HomeMy WebLinkAboutAPPROVED_SRTC IFB Design Drawings Book 2 of 3C ENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY
DRAWING No.:
SHEET No.:REV:
LOCATION ID:
THE PREPARATION OF THIS DOCUMENT HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE
U.S. DEPARTMENT OF TRANSPORTATION FEDERAL TRANSIT ADMINISTRATION UNDER THE URBAN
MASS TRANSPORTATION ACT OF 1964, AS AMENDED, AND IN PART BY THE CENTRAL PUGET SOUND
REGIONAL TRANSIT AUTHORITY DISTRICT OF WASHINGTON, AND THE STATE OF WASHINGTON
REVIEWED BY:
NAME:
TITLE:
DATE:
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PREPARED BY:
SUBMITTED BY:
NAME:
TITLE:
DATE:
STRIDE BUS RAPID TRANSIT
RTA/CN 0205-24SOUTH RENTON TRANSIT CENTER
ISSUED FOR BIDMAY 2025
RICARDO PARGAS
PROJECT MANAGER
JOEY ALTCHECH
PROJECT MANAGER
BT120-GZT001
BT120
S1-BT105
VOLUME 1
AND ROADWAY IMPROVEMENTS
GENERAL ENGINEERING CONSULTANT
SERVICES
CONTRACT LOCATION MAP
PROJECT LOCATION
N
1 1
1
06/12/2025
06/12/2025
BOOK 1 OF 3
1 BT120-GZT001 0 GENERAL COVER SHEET
2 BT120-GZI001 0 GENERAL INDEX OF DRAWINGS
3 BT120-GZI002 0 GENERAL INDEX OF DRAWINGS
4 BT120-GZI003 0 GENERAL INDEX OF DRAWINGS
5 BT120-GZI004 0 GENERAL INDEX OF DRAWINGS
6 BT120-GZI005 0 GENERAL INDEX OF DRAWINGS
7 BT120-GZI006 0 GENERAL INDEX OF DRAWINGS
8 BT120-GZI701 0 GENERAL INDEX OF DRAWINGS SR 167
9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN
10 BT120-GZK001 0 GENERAL KEY PLAN
11 BT120-GZN001 0 GENERAL ABBREVIATIONS
12 BT120-GZN002 0 GENERAL ABBREVIATIONS
13 BT120-GZN003 0 GENERAL ABBREVIATIONS
14 BT120-GZN004 0 GENERAL ABBREVIATIONS
15 BT120-GZN005 0 GENERAL ABBREVIATIONS
16 BT120-GZN006 0 GENERAL SYMBOLS AND LEGEND
17 BT120-GZN007 0 GENERAL SYMBOLS AND LEGEND
18 BT120-RMP501 0 RIGHT OF WAY MONUMENT PLAN
19 BT120-RPP101 0 RIGHT OF WAY PROPOSED PLAN RAINIER STA 200+00 TO RAINIER STA 204+00
20 BT120-RPP102 0 RIGHT OF WAY PROPOSED PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
21 BT120-RPP103 0 RIGHT OF WAY PROPOSED PLAN RAINIER STA 208+50 TO RAINIER STA 214+00
22 BT120-RPP104 0 RIGHT OF WAY PROPOSED PLAN GRADY STA 151+00 TO GRADY STA 156+50
23 BT120-RPP105 0 RIGHT OF WAY PROPOSED PLAN GRADY STA 156+50 TO GRADY STA 160+46
24 BT120-RPP106 0 RIGHT OF WAY PROPOSED PLAN LAKE STA 401+50 TO LAKE STA 405+55
25 BT120-RPP201 0 RIGHT OF WAY PROPOSED PLAN
26 BT120-RPP202 0 RIGHT OF WAY PROPOSED PLAN
27 BT120-RPP203 0 RIGHT OF WAY PROPOSED PLAN
28 BT120-RPP204 0 RIGHT OF WAY PROPOSED PLAN
29 BT120-RPP205 0 RIGHT OF WAY PROPOSED PLAN
30 BT120-CAP100 0 CIVIL ALIGNMENT PLAN AREA PLAN
31 BT120-CAP101 0 CIVIL ALIGNMENT PLAN RAINIER STA 200+00 TO RAINIER STA 204+00
32 BT120-CAP102 0 CIVIL ALIGNMENT PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
33 BT120-CAP103 0 CIVIL ALIGNMENT PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13
34 BT120-CAP104 0 CIVIL ALIGNMENT PLAN GRADY STA 151+00 TO GRADY STA 156+50
35 BT120-CAP105 0 CIVIL ALIGNMENT PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
36 BT120-CAP106 0 CIVIL ALIGNMENT PLAN LAKE STA 401+50 TO LAKE STA 405+50
37 BT120-CAP107 0 CIVIL ALIGNMENT PLAN LAKE STA 405+50 TO LAKE STA 408+28.91
38 BT120-CAP201 0 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER
39 BT120-CAP202 0 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER
40 BT120-CAP203 0 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER
41 BT120-CAP204 0 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER
43 BT120-CRY101 0 CIVIL TYPICAL SECTIONS RAINIER AVE S
44 BT120-CRY102 0 CIVIL TYPICAL SECTIONS RAINIER AVE S AND HARDIE AVE SW
45 BT120-CRY103 0 CIVIL TYPICAL SECTIONS S RENTON TRANSIT CENTER
46 BT120-CRY104 0 CIVIL TYPICAL SECTIONS GRADY WAY
47 BT120-CRY105 0 CIVIL TYPICAL SECTIONS GRADY WAY AND PARKING LOTS
48 BT120-CRY106 0 CIVIL TYPICAL SECTIONS LAKE AVE S AND RAINIER AND LAKE DRIVEWAY
66 BT120-CSP100 0 CIVIL SITE PREPARATION PLAN AREA PLAN AND GENERAL NOTES
67 BT120-CSP101 0 CIVIL SITE PREPARATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00
68 BT120-CSP102 0 CIVIL SITE PREPARATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
69 BT120-CSP103 0 CIVIL SITE PREPARATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13
70 BT120-CSP104 0 CIVIL SITE PREPARATION PLAN GRADY STA 151+00 TO GRADY STA 156+50
71 BT120-CSP105 0 CIVIL SITE PREPARATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
72 BT120-CSP106 0 CIVIL SITE PREPARATION PLAN LAKE STA 401+50 TO LAKE STA 405+55.16
73 BT120-CSP107 0 CIVIL SITE PREPARATION PLAN LAKE STA 405+50 TO LAKE STA 408+28.91
74 BT120-CSP201 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER
75 BT120-CSP202 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER
76 BT120-CSP203 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER
77 BT120-CSP204 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER
78 BT120-CSP205 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER
79 BT120-CSS101 0 CIVIL SITE PREP POINT TABLE
80 BT120-CSS102 0 CIVIL SITE PREP POINT TABLE
42 BT120-CHP101 0 CIVIL TRAFFIC HAUL PLAN SOUTH RENTON TRANSIT CENTTER
49 BT120-CTP100 0 CIVIL TESC PLAN AREA PLAN AND GENERAL NOTES
50 BT120-CTP101 0 CIVIL TESC PLAN RAINIER STA 200+00 TO RAINER STA 204+00
51 BT120-CTP102 0 CIVIL TESC PLAN RAINER STA 204+00 TO RAINIER STA 208+50
52 BT120-CTP103 0 CIVIL TESC PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13
53 BT120-CTP104 0 CIVIL TESC PLAN GRADY STA 151+00 TO GRADY STA 156+50
54 BT120-CTP105 0 CIVIL TESC PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
55 BT120-CTP106 0 CIVIL TESC PLAN LAKE STA 401+50 TO LAKE STA 405+50
56 BT120-CTP201 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER
57 BT120-CTP202 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER
58 BT120-CTP203 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER
59 BT120-CTP204 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER
60 BT120-CTP205 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER
61 BT120-CTN101 0 CIVIL STANDARD TESC NOTES
62 BT120-CTD101 0 CIVIL STANDARD TESC DETAILS
63 BT120-CTD102 0 CIVIL STANDARD TESC DETAILS
81 BT120-CPP100 0 CIVIL PAVING PLAN AREA PLAN AND GENERAL NOTES
82 BT120-CPP101 0 CIVIL PAVING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00
83 BT120-CPP102 0 CIVIL PAVING PLAN RAINIER STA 504+00 TO RAINIER STA 208+50
84 BT120-CPP103 0 CIVIL PAVING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13
85 BT120-CPP104 0 CIVIL PAVING PLAN GRADY STA 151+00 TO GRADY STA 156+50
86 BT120-CPP105 0 CIVIL PAVING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
87 BT120-CPP106 0 CIVIL PAVING PLAN LAKE STA 401+50 TO LAKE STA 405+55.16
88 BT120-CPP201 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER
89 BT120-CPP202 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER
90 BT120-CPP203 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER
91 BT120-CPP204 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER
92 BT120-CPP205 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER
93 BT120-CPS101 0 CIVIL PAVING PLAN POINT TABLES
94 BT120-CPS102 0 CIVIL PAVING PLAN POINT TABLES
95 BT120-CPS103 0 CIVIL PAVING PLAN POINT TABLES
96 BT120-CPS104 0 CIVIL PAVING PLAN POINT TABLES
97 BT120-CPS105 0 CIVIL PAVING PLAN POINT TABLES
98 BT120-CPS106 0 CIVIL PAVING PLAN POINT TABLES
99 BT120-CPS107 0 CIVIL PAVING PLAN POINT TABLES
100 BT120-CPS108 0 CIVIL PAVING PLANS POINT TABLES
101 BT120-CAV101 0 CIVIL VERTICAL ALIGNMENT N TRANSIT CENTER
102 BT120-CAV102 0 CIVIL VERTICAL ALIGNMENT S TRANSIT CENTER
103 BT120-CAV103 0 CIVIL VERTICAL ALIGNMENT RAINIER AND LAKE DRIVEWAY
104 BT120-CAV104 0 CIVIL VERTICAL ALIGNMENT LAKE AVE S
105 BT120-CRD101 0 CIVIL CURB RAMP PLAN AND DETAILS
106 BT120-CRD102 0 CIVIL CURB RAMP PLAN AND DETAILS
107 BT120-CRD103 0 CIVIL CURB RAMP PLAN AND DETAILS
108 BT120-CRD104 0 CIVIL CURB RAMP PLAN AND DETAILS
109 BT120-CRD105 0 CIVIL CURB RAMP PLAN AND DETAILS
110 BT120-CRD106 0 CIVIL CURB RAMP PLAN AND DETAILS
111 BT120-CRD107 0 CIVIL CURB RAMP PLAN AND DETAILS
112 BT120-CRD108 0 CIVIL CURB RAMP PLAN AND DETAILS
113 BT120-CRD109 0 CIVIL CURB RAMP PLAN AND DETAILS
114 BT120-CRD110 0 CIVIL CURB RAMP PLAN AND DETAILS
115 BT120-CRD111 0 CIVIL CURB RAMP PLAN AND DETAILS
116 BT120-CRD112 0 CIVIL CURB RAMP PLAN AND DETAILS
117 BT120-CRD113 0 CIVIL CURB RAMP PLAN AND DETAILS
118 BT120-CRD114 0 CIVIL CURB RAMP PLAN AND DETAILS
119 BT120-CRD115 0 CIVIL CURB RAMP PLAN AND DETAILS
120 BT120-CRD116 0 CIVIL CURB RAMP PLAN AND DETAILS
121 BT120-CRD117 0 CIVIL CURB RAMP PLAN AND DETAILS
122 BT120-CRD118 0 CIVIL CURB RAMP PLAN AND DETAILS
123 BT120-CRD119 0 CIVIL CURB RAMP PLAN AND DETAILS
124 BT120-CRD120 0 CIVIL PAVING DETAILS
125 BT120-CRD121 0 CIVIL PAVING DETAILS
126 BT120-CRD122 0 CIVIL PAVING DETAILS
127 BT120-CRD123 0 CIVIL PAVING DETAILS
128 BT120-CRD124 0 CIVIL PAVING DETAILS
64 BT120-CTD103 0 CIVIL STANDARD TESC DETAILS
65 BT120-CTD104 0 CIVIL STANDARD TESC DETAILS
GENERAL
RIGHT-OF-WAY
SHT. No. DWG. No.TITLEREV SHT. No. DWG. No.TITLEREV
CIVIL (CONT'D)
CIVIL
ALIGNMENT
SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
INDEX OF DRAWINGS
BT120-GZI001
BT120
E. GOLLER
E. GOLLER
L. GILBERT
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
CONSTRUCTION STAGING
ROADWAY
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
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S1-BT120-GZI001-006 FACILITY ID:
Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-GZI001
GB-SEAL-JKH53550
TYPICAL SECTIONS
EROISION AND SEDIMENT CONTROL
SITE
EROISION AND SEDIMENT CONTROL (CONT'D)
12/06/2024
0002
RTA/CN 0205-24
134 BT120-CMP100 0 CIVIL CHANNELIZATION AND SIGNING PLAN AREA PLAN AND GENERAL NOTES
135 BT120-CMP101 0 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00
136 BT120-CMP102 0 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
137 BT120-CMP103 0 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13
138 BT120-CMP104 0 CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 151+00 TO GRADY STA 156+50
139 BT120-CMP105 0 CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
140 BT120-CMP106 0 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 401+50 TO LAKE STA 405+50
141 BT120-CMP107 0 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 405+50 TO LAKE STA 408+28.91
142 BT120-CMP201 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER
143 BT120-CMP202 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER
144 BT120-CMP203 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER
145 BT120-CMP204 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER
146 BT120-CMP205 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER
147 BT120-CMS101 0 CIVIL SIGN SCHEDULE PROPOSED
148 BT120-CMS102 0 CIVIL SIGN SCHEDULE PROPOSED
149 BT120-CMS103 0 CIVIL SIGN SCHEDULE PROPOSED
150 BT120-CMS104 0 CIVIL CHANNELIZATION DETAILS
151 BT120-CMD101 0 CIVIL SIGN DETAILS
152 BT120-CMD102 0 CIVIL SIGN DETAILS
153 BT120-CMD103 0 CIVIL SIGN DETAILS
154 BT120-CMD104 0 CIVIL CHANNELIZATION DETAILS
155 BT120-CMD105 0 CIVIL CHANNELIZATION DETAILS
156 BT120-CMD106 0 CIVIL CHANNELIZATION DETAILS
157 BT120-CMD107 0 CIVIL CHANNELIZATION DETAILS
158 BT120-CGP101 0 CIVIL GRADING PLAN RAINIER/HARDIE INTERSECTION
159 BT120-CGP102 0 CIVIL GRADING PLAN BEB CHARGING, GENERATOR & DUMPSTER LOCATIONS
160 BT120-CGP103 0 CIVIL GRADING PLAN TRANSIT CENTER
161 BT120-CGS101 0 CIVIL GRADING PLAN POINT TABLES
162 BT120-CGS102 0 CIVIL GRADING PLAN POINT TABLES
163 BT120-CDP100 0 CIVIL DRAINAGE PLAN AREA PLAN AND GENERAL NOTES
164 BT120-CDP102 0 CIVIL DRAINAGE PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
165 BT120-CDP104 0 CIVIL DRAINAGE PLAN GRADY STA 151+00 TO GRADY STA 156+50
166 BT120-CDP105 0 CIVIL DRAINAGE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
167 BT120-CDP106 0 CIVIL DRAINAGE PLAN LAKE STA 401+50 TO LAKE STA 405+50
168 BT120-CDP201 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER
169 BT120-CDP202 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER
170 BT120-CDP203 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER
171 BT120-CDP204 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER
172 BT120-CDP205 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER
173 BT120-CDV201 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER
174 BT120-CDV202 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER
175 BT120-CDV203 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER
176 BT120-CDV204 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER
177 BT120-CDV205 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER
178 BT120-CDV206 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER
179 BT120-CDV207 0 CIVIL DRAINAGE PROFILE
180 BT120-CDD501 0 CIVIL DRAINAGE DETAILS
181 BT120-CDD502 0 CIVIL DRAINAGE DETAILS
182 BT120-CDD503 0 CIVIL DRAINAGE DETAILS
183 BT120-CDD504 0 CIVIL DRAINAGE DETAILS
184 BT120-CDD505 0 CIVIL DRAINAGE DETAILS
185 BT120-CDD506 0 CIVIL DRAINAGE DETAILS
186 BT120-CLN101 0 CIVIL ILLUMINATION PLAN LEGEND
187 BT120-CLP100 0 CIVIL ILLUMINATION PLAN AREA PLAN AND GENERAL NOTES
188 BT120-CLP102 0 CIVIL ILLUMINATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
189 BT120-CLP104 0 CIVIL ILLUMINATION PLAN GRADY STA 151+00 TO GRADY STA 156+50
190 BT120-CLP105 0 CIVIL ILLUMINATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
191 BT120-CLP106 0 CIVIL ILLUMINATION PLAN LAKE STA 401+50 TO LAKE STA 405+50
192 BT120-CLP201 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER
193 BT120-CLP202 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER
194 BT120-CLP203 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER
195 BT120-CLP204 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER
196 BT120-CLP205 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER
197 BT120-CLS101 0 CIVIL ILLUMINATION SCHEDULES
198 BT120-CLS102 0 CIVIL ILLUMINATION SCHEDULES
199 BT120-CLS103 0 CIVIL ILLUMINATION SCHEDULES
200 BT120-UCP100 0 UTILITIES DEMO PLAN AREA PLAN AND GENERAL NOTES
201 BT120-UCP102 0 UTILITIES DEMO PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
202 BT120-UCP104 0 UTILITIES DEMO PLAN GRADY STA 151+00 TO GRADY STA 156+50
203 BT120-UCP105 0 UTILITIES DEMO PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
204 BT120-UCP106 0 UTILITIES DEMO PLAN LAKE STA 401+50 TO LAKE STA 405+50
205 BT120-UCP201 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER
206 BT120-UCP202 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER
207 BT120-UCP203 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER
208 BT120-UCP204 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER
209 BT120-UCP205 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER
210 BT120-UWP100 0 UTILITIES WATER PLANS AREA PLAN AND GENERAL NOTES
211 BT120-UWP101 0 UTILITIES WATER PLANS RAINIER STA 200+00 TO RAINIER STA 204+00
212 BT120-UWP102 0 UTILITIES WATER PLANS RAINIER STA 204+00 TO RAINIER STA 208+50
213 BT120-UWP104 0 UTILITIES WATER PLANS GRADY STA 151+00 TO GRADY STA 156+50
214 BT120-UWP105 0 UTILITIES WATER PLANS GRADY STA 156+50 TO GRADY STA 160+46.15
215 BT120-UWP106 0 UTILITIES WATER PLAN LAKE STA 401+50 TO LAKE STA 405+50
216 BT120-UWP201 0 UTILITIES WATER PLANS S RENTON TRANSIT CENTER
217 BT120-UWP202 0 UTILITIES WATER PLANS S RENTON TRANSIT CENTER
218 BT120-UWP203 0 UTILITIES WATER PLAN S RENTON TRANSIT CENTER
219 BT120-UWP204 0 UTILITIES WATER PLAN S RENTON TRANSIT CENTER
220 BT120-UWP205 0 UTILITIES WATER PLAN S RENTON TRANSIT CENTER
221 BT120-UWV101 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER
222 BT120-UWV102 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER
223 BT120-UWV103 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER
224 BT120-UWV104 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER
225 BT120-UWV105 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER
226 BT120-UWD101 0 UTILITIES WATER DETAILS S RENTON TRANSIT CENTER
227 BT120-USP100 0 UTILITIES SEWER PLAN AREA PLAN AND GENERAL NOTES
228 BT120-USP102 0 UTILITIES SEWER PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
229 BT120-USP104 0 UTILITIES SEWER PLAN GRADY STA 151+00 TO GRADY STA 156+50
230 BT120-USP105 0 UTILITIES SEWER PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
231 BT120-USP201 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER
232 BT120-USP202 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER
233 BT120-USP203 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER
234 BT120-USP204 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER
235 BT120-USP205 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER
236 BT120-USV101 0 UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER
237 BT120-USV102 0 UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER
129 BT120-CRD125 0 CIVIL FENCE DETAILS
130 BT120-CRD126 0 CIVIL FENCE GATE DETAIL
131 BT120-CRD127 0 CIVIL STEEL PICKET VEHICLE GATE DETAIL
132 BT120-CRD128 0 CIVIL WHEEL STOP DETAIL
133 BT120-CRD129 0 CIVIL ROADWAY BOLLARD TYPE 1 DETAIL
SHT. No. DWG. No.TITLEREV SHT. No. DWG. No.TITLEREV
CIVIL (CONT'D)
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
INDEX OF DRAWINGS
BT120-GZI002
BT120
E. GOLLER
E. GOLLER
L. GILBERT
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
ILLUMINATION
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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DRAWN BY:
CHECKED BY:
APPROVED BY:
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S1-BT120-GZI001-006 FACILITY ID:
Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-GZI001
GB-SEAL-JKH53550
SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3
PAVEMENT MARKING
GRADING
DRAINAGE
UTILITIES
ROADWAY (CONT'D)
CIVIL (CONT'D)
12/06/2024
0003
RTA/CN 0205-24
271 BT120-LHP100 0 LANDSCAPE HARDSCAPE PLAN AREA PLAN AND GENERAL NOTES
272 BT120-LHP102 0 LANDSCAPE HARDSCAPE PLAN BURIEN TC
273 BT120-LHP104 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 151+00 TO GRADY STA 156+50
274 BT120-LHP105 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
275 BT120-LHP106 0 LANDSCAPE HARDSCAPE PLAN BURIEN TRANSIT CENTER
276 BT120-LHP201 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER
277 BT120-LHP202 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER
278 BT120-LHP203 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER
279 BT120-LHP204 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER
280 BT120-LHP205 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER
281 BT120-LHS101 0 LANDSCAPE HARDSCAPE PLAN WALL POINT TABLES
282 BT120-LHS102 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES
283 BT120-LHS103 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES
284 BT120-LHS104 0 LANDSCAPE HARDSCAPE DETAILS CURVE TABLES
285 BT120-LHD101 0 LANDSCAPE HARDSCAPE DETAILS
286 BT120-LHD102 0 LANDSCAPE HARDSCAPE DETAILS
287 BT120-LHD103 0 LANDSCAPE HARDSCAPE DETAILS
288 BT120-LHD104 0 LANDSCAPE HARDSCAPE DETAILS
289 BT120-LHD105 0 LANDSCAPE HARDSCAPE DETAILS
290 BT120-LHD106 0 LANDSCAPE HARDSCAPE DETAILS
291 BT120-LHD107 0 LANDSCAPE HARDSCAPE DETAILS
292 BT120-LHD108 0 LANDSCAPE HARDSCAPE DETAILS
293 BT120-LHD109 0 LANDSCAPE HARDSCAPE DETAILS
329 BT120-JCN201 0 SYSTEMS COMMUNICATION - LEGEND
330 BT120-JCP100 0 SYSTEMS SITE COMMUNICATIONS AREA PLAN
331 BT120-JCP104 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 151+00 TO GRADY STA 156+50
332 BT120-JCP105 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 156+50 TO GRADY STA 160+46.15
333 BT120-JCP106 0 SYSTEMS SITE COMMUNICATIONS LAKE STA 401+50 TO LAKE STA 405+50
334 BT120-JCP201 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER
335 BT120-JCP202 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER
336 BT120-JCP203 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER
337 BT120-JCP204 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER
338 BT120-JCP205 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER
339 BT120-JCD201 0 SYSTEMS COMMUNICATION DETAILS
340 BT120-JCD202 0 SYSTEMS COMMUNICATION DETAILS
341 BT120-JCD203 0 SYSTEMS COMMUNICATIONS DETAIL
342 BT120-JFS201 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM
343 BT120-JFS202 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM
344 BT120-JFS203 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM
294 BT120-LPP100 0 LANDSCAPE PLANTING PLAN AREA PLAN AND GENERAL NOTES
295 BT120-LPP101 0 LANDSCAPE PLANTING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00
296 BT120-LPP102 0 LANDSCAPE PLANTING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
297 BT120-LPP103 0 LANDSCAPE PLANTING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13
298 BT120-LPP104 0 LANDSCAPE PLANTING PLAN GRADY STA 151+00 TO GRADY STA 156+50
299 BT120-LPP105 0 LANDSCAPE PLANTING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
300 BT120-LPP106 0 LANDSCAPE PLANTING PLAN LAKE STA 401+50 TO LAKE STA 405+50
301 BT120-LPP201 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER
302 BT120-LPP202 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER
303 BT120-LPP203 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER
304 BT120-LPP204 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER
305 BT120-LPP205 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER
306 BT120-LPS101 0 LANDSCAPE PLANTING SCHEDULE LEGEND, NOTES & ABBREVIATIONS
307 BT120-LPD101 0 LANDSCAPE PLANTING DETAILS
308 BT120-LRP100 0 LANDSCAPE IRRIGATION PLAN AREA PLAN AND GENERAL NOTES
309 BT120-LRN101 0 LANDSCAPE IRRIGATION NOTES S RENTON TRANSIT CENTER
310 BT120-LRP101 0 LANDSCAPE IRRIGATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00
311 BT120-LRP102 0 LANDSCAPE IRRIGATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50
312 BT120-LRP103 0 LANDSCAPE IRRIGATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13
313 BT120-LRP104 0 LANDSCAPE IRRIGATION PLAN GRADY STA 151+00 TO GRADY STA 156+50
314 BT120-LRP105 0 LANDSCAPE IRRIGATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15
315 BT120-LRP106 0 LANDSCAPE IRRIGATION PLAN LAKE STA 401+50 TO LAKE STA 405+50
316 BT120-LRP201 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER
317 BT120-LRP202 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER
318 BT120-LRP203 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER
319 BT120-LRP204 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER
320 BT120-LRP205 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER
321 BT120-LRD101 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER
322 BT120-LRD102 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER
323 BT120-LRD103 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER
324 BT120-LTS101 0 LANDSCAPE TREE INVENTORY TABLE
325 BT120-LTD101 0 LANDSCAPE TREE PROTECTION DETAILS
326 BT120-ESP204 0 ELECTRICAL SITE PLAN - YARD TO GANTRY S RENTON TRANSIT CENTER
327 BT120-ESV201 0 ELECTRICAL DUCT BANK PROFILES S. RENTON TRANSIT CENTER
328 BT120-EPD120 0 ELECTRICAL DETAILS S RENTON TRANSIT CENTER
238 BT120-TSN101 0 TRAFFIC SIGNAL LEGEND
239 BT120-TSD101 0 TRAFFIC SIGNALIZATION DETAILS HARDIE AVE SW & RAINIER AVE S
240 BT120-TSD102 0 TRAFFIC SIGNAL DETAILS HARDIE AVE SW & RAINIER AVE S
241 BT120-TSS101 0 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S
242 BT120-TSS102 0 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S
243 BT120-TSS103 0 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S
244 BT120-TSS104 0 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S
245 BT120-TSD103 0 TRAFFIC SIGNAL DETAILS S GRADY WAY & LAKE AVE S
246 BT120-TSS105 0 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S
247 BT120-TSS106 0 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S
248 BT120-TSD104 0 TRAFFIC SIGNALIZATION DETAILS RAINIER AVE S & S GRADY WAY
249 BT120-TMN101 0 TRAFFIC CONTROL NOTES
250 BT120-TMP101 0 TRAFFIC CONTROL PLAN RAINIER AVE S
251 BT120-TMP102 0 TRAFFIC CONTROL PLAN RAINIER AVE S
252 BT120-TMP103 0 TRAFFIC CONTROL PLAN RAINIER AVE S
253 BT120-TMP104 0 TRAFFIC CONTROL PLAN RAINIER AVE S
254 BT120-TMP105 0 TRAFFIC CONTROL PLAN LAKE AVE S
255 BT120-TMP106 0 TRAFFIC CONTROL PLAN LAKE AVE S
256 BT120-TMP107 0 TRAFFIC CONTROL PLAN S GRADY WAY
257 BT120-TMP108 0 TRAFFIC CONTROL PLAN S GRADY WAY
258 BT120-TMP109 0 TRAFFIC CONTROL PLAN S GRADY WAY
259 BT120-TMP110 0 TRAFFIC CONTROL PLAN S GRADY WAY
260 BT120-TMP111 0 TRAFFIC CONTROL PLAN S GRADY WAY
261 BT120-TMP112 0 TRAFFIC CONTROL PLAN S GRADY WAY
262 BT120-TMP113 0 TRAFFIC CONTROL PLAN S GRADY WAY
263 BT120-TMP114 0 TRAFFIC CONTROL PLAN S GRADY WAY
264 BT120-TMP115 0 TRAFFIC CONTROL PLAN S GRADY WAY
265 BT120-TDP101 0 TRAFFIC DETOUR PLAN S GRADY WAY
269 BT120-SWP101 0 STRUCTURAL RETAINING WALL PLAN AND PROFILE
270 BT120-SWP102 0 STRUCTURAL RETAINING WALL PLAN AND PROFILE
266 BT120-TIP101 0 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS PLAN RAINIER AVE S & HARDIE AVE SW
267 BT120-TID101 0 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW
268 BT120-TID102 0 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW
LANDSCAPE
SHT. No. DWG. No.TITLEREV SHT. No. DWG. No.TITLEREV
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
INDEX OF DRAWINGS
BT120-GZI003
BT120
E. GOLLER
E. GOLLER
L. GILBERT
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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S1-BT120-GZI001-006 FACILITY ID:
Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-GZI001
GB-SEAL-JKH53550
SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3
SYSTEMSHARDSCAPE
PLANTING
IRRIGATION
TREE INVENTORY AND PROTECTION
ELECTRICAL
COMMUNICATION
TRAFFIC
SIGNALS
MAINTENANCE OF TRAFFIC
STRUCTURAL
MAINTENANCE OF TRAFFIC
SIGNALS
TRAFFIC LANDSCAPE (CONT'D)
ITS
12/06/2024
0004
RTA/CN 0205-24
345 BT120-SZN001 0 STRUCTURE GENERAL STRUCTURAL NOTES
346 BT120-SZN002 0 STRUCTURE GENERAL STRUCTURAL NOTES
347 BT120-SZN003 0 STRUCTURE GENERAL STRUCTURAL NOTES
348 BT120-SZP001 0 STRUCTURE LOAD MAPS, DIAGRAMS, AND SCHEDULES
349 BT120-SFP001 0 STRUCTURE OVERALL SITE PLAN
350 BT120-SFP212 0 STRUCTURE FOUNDATION PLAN CANOPY - SECTOR A
351 BT120-SFP213 0 STRUCTURE FOUNDATION PLAN CANOPY - SECTOR B
352 BT120-SFP214 0 STRUCTURE FOUNDATION PLAN CANOPY - SECTOR C
353 BT120-SFP215 0 STRUCTURE FOUNDATION PLAN CANOPY - SECTOR D
354 BT120-SFP221 0 STRUCTURE OVERALL FOUNDATION PLAN CORE FACILITY
355 BT120-SFP231 0 STRUCTURE OVERALL FOUNDATION PLAN CHARGING GANTRY
356 BT120-SFP241 0 STRUCTURE OVERALL FOUNDATION PLAN BEB EQUIPMENT YARD
357 BT120-SGP312 0 STRUCTURE LEVEL 2 FRAMING PLAN CANOPY - SECTOR A
358 BT120-SGP313 0 STRUCTURE LEVEL 2 FRAMING PLAN CANOPY - SECTOR B
359 BT120-SGP314 0 STRUCTURE LEVEL 2 FRAMING PLAN CANOPY - SECTOR C
360 BT120-SGP321 0 STRUCTURE MISCELLANEOUS STEEL OVERALL FRAMING PLAN CORE FACILITY
361 BT120-SGP331 0 STRUCTURE LEVEL 2 OVERALL FRAMING PLAN CHARGING GANTRY
362 BT120-SGP341 0 STRUCTURE ROOF OVERALL FRAMING PLAN BEB EQUIPMENT YARD
363 BT120-SGP421 0 STRUCTURE LOW ROOF OVERALL FRAMING PLAN CORE FACILITY
364 BT120-SGP431 0 STRUCTURE LEVEL 3 OVERALL FRAMING PLAN CHARGING GANTRY
365 BT120-SGP521 0 STRUCTURE HIGH ROOF OVERALL FRAMING PLAN CORE FACILITY
366 BT120-SGE111 0 STRUCTURE FRAMING ELEVATIONS CANOPY
367 BT120-SGE121 0 STRUCTURE FRAMING ELEVATIONS CORE FACILITY
368 BT120-SGE122 0 STRUCTURE FRAMING ELEVATIONS CORE FACILITY
369 BT120-SGE123 0 STRUCTURE FRAMING ELEVATIONS CORE FACILITY
370 BT120-SGE124 0 STRUCTURE FRAMING ELEVATIONS CORE FACILITY
371 BT120-SGE131 0 STRUCTURE FRAMING ELEVATIONS CHARGING GANTRY
372 BT120-SGE141 0 STRUCTURE FRAMING ELEVATIONS BEB EQUIPMENT YARD
373 BT120-SGY401 0 STRUCTURE TYPICAL FOUNDATION DETAILS 1
374 BT120-SGY402 0 STRUCTURE TYPICAL FOUNDATION DETAILS 2
375 BT120-SGY403 0 STRUCTURE TYPICAL FOUNDATION DETAILS 3
376 BT120-SGY404 0 STRUCTURE TYPICAL CONCRETE DETAILS 1
377 BT120-SGY405 0 STRUCTURE TYPICAL CONCRETE DETAILS 2
378 BT120-SGY406 0 STRUCTURE TYPICAL STEEL COLUMN DETAILS
379 BT120-SGY407 0 STRUCTURE TYPICAL STEEL BEAM DETAILS 1
380 BT120-SGY408 0 STRUCTURE TYPICAL STEEL BEAM DETAILS 2
381 BT120-SGY409 0 STRUCTURE TYPICAL STEEL BEAM DETAILS 3
382 BT120-SGY410 0 STRUCTURE TYPICAL ROOF DECK DETAILS
383 BT120-SGY411 0 STRUCTURE TYPICAL BRACED FRAME AND MOMENT FRAME DETAILS 1
384 BT120-SGY412 0 STRUCTURE TYPICAL BRACED FRAME AND MOMENT FRAME DETAILS 2
385 BT120-SGD111 0 STRUCTURE SECTIONS AND DETAILS CANOPY
386 BT120-SGD112 0 STRUCTURE SECTIONS AND DETAILS CANOPY
387 BT120-SGD113 0 STRUCTURE SECTIONS AND DETAILS CANOPY
388 BT120-SGD121 0 STRUCTURE SECTIONS AND DETAILS CORE FACILITY
389 BT120-SGD122 0 STRUCTURE SECTIONS AND DETAILS CORE FACILITY
390 BT120-SGD123 0 STRUCTURE SECTIONS AND DETAILS CORE FACILITY
391 BT120-SGD131 0 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY
392 BT120-SGD132 0 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY
393 BT120-SGD133 0 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY
394 BT120-SGD161 0 STRUCTURE SECTIONS AND DETAILS RETAINING WALL
395 BT120-SGD162 0 STRUCTURE SECTIONS AND DETAILS WINDSCREEN
1 BT120-GZT001 0 GENERAL COVER SHEET
2 BT120-GZI001 0 GENERAL INDEX OF DRAWINGS
3 BT120-GZI002 0 GENERAL INDEX OF DRAWINGS
4 BT120-GZI003 0 GENERAL INDEX OF DRAWINGS
5 BT120-GZI004 0 GENERAL INDEX OF DRAWINGS
6 BT120-GZI005 0 GENERAL INDEX OF DRAWINGS
7 BT120-GZI006 0 GENERAL INDEX OF DRAWINGS
8 BT120-GZI701 0 GENERAL INDEX OF DRAWINGS SR 167
9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN
10 BT120-GZK001 0 GENERAL KEY PLAN
11 BT120-GZN001 0 GENERAL ABBREVIATIONS
12 BT120-GZN002 0 GENERAL ABBREVIATIONS
13 BT120-GZN003 0 GENERAL ABBREVIATIONS
14 BT120-GZN004 0 GENERAL ABBREVIATIONS
15 BT120-GZN005 0 GENERAL ABBREVIATIONS
16 BT120-GZN006 0 GENERAL SYMBOLS AND LEGEND
17 BT120-GZN007 0 GENERAL SYMBOLS AND LEGEND
396 BT120-SGD163 0 STRUCTURE PLANS AND ELEVATIONS PARATRANSIT SHELTER 1
397 BT120-SGD164 0 STRUCTURE SECTIONS AND DETAILS PARATRANSIT SHELTER 2
398 BT120-AZN001 0 ARCHITECTURE MATERIAL ABBREVIATIONS TRANSIT CENTER
399 BT120-ASP201 0 ARCHITECTURE SITE PLAN TRANSIT CENTER
400 BT120-ASZ201 0 ARCHITECTURE LIFE SAFETY PLAN AND CODE INFORMATION TRANSIT CENTER
401 BT120-APP211 0 ARCHITECTURE OVERALL PLAN PLATFORM
402 BT120-APP212 0 ARCHITECTURE PLATFORM PLAN PLATFORM - SECTOR A
403 BT120-APP213 0 ARCHITECTURE PLATFORM PLAN PLATFORM - SECTOR B
404 BT120-APP214 0 ARCHITECTURE PLATFORM PLAN PLATFORM - SECTOR C
405 BT120-APP215 0 ARCHITECTURE PLATFORM PLAN PLATFORM - SECTOR D
406 BT120-APP216 0 ARCHITECTURE ENLARGED SHELTER PLANS PLATFORM - SECTOR D
407 BT120-ARP311 0 ARCHITECTURE OVERALL ROOF PLAN PLATFORM
408 BT120-ARP312 0 ARCHITECTURE ENLARGED PLATFORM ROOF PLAN PLATFORM - SECTOR A
409 BT120-ARP313 0 ARCHITECTURE ENLARGED PLATFORM ROOF PLAN PLATFORM - SECTOR B
410 BT120-ARP314 0 ARCHITECTURE ENLARGED PLATFORM ROOF PLAN PLATFORM - SECTOR C
411 BT120-APD101 0 ARCHITECTURE ENLARGED PLATFORM PLANS & ELEVATION PLATFORM
412 BT120-ANP211 0 ARCHITECTURE OVERALL SIGNAGE PLAN PLATFORM
413 BT120-ANP212 0 ARCHITECTURE SIGNAGE PLAN PLATFORM - SECTOR A
414 BT120-ANP213 0 ARCHITECTURE SIGNAGE PLAN PLATFORM - SECTOR B
415 BT120-ANP214 0 ARCHITECTURE SIGNAGE PLAN PLATFORM - SECTOR C
416 BT120-ANP215 0 ARCHITECTURE SIGNAGE PLAN PLATFORM - SECTOR D
417 BT120-AEE811 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - END
418 BT120-AEE812 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 1
419 BT120-AEE813 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 2 AND 8
420 BT120-AEE814 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 3
421 BT120-AEE815 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 6 AND 7
422 BT120-AEE816 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 4
423 BT120-AEX711 0 ARCHITECTURE CROSS SECTIONS PLATFORM
424 BT120-AEX712 0 ARCHITECTURE LONGITUDINAL SECTIONS PLATFORM
425 BT120-AEX713 0 ARCHITECTURE SECTIONS PLATFORM
426 BT120-AEX714 0 ARCHITECTURE SHELTER SECTION & DETAILS PLATFORM
427 BT120-AED900 0 ARCHITECTURE CANOPY DETAILS PLATFORM
428 BT120-AED901 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM
429 BT120-AED902 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM
430 BT120-AED903 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM
431 BT120-AED904 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM
432 BT120-AED912 0 ARCHITECTURE CLERESTORY DETAILS PLATFORM
433 BT120-AED914 0 ARCHITECTURE SIGNAGE DETAILS PLATFORM
434 BT120-AED915 0 ARCHITECTURE SIGNAGE DETAILS PLATFORM
435 BT120-AED916 0 ARCHITECTURE CANOPY DETAILS - PLATFORM PLATFORM
436 BT120-ACP211 0 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM
437 BT120-ACP212 0 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM - SECTOR A
438 BT120-ACP213 0 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM - SECTOR B
439 BT120-ACP214 0 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM - SECTOR C
440 BT120-APP221 0 ARCHITECTURE FLOOR PLAN CORE FACILITY
441 BT120-APD222 0 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR E
442 BT120-APD223 0 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR F
443 BT120-APD224 0 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR G
444 BT120-APD225 0 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR H
445 BT120-ARP321 0 ARCHITECTURE ROOF PLAN CORE FACILITY
446 BT120-AEE821 0 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY
447 BT120-AEE822 0 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY
448 BT120-AIX721 0 ARCHITECTURE BUILDING SECTIONS I CORE FACILITY
449 BT120-AIX722 0 ARCHITECTURE BUILDING SECTIONS II CORE FACILITY
450 BT120-AIX723 0 ARCHITECTURE BUILDING SECTIONS III CORE FACILITY
451 BT120-AIX724 0 ARCHITECTURE BUILDING SECTIONS IV CORE FACILITY
452 BT120-AIX725 0 ARCHITECTURE WALL SECTIONS I CORE FACILITY
453 BT120-AIE821 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY - SECURITY ROOM
454 BT120-AIE822 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY - LACTATION ROOM, JANITOR ROOM
455 BT120-AIE823 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY - COMFORT STATIONS
456 BT120-AIE824 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY - COMFORT STATIONS
457 BT120-ACP221 0 ARCHITECTURE OVERALL REFLECTED CEILING PLAN CORE FACILITY
458 BT120-ACP222 0 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY - SECURITY ROOM
459 BT120-ACP223 0 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY - PUBLIC FACILITY
460 BT120-AED905 0 ARCHITECTURE MISC DETAILS CORE FACILITY
461 BT120-AED906 0 ARCHITECTURE EXTERIOR DETAILS CORE FACILITY
462 BT120-AED907 0 ARCHITECTURE MISC DETAILS CORE FACILITY
463 BT120-AED908 0 ARCHITECTURE MISC DETAILS CORE FACILITY
SHT. No. DWG. No.TITLEREV SHT. No. DWG. No.TITLEREV
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
INDEX OF DRAWINGS
BT120-GZI004
BT120
E. GOLLER
E. GOLLER
L. GILBERT
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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S1-BT120-GZI001-006 FACILITY ID:
Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-GZI001
GB-SEAL-JKH53550
SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3
STRUCTURAL
STRUCTURAL (CONT'D)GENERAL
ARCHITECTURAL
12/06/2024
0005
RTA/CN 0205-24
464 BT120-AED909 0 ARCHITECTURE PLANTER BOX DETAIL, MISC CORE FACILITY
465 BT120-AES910 0 ARCHITECTURE PARTITION TYPES CORE FACILITY
466 BT120-AES911 0 ARCHITECTURE TRANSLUCENT WINDOW TYPES CORE FACILITY
467 BT120-AES912 0 ARCHITECTURE SCHEDULES CORE FACILITY
468 BT120-AID909 0 ARCHITECTURE DETAILS CORE FACILITY
469 BT120-APP231 0 ARCHITECTURE FLOOR PLAN GANTRY
470 BT120-AEE831 0 ARCHITECTURE OVERALL EXTERIOR ELEVATIONS GANTRY
471 BT120-AEE832 0 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY
472 BT120-AEE833 0 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY
473 BT120-AEE834 0 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY
474 BT120-ACP231 0 ARCHITECTURE REFLECTED CEILING PLAN GANTRY
475 BT120-AED910 0 ARCHITECTURE GANTRY DETAILS GANTRY
476 BT120-APP241 0 ARCHITECTURE FLOOR PLAN BEB EQUIPMENT YARD
477 BT120-ARP341 0 ARCHITECTURE ROOF PLAN BEB EQUIPMENT YARD
478 BT120-AEE841 0 ARCHITECTURE EXTERIOR ELEVATIONS BEB EQUIPMENT YARD
479 BT120-ACP241 0 ARCHITECTURE REFLECTED CEILING PLAN BEB EQUIPMENT YARD
480 BT120-AED913 0 ARCHITECTURE MISC DETAILS BEB EQUIPMENT YARD
481 BT120-APP251 0 ARCHITECTURE FLOOR PLAN GENERATOR PAD
482 BT120-AEE851 0 ARCHITECTURE EXTERIOR ELEVATIONS GENERATOR PAD
483 BT120-APP261 0 ARCHITECTURE FLOOR PLAN REFUSE AND RECYCLING AREA
484 BT120-AEE861 0 ARCHITECTURE EXTERIOR ELEVATIONS REFUSE AND RECYCLING AREA
485 BT120-AID900 0 ARCHITECTURE DETAILS TRANSIT CENTER
486 BT120-AID901 0 ARCHITECTURE DETAILS TRANSIT CENTER
487 BT120-AID902 0 ARCHITECTURE DETAILS TRANSIT CENTER
488 BT120-AID903 0 ARCHITECTURE DETAILS TRANSIT CENTER
489 BT120-AID904 0 ARCHITECTURE DETAILS TRANSIT CENTER
490 BT120-AID905 0 ARCHITECTURE DETAILS TRANSIT CENTER
491 BT120-AID906 0 ARCHITECTURE DETAILS TRANSIT CENTER
492 BT120-AID907 0 ARCHITECTURE DETAILS TRANSIT CENTER
493 BT120-AID908 0 ARCHITECTURE DETAILS TRANSIT CENTER
494 BT120-AID910 0 ARCHITECTURE DETAILS TRANSIT CENTER
495 BT120-AID911 0 ARCHITECTURE DETAILS TRANSIT CENTER
496 BT120-AID912 0 ARCHITECTURE DETAILS TRANSIT CENTER
497 BT120-AID913 0 ARCHITECTURE DETAILS TRANSIT CENTER
498 BT120-MPN001 0 MECHANICAL GENERAL NOTES AND LEGEND
499 BT120-MPP121 0 MECHANICAL UNDERGROUND PLAN CORE FACILITY
500 BT120-MPP221 0 MECHANICAL FLOOR PLAN CORE FACILITY
501 BT120-MPP222 0 MECHANICAL ENLARGED FLOOR PLAN CORE FACILITY
502 BT120-MPP321 0 MECHANICAL ROOF PLAN CORE FACILITY
503 BT120-MPS001 0 MECHANICAL RISER DIAGRAMS WATER CORE FACILITY
504 BT120-MPS002 0 MECHANICAL RISER DIAGRAMS WASTE CORE FACILITY
505 BT120-MPS003 0 MECHANICAL SCHEDULES
506 BT120-MPD001 0 MECHANICAL DETAILS
507 BT120-MPD002 0 MECHANICAL DETAILS
508 BT120-MHN001 0 MECHANICAL LEGEND, ABBREVIATIONS AND ENERGY CODES CORE FACILITY
509 BT120-MHN002 0 MECHANICAL CONSTRUCTION, GENERAL AND KEY NOTES CORE FACILITY
510 BT120-MHP221 0 MECHANICAL FLOOR PLAN - BELOW 8' AFF CORE FACILITY
511 BT120-MHP222 0 MECHANICAL FLOOR PLAN - ABOVE 8' AFF CORE FACILITY
512 BT120-MHS001 0 MECHANICAL SCHEMATICS, DIAGRAMS CORE FACILITY
513 BT120-MHS002 0 MECHANICAL SCHEDULES CORE FACILITY
514 BT120-MHS003 0 MECHANICAL SCHEDULES CORE FACILITY
515 BT120-MHS005 0 MECHANICAL BMS POINTS LIST CORE FACILITY
516 BT120-MHS006 0 MECHANICAL BMS SYSTEM ARCHITECTURE CORE FACILITY
517 BT120-MHS007 0 MECHANICAL CONTROLS SCHEDULE CORE FACILITY
518 BT120-MHS010 0 MECHANICAL CONTROLS SCHEDULE CORE FACILITY
519 BT120-MHD001 0 MECHANICAL DETAILS CORE FACILITY
520 BT120-EPN001 0 ELECTRICAL SYMBOLS AND LEGEND
521 BT120-EPN002 0 ELECTRICAL SYMBOLS AND LEGEND
522 BT120-EPN003 0 ELECTRICAL GENERAL NOTES AND MOUNTING
523 BT120-EPN004 0 ELECTRICAL PROJECT KEYNOTE LIST
524 BT120-ESP101 0 ELECTRICAL SITE PLAN SOUTH RENTON TRANSIT CENTER
525 BT120-ESP401 0 ELECTRICAL SITE PLAN - ENLARGED SOUTH RENTON TRANSIT CENTER
526 BT120-ELP211 0 ELECTRICAL LIGHTING PLAN - OVERALL CANOPY
527 BT120-ELP212 0 ELECTRICAL LIGHTING PLAN - SECTOR A CANOPY
528 BT120-ELP213 0 ELECTRICAL LIGHTING PLAN - SECTOR B CANOPY
529 BT120-ELP214 0 ELECTRICAL LIGHTING PLAN - SECTOR C CANOPY
530 BT120-EPP211 0 ELECTRICAL POWER PLAN - CANOPY OVERALL CANOPY
531 BT120-EPP212 0 ELECTRICAL POWER PLAN - SECTOR A CANOPY
532 BT120-EPP213 0 ELECTRICAL POWER PLAN - SECTOR B CANOPY
533 BT120-EPP214 0 ELECTRICAL POWER PLAN - SECTOR C CANOPY
534 BT120-EPP215 0 ELECTRICAL POWER PLAN - SECTOR D CANOPY
535 BT120-EPE212 0 ELECTRICAL POWER ELEVATION - SECTOR A CANOPY
536 BT120-EPE213 0 ELECTRICAL POWER ELEVATION - SECTOR B CANOPY
537 BT120-EPE214 0 ELECTRICAL POWER ELEVATION - SECTOR C CANOPY
538 BT120-ELP221 0 ELECTRICAL LIGHTING PLAN - CORE FACILITY CORE FACILITY
539 BT120-EPP221 0 ELECTRICAL POWER PLAN - CORE FACILITY CORE FACILITY
540 BT120-EPP222 0 ELECTRICAL POWER PLAN - SECTOR F CORE FACILITY
541 BT120-EPP223 0 ELECTRICAL POWER PLAN - ENLARGED ELECTRICAL ROOM CORE FACILITY
542 BT120-EPE221 0 ELECTRICAL POWER ELEVATIONS - ELECTRICAL ROOM CORE FACILITY
543 BT120-ELP231 0 ELECTRICAL LIGHTING PLAN BEB CHARGING GANTRY
544 BT120-EPP231 0 ELECTRICAL POWER PLAN AND GROUNDING PLAN BEB CHARGING GANTRY
545 BT120-ELP241 0 ELECTRICAL LIGHTING PLAN BEB EQUIPMENT YARD
546 BT120-EPP241 0 ELECTRICAL POWER PLAN BEB EQUIPMENT YARD
547 BT120-EPP242 0 ELECTRICAL UNDERGROUND CONDUIT BEB EQUIPMENT YARD
548 BT120-EGS101 0 ELECTRICAL GROUNDING DIAGRAM - SECTOR A CANOPY
549 BT120-EGS102 0 ELECTRICAL GROUNDING DIAGRAM - CORE FACILITY CORE FACILITY
550 BT120-EGS103 0 ELECTRICAL GROUNDING PLAN BEB CHARGING GANTRY
551 BT120-EGS104 0 ELECTRICAL GROUNDING PLAN BEB EQUIPMENT YARD
552 BT120-EPD101 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
553 BT120-EPD102 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
554 BT120-EPD103 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
555 BT120-EPD104 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
556 BT120-EPD105 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
557 BT120-EPD106 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
558 BT120-EPD107 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
559 BT120-EPD108 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
560 BT120-EPD109 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
561 BT120-EPD110 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
562 BT120-EPD111 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
563 BT120-EPD112 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER
564 BT120-EPS101 0 ELECTRICAL BEP ONE-LINE SOUTH RENTON TRANSIT CENTER
565 BT120-EPS102 0 ELECTRICAL CORE FACILITES ONE-LINE SOUTH RENTON TRANSIT CENTER
566 BT120-EPS103 0 ELECTRICAL BEB CHARGING BLOCK DIAGRAM SOUTH RENTON TRANSIT CENTER
567 BT120-EPS104 0 ELECTRICAL SITE LIGHTING WIRING DIAGRAM SOUTH RENTON TRANSIT CENTER
568 BT120-EPS110 0 ELECTRICAL KCM PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER
569 BT120-EPS111 0 ELECTRICAL KCM PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER
570 BT120-EPS112 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER
571 BT120-EPS113 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER
572 BT120-EPS114 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER
573 BT120-EPS115 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER
574 BT120-EPS116 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER
575 BT120-EPS117 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER
576 BT120-EPS120 0 ELECTRICAL CONNECTION SCHEDULE SOUTH RENTON TRANSIT CENTER
577 BT120-EPS121 0 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE SOUTH RENTON TRANSIT CENTER
578 BT120-EPS122 0 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 2 SOUTH RENTON TRANSIT CENTER
579 BT120-EPS123 0 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 3 SOUTH RENTON TRANSIT CENTER
580 BT120-EPS130 0 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER
581 BT120-EPS131 0 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER
582 BT120-EPS132 0 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER
583 BT120-ELS101 0 ELECTRICAL LUMINAIRE SCHEDULE SOUTH RENTON TRANSIT CENTER
584 BT120-ELS102 0 ELECTRICAL LIGHTING CONTROL MATRIX SOUTH RENTON TRANSIT CENTER
SHT. No. DWG. No.TITLEREV SHT. No. DWG. No.TITLEREV
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
INDEX OF DRAWINGS
BT120-GZI005
BT120
E. GOLLER
E. GOLLER
L. GILBERT
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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S1-BT120-GZI001-006 FACILITY ID:
Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-GZI001
GB-SEAL-JKH53550
SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3
MECHANICAL
ELECTRICALARCHITECTURAL (CONT'D)
12/06/2024
0006
RTA/CN 0205-24
585 BT120-JCN203 0 SYSTEMS COMMUNICATIONS NOTES
586 BT120-JCP206 0 SYSTEMS STRIDE BAY 1 COMMUNICATIONS PLAN
587 BT120-JCP207 0 SYSTEMS STRIDE BAY 2 AND 8 COMMUNICATIONS PLAN
588 BT120-JCP208 0 SYSTEMS KCM BAYS 3,6, AND 7 COMMUNICATIONS PLAN
589 BT120-JCP209 0 SYSTEMS KCM RAPID RIDE COMMUNICATIONS PLAN BAY 4 AND 5
590 BT120-JCP210 0 SYSTEMS STRIDE BAY 1 SHELTER COMMUNICATIONS RCP
591 BT120-JCP211 0 SYSTEMS KCM RAPID RIDE BAY 2 AND STRIDE BAY 8
592 BT120-JCP212 0 SYSTEMS KCM COMMUNICATIONS RCP BAYS 3,4,6, AND 7
593 BT120-JCE209 0 SYSTEMS STRIDE BAY AREA 1 COMMUNICATIONS ELEVATION
594 BT120-JCE210 0 SYSTEMS STRIDE LAYOVER COMMUNICATIONS ELEVATION
595 BT120-JCE211 0 SYSTEMS STRIDE BAY 8 COMMUNICATIONS ELEVATION
596 BT120-JCE212 0 SYSTEMS KCM BAY 2 COMMUNICATIONS ELEVATION
597 BT120-JCE213 0 SYSTEMS KCM BAY 7 COMMUNICATIONS ELEVATION
598 BT120-JCE214 0 SYSTEMS KCM BAY 6 COMMUNICATIONS ELEVATIONS
599 BT120-JCE215 0 SYSTEMS KCM BAYS 4 AND 5 COMMUNICATIONS ELEVATION
600 BT120-JCE216 0 SYSTEMS KCM BAY 3 COMMUNICATIONS ELEVATION
601 BT120-JCX210 0 SYSTEMS COMMUNICATIONS STRIDE BAY 1 SECTIONS
602 BT120-JCX211 0 SYSTEMS KCM COMMUNICATIONS SECTIONS
603 BT120-JCX212 0 SYSTEMS STRIDE BAY 2 AND 8 COMMUNICATIONS SECTIONS
604 BT120-JFS204 0 SYSTEMS SOUND TRANSIT BAY 1 RISER DIAGRAM
605 BT120-JFS205 0 SYSTEMS SOUND TRANSIT BAY 8 RISER DIAGRAM
606 BT120-JFS206 0 SYSTEMS SOUND TRANSIT OTHER BAYS RISER DIAGRAM
607 BT120-JFS207 0 SYSTEMS KCM BAY 2 RISER DIAGRAM
608 BT120-JFS208 0 SYSTEMS KCM OTHER BAYS RISER DIAGRAM
609 BT120-JCD204 0 SYSTEMS COMMUNICATIONS DETAILS
610 BT120-JCD205 0 SYSTEMS COMMUNICATIONS DETAILS
611 BT120-JCD206 0 SYSTEMS COMMUNICATIONS DETAILS
612 BT120-JCD207 0 SYSTEMS COMMUNICATIONS DETAILS
613 BT120-JCD208 0 SYSTEMS COMMUNICATIONS DETAILS
614 BT120-JCD209 0 SYSTEMS COMMUNICATIONS DETAILS
615 BT120-JCD210 0 SYSTEMS COMMUNICATIONS DETAILS
616 BT120-JCD211 0 SYSTEMS CCTV CAMERA DATA
617 BT120-JCN000 0 SYSTEMS SYMBOLS AND LEGEND TRANSIT CENTER
618 BT120-JCN001 0 SYSTEMS GENERAL NOTES TRANSIT CENTER
619 BT120-JCN002 0 SYSTEMS GENERAL NOTES TRANSIT CENTER
620 BT120-JCN003 0 SYSTEMS GENERAL NOTES TRANSIT CENTER
621 BT120-JCN004 0 SYSTEMS GENERAL NOTES TRANSIT CENTER
622 BT120-JCN005 0 SYSTEMS GENERAL NOTES TRANSIT CENTER
623 BT120-JCS006 0 SYSTEMS OUTLET AND MATRICES TRANSIT CENTER
624 BT120-JCP001 0 SYSTEMS SITE - OVERALL PLAN TRANSIT CENTER
625 BT120-JCP002 0 SYSTEMS SITE - ENLARGED PLAN TRANSIT CENTER
626 BT120-JCP220 0 SYSTEMS CORE FACILITY TELECOMMUNICATIONS PLAN TRANSIT CENTER
627 BT120-JCP221 0 SYSTEMS CORE FACILITY CONDUIT PLAN TRANSIT CENTER
628 BT120-JCP261 0 SYSTEMS TELECOM ROOM ENLARGED PLANS TRANSIT CENTER
629 BT120-JCE262 0 SYSTEMS TELECOM ROOM ST & KCM ELEVATIONS TRANSIT CENTER
630 BT120-JCE263 0 SYSTEMS TELECOM ROOM SERVICE PROVIDER ELEVATIONS TRANSIT CENTER
631 BT120-JCE264 0 SYSTEMS TELECOM ROOM OVERALL ELEVATIONS TRANSIT CENTER
632 BT120-JCE265 0 SYSTEMS TELECOM ROOM ISOMETRIC VIEW TRANSIT CENTER
633 BT120-JCD501 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER
634 BT120-JCD502 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER
635 BT120-JCD503 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER
636 BT120-JCD504 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER
637 BT120-JCD505 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER
638 BT120-JCD506 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER
639 BT120-JFS001 0 SYSTEMS BACKBONE SINGLE LINE TRANSIT CENTER
640 BT120-JCP003 0 SYSTEMS SITE - OVERALL PLAN TRANSIT CENTER
641 BT120-JCN051 0 SYSTEMS SYMBOLS AND LEGEND TRANSIT CENTER
642 BT120-JCP222 0 SYSTEMS FLOOR PLAN BUILDING PLAN
643 BT120-JCP223 0 SYSTEMS CONDUIT PLAN BUILDING PLAN
644 BT120-JCS051 0 SYSTEMS NETWORK RISER DIAGRAM
645 BT120-JCS052 0 SYSTEMS NETWORK RISER DIAGRAM
646 BT120-JCD551 0 SYSTEMS DETAILS
647 BT120-JCD552 0 SYSTEMS DETAILS
648 BT120-JCD553 0 SYSTEMS DETAILS
649 BT120-JCD554 0 SYSTEMS STANDARD DETAILS
650 BT120-JCD555 0 SYSTEMS STANDARD DETAILS
SHT. No. DWG. No.TITLEREV SHT. No. DWG. No.TITLEREV
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
INDEX OF DRAWINGS
BT120-GZI006
BT120
E. GOLLER
E. GOLLER
L. GILBERT
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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S1-BT120-GZI001-006 FACILITY ID:
Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-GZI001
GB-SEAL-JKH53550
SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3
SYSTEMS
COMMUNICATION
SECURITYSECURITY
TELECOM
12/06/2024
0007
RTA/CN 0205-24
TE
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DEVELOPMENT ENGINEERING
msippo 11/25/2025
R-4332256
1 BT120-GZT001 0 GENERAL COVER SHEET
2 BT120-GZI001 0 GENERAL INDEX OF DRAWINGS
3 BT120-GZI002 0 GENERAL INDEX OF DRAWINGS
4 BT120-GZI003 0 GENERAL INDEX OF DRAWINGS
5 BT120-GZI004 0 GENERAL INDEX OF DRAWINGS
6 BT120-GZI005 0 GENERAL INDEX OF DRAWINGS
7 BT120-GZI006 0 GENERAL INDEX OF DRAWINGS
8 BT120-GZI701 0 GENERAL INDEX OF DRAWINGS SR 167
9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN
10 BT120-GZK001 0 GENERAL KEY PLAN
11 BT120-GZN001 0 GENERAL ABBREVIATIONS
12 BT120-GZN002 0 GENERAL ABBREVIATIONS
13 BT120-GZN003 0 GENERAL ABBREVIATIONS
14 BT120-GZN004 0 GENERAL ABBREVIATIONS
15 BT120-GZN005 0 GENERAL ABBREVIATIONS
16 BT120-GZN006 0 GENERAL SYMBOLS AND LEGEND
17 BT120-GZN007 0 GENERAL SYMBOLS AND LEGEND
RIGHT OF WAY MONUMENT PLAN
651 BT120-RMP701 0 RIGHT OF WAY MONUMENT PLAN
652 BT120-RPP701 0 RIGHT OF WAY PROPOSED PLAN
CIVIL ALIGNMENT PLAN SR 167 STA. 997+00.00 TO STA. 1002+50.00
RIGHT OF WAY PROPOSED PLAN
653 BT120-CAP701 0 CIVIL ALIGNMENT PLAN SR 167 STA. 997+00.00 TO STA. 1002+50.00
654 BT120-CAP702 0 CIVIL ALIGNMENT PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00
655 BT120-CAP703 0 CIVIL ALIGNMENT PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00
CIVIL CIVIL HAUL PLAN SR167CIVIL ALIGNMENT PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00
656 BT120-CHP701 0 CIVIL CIVIL HAUL PLAN SR167
CIVIL TYPICAL SECTIONS SR167CIVIL CIVIL HAUL PLAN SR167
657 BT120-CRY701 0 CIVIL TYPICAL SECTIONS SR167
658 BT120-CRY702 0 CIVIL TYPICAL SECTIONS SR167
CIVIL SITE PREPARATION PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00CIVIL TYPICAL SECTIONS SR167
659 BT120-CSP702 0 CIVIL SITE PREPARATION PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00
660 BT120-CSP703 0 CIVIL SITE PREPARATION PLAN SR 167 STA.1008+00.00 TO STA. 202+00.00
CIVIL EROSION AND SEDIMENT CONTROL PLAN SR167 STA. 1002+50.00 TO STA. 1008+00.00CIVIL SITE PREPARATION PLAN SR 167 STA.1008+00.00 TO STA. 202+00.00
661 BT120-CTP702 0 CIVIL EROSION AND SEDIMENT CONTROL PLAN SR167 STA. 1002+50.00 TO STA. 1008+00.00
662 BT120-CTD701 0 CIVIL TESC DETAILS
663 BT120-CTD702 0 CIVIL TESC DETAILS
664 BT120-CTD703 0 CIVIL TESC DETAILS
CIVIL PAVING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00CIVIL TESC DETAILS
665 BT120-CPP702 0 CIVIL PAVING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00
666 BT120-CPP703 0 CIVIL PAVING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00
CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00
CIVIL PAVEMENT MARKING DETAILS
670 BT120-CLN701 0 CIVIL ILLUMINATION NOTES SR167
671 BT120-CLP701 0 CIVIL ILLUMINATION PLAN SR167
TRAFFIC SIGNAGE PLAN SR 167 STA. 997+00.00 TOP STA. 1002+50.00
CIVIL ILLUMINATION PLAN SR167
672 BT120-TNP701 0 TRAFFIC SIGNAGE PLAN SR 167 STA. 997+00.00 TOP STA. 1002+50.00
673 BT120-TNP702 0 TRAFFIC SIGNAGE PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00
674 BT120-TND701 0 TRAFFIC SIGNAGE DETAILS SR 167 IN RENTON
TRAFFIC MOTT NOTES SR167TRAFFIC SIGNAGE DETAILS SR 167 IN RENTON
675 BT120-TMN701 0 TRAFFIC MOTT NOTES SR167
676 BT120-TMP701 0 TRAFFIC MOTT PLAN SR167
677 BT120-TMP702 0 TRAFFIC MOTT PLAN SR167
678 BT120-TMP703 0 TRAFFIC MOTT PLAN SR167
679 BT120-TMP704 0 TRAFFIC MOTT PLAN SR167
680 BT120-TMP705 0 TRAFFIC MOTT PLAN SR167
681 BT120-TMP706 0 TRAFFIC MOTT PLAN SR167
682 BT120-TDP701 0 TRAFFIC DETOUR PLAN SR167
CIVIL PAVING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00
667 BT120-CMP702 0 CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00
668 BT120-CMP703 0 CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00
669 BT120-CMD701 0 CIVIL PAVEMENT MARKING DETAILS
CIVIL ILLUMINATION NOTES SR167
GENERAL
RIGHT-OF-WAY
SHT. No. DWG. No.TITLEREV SHT. No. DWG. No.TITLEREV
SOUTH RENTON TRANSIT CENTER / SR 167 ROADWAY IMPROVEMENTS - BOOK 3 OF 3
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
INDEX OF DRAWINGS
BT120-GZI701
BT120
E. GOLLER
E. GOLLER
L. GILBERT
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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DESIGNED BY:
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CHECKED BY:
APPROVED BY:
12
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S1-BT120-GZI701 FACILITY ID:
Xrefs: xBRT-CUD05-TB22x34
GB-SEAL-JKH53550
xS1-BT120-GZI701 xS1-BT120-GZI001-005
ROADWAY
CIVIL
ALIGNMENT
CONSTRUCTION STAGING
TYPICAL SECTIONS
SITE
PAVEMENT MARKING
ILLUMINATION
EROISION AND SEDIMENT CONTROL
TRAFFIC
SIGNAGE
MAINTENANCE OF TRAFFIC
12/06/2024
0008
RTA/CN 0205-24
MountlakeTerrace Transit Center (L300)
Downtown Redmond
SE Redmond
East Main (E335)
E16
Midtown
Everett
SW Everett Industrial Center
SR 526 & Evergreen
Mariner
Ash Way
Northgate (N160)
Roosevelt (N150)Redmond Technology Center (E360)
(Overlake Transit Center)
Overlake Village (E360)
South KirklandUniversity of Washington (U250)
Capitol Hill (U240)
Bellevue Downtown (E335)
(Bellevue Transit Center)
B
e
l
-
R
e
d
& 130th (E340)
Spring District
& 120th (E335)Wilburton (E335)
(Hospital)
Redmond
South Bellevue(E320)
Eastgate
Richards Rd.
IssaquahDelri
d
g
e
Mercer Island(E130)
"Current" Sodo (C700)
(Lander Street)
Judkins Park (E130)
(Rainier)
West Alderwood
Mount Baker (C710)
(McClellan Street)
Lynnwood Transit Center (L300)
Columbia City (C735)
(Edmonds/Columbia City)
N11
Seattle
Ballard
Interbay
Smith Cove
Seattle Center
South Lake Union
Denny
Westlake (C510)
University St. (C510)
Pioneer Square (C510)
International District (C510)
Av
a
l
o
n
AlaskaJunction
E09
Othello (C735)
C23C19
Be
a
c
o
n
H
i
l
l
(
C
7
1
0
)
C07
Issaquah
C05
N03
B07
C04
B09
B11
N09
E01
N13
N15
220th Street (Provisional)
N19
Mercer Island
Lid (WSDOT)
Q03
N21
N23
N25
N27
N29
N33 N35
N37
E19
E21
Q01
K01
W07 W05
Yard
O&M Facility
MOW Facility
Link Control Center
N36
Lynnwood
N30
N28
N26
N24
N22
N20
N18
N16
N14
N12
N10
Bellevue
N08
N06
N04
E30
E28
E26
E24E
2
2
E20
E10
E12
E08
C08
C02
C24
C06
C14
C12 I00
C26
C28
C2
0
C1
8
C2
2
N3
4
B16
B14
B12
B10
B08
B06
C1
6
West Seattle
Ballard
Y01
M01
M02
M03
E03E02E00 E04 E05 E06
Yard
O&M Facility
Y02
M04
M05 MOW Facility
K00
Q02
W0
6 W04
N17
E27
E25
E11
Mount Baker
Lid (WSDOT)
"New" Sodo
B03
W00
B02
B04
B15
B13
B17
E15
N31
N32
SR 99 & Airport Rd (Provisional)
S Graham St.
C40
Parking (L200)
W03
Parking(L200)
Parking
(L200)
Parking (Provisional)
Parking (L200)
Parking (L300)
Parking
(E320)
Parking
(E360)N07 U District (U140)
(Brooklyn)
C25
C125
C27
E31
E42
B00
N05
N00
N02
Pine St. Ventilation Facility
C01Convention Place Facility
E23
E18
E29
E14
C15W01
B01C09
B05C03
NP23
NP21
NP17
NP15
NP13
NP11
EP09
EP27
Q07
Q04
Q05Lakemont
(Provisional)
Q06
Stadium (C700)
(Royal Brougham)
Shoreline South (L200)
(145th St.)
Shoreline North (L200)
(185th St.)
NE 130th St. (L200)
(Provisional)
C13
W02
BT310 BT312 BT314
15
t
h
A
v
e
.
N
E
(
S
3
)
30
t
h
A
v
e
.
N
E
(
S
3
)
BT320
BT322
BT324 BT330 BT332 BT334
BT340 BT342 BT344 BT346
BT260
BT350
N
E
1
5
3
r
d
S
t
.
(
S
3
)
N
E
1
6
5
t
h
S
t
.
(
S
3
)
61
s
t
A
v
e
.
N
E
(
S
3
)
Lake Forest Park
Town Center (S3)
68
t
h
A
v
e
.
N
E
(
S
3
)
Ke
n
m
o
r
e
Pa
r
k
-
n
-
R
i
d
e
(
S
3
)
10
4
t
h
A
v
e
.
N
E
(
S
3
)
98th Ave. NE (S3)
Canyon Park (S2)
BTP324 BTP340
BTP334
Beardslee Blvd.
NE 195th St. (S2)
UW
Bothell/Cascadia
College (S3)
BT350
BT240
BT230
BT220
SR 522/I-405TRANSIT HUB (S2)
BRICKYARD (S2)
KINGSGATE / TOTEM LAKE (S2)
BT210NE 85TH (S3)
BTP101
BT100
BTP110
BT110
NE 44TH STREET (S1)
NP37
NP29
NP27
New Westlake
E07
EP29
BTM01
BTM02
BTM03
BTM04
Admin & Ops
Parking & Service
Guard Booth
MOW
Hilltop District (T100)
Fi
f
e
Ta
c
o
m
a
D
o
m
e
Po
r
t
l
a
n
d
A
v
e
Union (C910)
Tukwilla/ Intl Blvd. (C755)
(S 154th Street)
Convention Center (C910)
"New" Theater District (C910)
"Current" Theater District (C910)
T01
T05
T07
T09
T11
T13
T17
T19
T21
T23
T25T27T29T31T33T35T37
Old City Hall (T100)
S 4th Ave (T100)
Tacoma General (T100)
6th Ave (T100)
St J
o
s
e
p
h
(
T
1
0
0
)
Hil
l
T
o
p
S S
p
r
a
g
u
e
A
v
e
S Un
i
o
n
A
v
e
S S
t
e
v
e
n
s
S
t
S P
e
a
r
l
S
t
Tac
o
m
a
Com
m
u
n
i
t
y
Co
l
l
e
g
e
T15
Stadium District (T100)
S13 S11
S09 South Federal Way
S07Federal Way Transit Center (F200)
S05S 272nd Street (F200)
(Star Lake)
S03Kent/ Des Moines (F200)
S01Angle Lake (S440)
(S 200th Street)
C37Airport Exit Loop (C430R)SeaTac Airport (C420)
Tacoma
C35
Rainier Beach (C735)
(Henderson Street)
C34
Y00 M00
Ya
r
d
(
C
9
2
0
)
O&
M
(
C
9
2
0
)
C30
C32
C36
S00
S04
S02
S06
S08
S10
S12S14
T04
T06
T08
T10
T12
T14
T16
T18
T20
T22
T24
T36 T34 T32 T30 T28
T26
SeaTac
S 133rd St. (C755)
Boeing Access Road Parking
Parking (S445)
C29
C31
Federal Way
Parking (F200)
Parking (F200)
CP31
C33
SP01
SP03
SP05
SP07
S15
Parking (F200)
T03
T0
2
S
2
5
t
h
BTP120
BT120
SOUTH RENTON (S1)
BT130
TUKWILA INTL BLVD (S1)
BT140
BURIEN TRANSIT CENTER (S1)
Yard
O&M Facility
MOW Facility
LSW Storage
Y03
M08
M09
M10
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
PROJECT LOCATION ID PLAN
BT120-GZK000
BT120
E. GOLLER
C. SAXE
M. FOLWELL
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
N
X##X##
X##
X##
X##
XX##
LEGEND:
At-Grade Station
Grade Separated Station
Tunnel Station
Facility
At-Grade Track
Grade Separated Track
Tunnel Track
Linked Stations
Tunnel Station
SEE VIEW AT LEFT
SEE VIEW AT RIGHT
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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DESIGNED BY:
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CHECKED BY:
APPROVED BY:
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S1-BT120-GZK000 FACILITY ID:
Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-JKH53550
12/04/2024 0009
RTA/CN 0205-24
SW GRADY
W
A
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SW 7TH ST
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SW GRADY
W
A
Y
SW 7TH ST
/
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S
W
G
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A
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Y
W
A
Y
SW
7
T
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HARDIE
AVE SWSR-167
I-
4
0
5
N
SCALE IN FEET
0150 300300 600
(1" = 300')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
KEY PLAN
BT120-GZK001
BT120
E. GOLLER
C. SAXE
M. FOLWELL
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
1"=300'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
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I
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1
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A
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FU
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C
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
11
/
1
8
/
2
4
|
2
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1
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S1-BT120-GZK001 FACILITY ID:
Xrefs: xS1-BT120-VRX001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-JKH53550
xS1-BT120-GZK701
LAKE AVE S
CAP - ALIGNMENT
CDP - DRAINAGE
CMP - PAVEMENT MARKING
CPP - PAVING
CSP - SITE PREPARATION
CLP - ILLUMINATION
JCP - SITE COMMUNICATION
LHP - HARDSCAPE
LPP - PLANTING
LRP - IRRIGATION
RPP - PROPOSED RIGHT OF WAY
TIP - INTELLIGENT TRAFFIC SYSTEM (ITS)
UCP - UTILITY DEMO PLAN
UWP - WATER UTILITY
USP - SEWER UTILITY
CROSS REFERENCING OF DRAWINGS
BASE SHEET TITLE
1"=20' DRAWING SETS S1-BT120-**P101 S1-BT120-**P102 S1-BT120-**P103 S1-BT120-**P104 S1-BT120-**P105 S1-BT120-**P106 S1-BT120-**P107
01
**P = DESIGN ELEMENT PLAN VIEW DESIGNATION
01
SCALE: 1" = 300'
KEY MAP - ROADWAY SHEETS
02
03
04
05
06
02 03 04 05 06
CAP - ALIGNMENT
CDP - DRAINAGE
CMP - PAVEMENT MARKING
CPP - PAVING
CSP - SITE PREPARATION
CLP - ILLUMINATION
JCP - ELECTRICAL AND COMMUNICATION
LHP - HARDSCAPE
LPP - PLANTING
LRP - IRRIGATION
RPP - PROPOSED RIGHT OF WAY
TIP - INTELLIGENT TRAFFIC SYSTEM (ITS)
UCP - COMPOSITE UTILITY
UWP - WATER UTILITY
USP - SEWER UTILITY
CROSS REFERENCING OF DRAWINGS
BASE SHEET TITLE
1"=20' DRAWING SETS S1-BT120-**P201 S1-BT120-**P202 S1-BT120-**P203 S1-BT120-**P204 S1-BT120-**P205
01
**P = DESIGN ELEMENT PLAN VIEW DESIGNATION
01
SCALE: 1" = 300'
KEY MAP - SITE SHEETS
02
03
04
05
02 03 04 05
SOUTH RENTON
TRANSIT CENTER
STATION
SOUTH RENTON
TRANSIT CENTER
STATION
SCALE: 1" = 300'
KEY MAP - SR-167 SHEETS
N
07
CROSS REFERENCING OF DRAWINGS
BASE SHEET TITLE
1"=20' DRAWING SETS S1-BT120-**P701 S1-BT120-**P702 S1-BT120-**703
01 02 03
CAP - ALIGNMENT
CMP - PAVEMENT MARKING
CPP - PAVING
CTP - TESC
CXP - DEMOLITION
CLP - ILLUMINATION
RMP - RIGHT OF WAY MONUMENTS
RPP - PROPOSED RIGHT OF WAY
TDP - TRAFFIC DETOUR
TMP - TRAFFIC CONTROL
TNP - SIGNING
**P = DESIGN ELEMENT PLAN VIEW DESIGNATION
07
01 02
03
N
N
10404 0010
RTA/CN 0205-24
#NUMBER, TYPE
%PERCENT
&AND
*DIM REQ VERIFICATION BY OTHER DIM
/OF
@ AT
+/-PLUS OR MINUS, DIM REQ FIELD VERIFY
Δ TOTAL CENTRAL ANGLE OF SPIRAL AND CIRCULAR
CURVES
Δc CENTRAL ANGLE OF CIRCULAR CURVE EXTENDING
FROM SC TO CS
Δc1 SUFFIX (1) DENOTES DATA FOR THE FIRST CIRCULAR
CURVE OF A COMPOUND CURVE
Δc2 SUFFIX (2) SAME AS ABOVE - SECOND CIRCULAR
CURVE OF A COMPOUND CURVE
ϴs1 CENTRAL ANGLE OF SPIRAL SUFFIX (1)
ϴs2 CENTRAL ANGLE OF SPIRAL SUFFIX (2)
ϴs3 CENTRAL ANGLE OF SPIRAL SUFFIX (3)
└SINGLE ANGLE
┘└ DOUBLE ANGLE
Ø DIAMETER, PHASE
(E)EXISTING
(F)FUTURE
(N)NEW
A
A AMPERE
A/B AIR BRAKE
A/C ASPHALTIC CONCRETE
A/G AT-GRADE
A/R AS REQUIRED
A/S ACRYLIC-LATEX SEALANT
A/T AUTO TENSION
A/V AUDIO VISUAL
AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND
TRANSPORTATION OFFICIALS
AB ANCHOR BOLT
ABD ABANDON(ED)
ABDV AUTOMATIC BALL DRIP VALVE
ABUT ABUTMENT
ABV ABOVE
AC ALTERNATING CURRENT, ABOVE COUNTER, AIR
COMPRESSOR, ASBESTOS CEMENT, AIR CONDITIONING
ACCP AIR CONDITIONING CONTROL PANEL
ACD ASBESTOS CEMENT DUCT (CONDUIT)
ACI AMERICAN CONCRETE INSTITUTE
ACOUS ACOUSTICAL
ACOUS PNL ACOUSTICAL PANEL
ACP ASBESTOS CEMENT PIPE, ASPHALT CONCRETE
PAVEMENT
ACPL AUXILIARY CONTROL PANEL
ACR ACRYLIC, ACCESS CARD READER
ACS ACCESS
ACSR ALUMINUM CONDUCTOR STEEL REINFORCED
ACT ACOUSTICAL CEILING TILE
ACT-# ACOUSTICAL CEILING TILE - TYPE
ACU AIR CONDITIONING UNIT
AD ACCESS DOOR, AREA DRAIN
ADA AMERICAN WITH DISABILITIES ACT
ADD ADDENDUM, ADDENDA
ADDL ADDITIONAL
ADJ ADJACENT, ADJUST(ABLE)
AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
AF AMP FUSE, AMP FRAME
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AGG AGGREGATE
AGG B AGGREGATE BASE
AGG SB AGGREGATE SUB BASE
AGHA ALTERATION OF GEOLOGICAL HAZARD AREA
AHCP AIR HANDLING CONTROL PANEL
AHCW AUTOMATIC HIGHWAY CROSSING WARNING
AHD AHEAD
AHJ AUTHORITIES HAVING JURISDICTION
AHU AIR HANDLING UNIT
AIC AMPERE INTERRUPTING CURRENT
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AL ALUMINUM
ALIGN ALIGNMENT
ALM ALARM
ALT ALTERNATE
ALUM ALUMINUM
AMP AMPERE, AMPERAGE
ANC ANCHOR(AGE)
ANOD ANODIZE(D)
ANS AMBIENT NOISE SENSOR
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
ANT ANTENNA
AP ANGLE POINT, APPROACH
APC-# ACOUSTICAL PANEL CEILING
AP-# ACOUSTICAL PLASTER TYPE
APPROX APPROXIMATELY
APT AUXILIARY POWER TRANSFORMER
AR ANCHOR ROD
ARC ABRASION RESISTANT COATINGS
ARCH ARCHITECT, ARCHITECTURAL
AREMA AMERICAN RAILWAY ENGINEERING AND
MAINTENANCE-OF-WAY ASSOCIATION
ARV AIR RELIEF VALVE
AS AIR SEPARATOR, AMPMETER SWITCH
ASA AMERICAN STANDARDS ASSOCIATION
ASL AIRSPACE LEASE
ASPH ASPHALT
ASSY ASSEMBLY
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AT AMP TRIP
ATB ASPHALT TREATED BASE
ATCH ATTACH
ATM ALONG TRACK MOVEMENT
ATP AUTOMATIC TRAIN PROTECTION
ATR ABOVE TOP RAIL
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AUX AUXILIARY
AV ALARM VALVE, AUDIO VISUAL
AVE AVENUE
AWG AMERICAN WIRE GAUGE
AWI ARCHITECTURAL WOODWORK INSTITUTE
AWS AMERICAN WELDING SOCIETY
AWWA AMERICAN WATER WORKS ASSOCIATION
B
B BRICK
B&B BALLED AND BURLAPPED
B-SPAN BODY SPAN
B/BOTTOM/BACK OF
B/B BACK TO BACK
B/C BOTTOM OF CURB
B/L BASE LINE
B/W BALANCE WEIGHT, BACK OF WALK
BAL BALANCE
BAT BATTERY
BCD-# BIRD CONTROL SYSTEM TYPE
BCP BRANCH CIRCUIT PANEL
BCR BIKE CARD READER
BD BOARD, BYPASS DAMPER
BDA BI-DIRECTIONAL AMPLIFIER
BDD BACK DRAFT DAMPER
BEG BEGINNING
BF BACK FACE, BOTTOM FACE, BACKFILL
BFA BY-PASS FEEDER ANCHOR
BFF BELOW FINISHED FLOOR
BFP BACKFLOW PREVENTER
BH BORED HOLE
BHP BRAKE HORSE POWER
BIA BRICK INSTITUTE OF AMERICA
BIJ BONDED INSULATED JOINT
BIL BASIC IMPULSE LEVEL
BIT BITUMINOUS
BJF BITUMINOUS JOINT FILLER
BK BACK
BKF BACKFILL
BKR BREAKER
BL BASE LINE, BUILDING LINE, BOUNDARY LINE
BLD BUILDING
BLK BLOCK
BLKG BLOCKING
BLKR BICYCLE LOCKER
BLST BALLAST
BLVD BOULEVARD
BM BEAM, BENCHMARK
BMP BEST MANAGEMENT PRACTICE(S)
BMS BUILDING MANAGEMENT SYSTEM
BNSF BNSF RAILWAY
BO BOTTOM OF, BREAK OUT, BLOCK OUT, BLOW OFF VALVE
BOB BOTTOM OF BRICK
BOC BACK OF CURB
BOD BOTTOM OF DUCT
BOF BOTTOM OF FOOTING
BOH BACK OF HOUSE
BOP BOTTOM OF PIPE
BOS BOTTOM OF STRUCTURE
BOT BOTTOM
BOW BACK OF WALK
BP BACKFLOW PREVENTER
BPP BRANCH POWER PANEL
BR BRIDGE, BARE ROOT
BRD BAROMETRIC RELIEF DAMPER
BRG BEARING
BRG PL BEARING PLATE
BRK-# BRICK MASONRY TYPE
BRKT BRACKET
BS BOTH SIDES, BIRD SCREEN
BSMT BASEMENT
BTU BRITISH THERMAL UNIT
BTUH BRITISH THERMAL UNITS PER HOUR
BV BALL VALVE
BVL BEVELED
BW BOTH WAYS, BOTTOM OF WALL
BZ BRONZE
C
C CONDUIT, CELSIUS/CENTIGRADE, COMMUNICATIONS,
CHANNEL, CLOSE
C&C CUT AND COVER
C&G CURB AND GUTTER
C&S COMMUNICATION AND SIGNALS
C/B COVE BASE
C/C CENTER TO CENTER, CONCRETE CULVERT
C/G CORNER GUARD
C/L CURB LINE
C/S COUNTERSUNK
C-SPAN CROSS SPAN
CAB CABINET
CAL CALIPER
CALC CALCULATED
CANT CANTILEVER
CAT CATEGORY, CATENARY
CATV CABLE TELEVISION
CB CATCH BASIN
CBB CEMENTITIOUS BACKERBOARD
CBL CABLE
CC COOLING COIL, CENTER OF CIRCULAR CURVATURE,
CIP INTEGRAL COLOR CC-#
CCL CENTRAL CONTROL
CCTB CORROSION CONTROL TEST BOX
CCTV CLOSED-CIRCUIT TELEVISION
CCW COUNTER CLOCKWISE
CD COLD DRAWN, CONDENSATE DRAIN, CLEARANCE
DISTANCE
CDC COMMUNICATIONS DISTRIBUTION CABINET
CDF CONTROLLED DENSITY FILL
CE CONSTRUCTION EASEMENT, CLEARANCE ENVELOPE
CED CONCRETE ENCASED DUCTBANK
CEM CEMENT
CEM BD CEMENT BOARD
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF-# CEMENTITIOUS FIREPROOFING TYPE
CF CUBIC FOOT/FEET
CFF CAP FOR FUTURE
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CG CENTER OF GRAVITY, CONCRETE GUTTER
CG-# CORNER GUARD TYPE
CHAM CHAMFER
CHD CHORD
CHGR CHARGER
CHK CHECK
CHWS CHILLED WATER SUPPLY
CI CAST IRON
CIP CAST-IN-PLACE, CAST IRON PIPE
CIP-# CAST-IN-PLACE TYPE
CIP-S# CONCRETE SEALER TYPE
CIRC CIRCULAR
CIT CIRCUIT
CIV CIVIL
CIW CAST IRON WATER
CJ CONTROL/CONTRACTION/CONSTRUCTION JOINT
CJP COMPLETE JOINT PENETRATION
CK CREEK
CKT CIRCUIT
CL CENTERLINE, CLASS
CLF, CLEF CHAIN LINK FENCE
CLG CEILING
CLG-# CEILING TYPE
CLGH CEILING HANGAR
CLGS CEILING SUPPORT
CLO CLOSET
CLP CONCRETE LIGHT POLE, CLAY PIPE
CLR CLEAR(ANCE)
CLSM CONTROLLED LOW-STRENGTH MATERIAL
CM CONSTRUCTION MANAGEMENT
CMH COMMUNICATIONS MANHOLE
CMP CORRUGATED METAL PIPE
CMT CEMENT TREATED BASE
CMU-# CONCRETE MASONRY UNIT TYPE
CND CONDUIT
CNTR CENTER
CNR BD CORNER BEAD
CO CLEAN OUT, CARBON MONOXIDE
CO2 CARBON DIOXIDE
COB CITY OF BOTHELL
COL COLUMN
COMB COMBINATION
COMI CITY OF MERCER ISLAND
COMM COMMUNICATIONS
COMPO COMPOSITION
COMPT COMPARTMENT
CON CONSOLE
CONC CONCRETE
CONC-S# CONCRETE SEALANT TYPE
COND CONDUIT, CONDENSATE, CONDUCTOR
CONN CONNECT(ION)
CONST CONSTRUCT(ION)
CONT CONTINUOUS/CONTINUATION, CONTAINER GROWN
CONT'D CONTINUED
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
GENERAL ABBREVIATIONS
BT120-GZN001
BT120
E. GOLLER
C. SAXE
M. FOLWELL
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
ABBREVIATIONS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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CHECKED BY:
APPROVED BY:
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S1-BT120-GZN001-005 FACILITY ID:
12/04/2024 0011
RTA/CN 0205-24
F
F FLAG POLE, FAHRENHEIT, FIX
F'c 28 DAY CONCRETE STRENGTH
F/R FIRE RATED
F/T FIXED TERMINATION
F TO F FACE TO FACE
FA FIRE ALARM, FIXED ANCHOR, FLOOR ASSEMBLY
FAAP FIRE ALARM ANNUNCIATOR PANEL
FABX FIRE ALARM BOX
FAC FACILITY
FACP FIRE ALARM CONTROL PANEL
FAF FRESH AIR FAN
FAI FRESH AIR INTAKE
FB FLAT BAR, FORESTED BUFFER
FBO FURNISHED BY OWNER
FBRGLC FIBERGLASS CONDUIT
FC FACE OF CURB, FLEXIBLE CONNECTION, FARE
COLLECTION
FC-# FLUOROPOLYMER COATING TYPE
FCC FIRE COMMAND CENTER
FCO FLOOR CLEANOUT
FCS FIELD CONTROL SYSTEM
FCU FAN COIL UNIT
FD FIBER DUCT, FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FDCP FIRE DAMPER CONTROL PANEL
FDN FOUNDATION
FDP FIBER DISTRIBUTION PANEL
FDR FEEDER
FE-# FIRE EXTINGUISHER TYPE
FEC-# FIRE EXTINGUISHER CABINET TYPE
FF FINISHED FLOOR, FAR FACE
FFJ FULL FEEDING JUMPER
FG FINISH GRADE
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
CONTR CONTRACTOR
CONTV CONTROL VALVE
COR CITY OF REDMOND
COORD COORDINATE
CORP CORPORATION
CORR CORRIDOR, CORRUGATED
COV COVER(ED)
CP CONCRETE PIPE, CONDUIT
CPLG COUPLING
CPP COMMUNICATIONS POWER PANEL
CPT CONTROL POWER TRANSFORMER, CONTROL POINT
CPW-# CEMENTITIOUS WALL PANEL - TYPE
CR CURB RAMP, CONDUIT RISER
CRL CANE RAIL
CRS COLD ROLLED STEEL
CS COMBINED SEWER, CURVE TO SPIRAL
CSBC CRUSHED SURFACING BASE COURSE
CSJ CONSTRUCTION JOINT, CLOSURE STRIP JOINT
CSK CASEWORK
CSL CROSSHOLE SONIC LOGGING
CSM COMBINED SEWER MANHOLE
CSMH COMBINED SEWER MANHOLE
CSMT CASEMENT
CSP CONCRETE SEWER PIPE
CST CAST STONE
CSTC CRUSHED SURFACING TOP COURSE
CT CERAMIC TILE, CONICAL TEE, CURRENT TRANSFORMER
CTB CEMENT TREATED BASE
CTR CENTER(S)
CTRL CONTROL
CTRLR CONTROLLER
CTY CABLE TRAY
CU COPPER, CUBIC, CONDENSING UNIT
CU YD CUBIC YARD
CULV CULVERT
CV CONTROL VALVE, CONSTANT VOLUME, CABLE VAULT
CVLV CHECK VALVE
CW CONCRETE WALK, CONTACT WIRE, CLOCKWISE, COLD
WATER
CWA COUNTERWEIGHT ANCHOR
CWP CEMENTITIOUS WALL PANEL
CWR CONTINUOUS WELDED RAIL
CWT COUNTERWEIGHT
CW-# CURTAIN WALL TYPE
CY CUBIC YARD(S)
D
D DEEP, DEPTH, DUCT
D/W DRIVEWAY
DA DISABLED
DB DRY BULB, DIRECT BURIED, DC BREAKER
DB DUCT, CONDUIT, DEPTH, DUCTBANK
DBA DEFORMED BAR ANCHOR
DBH DIAMETER BREAST HEIGHT
DBL DOUBLE
Dc DEGREE OF CIRCULAR CURVE (ARC DEFINITION)
DC DIRECT CURRENT, DISTRIBUTION CABINET
DCDA DOUBLE CHECK DETECTOR ASSEMBLY
DCM DESIGN CRITERIA MANUAL
DCVA DOUBLE CHECK VALVE ASSEMBLY
DCW DOMESTIC COLD WATER
DDCA DOUBLE DETECTOR CHECK ASSEMBLY
DEF DEFLECTION
DEF JT DEFLECTION JOINT
DEG DEGREE
DEL DELETE
DEMO DEMOLITION
DESC DESCRIPTION
DET, DTL, DETAIL(S)
DTLS
DF DIRECT FIXATION, DRINKING FOUNTAIN
DGA DOWN GUY ANCHOR
DH DUCT HEATER
DHW DOMESTIC HOT WATER
DHWC DOMESTIC HOT WATER CIRCULATION
DI DROP INLET, DUCTILE IRON, DISCRETE INPUT
DIA, DIAM DIAMETER
DID DOOR INTRUSION DETECTOR
DIFF DIFFUSER
DIM DIMENSION
DIP DUCTILE IRON PIPE
DIR DIRECTION
DISC DISCONNECT
DISC SW DISCONNECT SWITCH
DISCH DISCHARGE
DISTR DISTRIBUTION
DL DEAD LOAD
DLN DRIPLINE
DMP-# DECORATIVE METAL PANEL TYPE
DN DOWN
DO DITTO, DISCRETE OUTPUT
DOC DEGREE OF CURVATURE
DOE DEPARTMENT OF ECOLOGY
DOIT DEPARTMENT OF INFORMATION TECHNOLOGY
DOM DOMESTIC
DP DAMPPROOFING, DEEP
DPR DAMPER
DR DRIVE, DOOR
DRN DRAIN
DS DOWNSPOUT, DOOR SWITCH
DSP DRY STANDPIPE
DWG(S) DRAWING(S)
DWL DOWEL
DWR DRAWER
DWV DRAIN, WASTE, VENT
DX DIRECT EXPANSION
E
E EAST/EASTING, ELECTRICAL
E/P EDGE OF PAVEMENT
E/S EDGE OF SHOULDER
Ea ACTUAL TRACK SUPERELEVATION (INCHES)
EA EACH, EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EB EASTBOUND
EBC EMBEDDED CONDUIT
EC ELECTRICAL CONTRACTOR, END CAP, ELECTRICAL
CONDUIT, EPOXY-COATED, ELECTRICALLY
COMMUTATED
ECS ENVIRONMENTAL CONTROL SYSTEM
ED ELECTRIC(AL) DUCT
EDD EXHAUST DUCT DAMPER
EER ENERGY EFFICIENCY RATING
EF EACH FACE, EXHAUST FAN
EFAN EXHAUST FAN
EFC EXPOSED FINISH CONCRETE EPOXY FIBERGLASS
CONDUIT
EFD EXHAUST FAN DAMPER
EFF EFFICIENCY
EFW EFFECTIVE FLUID WEIGHT
EG EXISTING GRADE
EGR EMERGENCY GUARD RAIL
EHC ELECTRIC HEATING COIL
EHS EXTRA HIGH STRENGTH
EI ELECTRICAL INTERLOCK
EJ EXPANSION JOINT
EJ-# / EJC-# EXPANSION JOINT COVER TYPE
ELAST-# ELASTOMERIC COATING TYPE
EL/ELEV ELEVATION, ELEVATOR
ELAST ELASTOMERIC
ELEC/ELECT ELECTRIC(AL)
ELECPBD ELECTRIC PANEL BOARD
ELP EMERGENCY LIGHTING PANEL
EM ELECTROMAGNETIC MONITORING
EMB EMBEDMENT, EMBEDDED PLATE/ITEM
EMER EMERGENCY
EMH ELECTRIC MANHOLE
EMI ELECTROMAGNETIC INTERFERENCE
EMP EMERGENCY MANAGEMENT PANEL
EMR ELEVATOR MACHINE ROOM
EMRF EMERGENCY REVERSIBLE FAN
EMS EMERGENCY MANAGEMENT SYSTEM
EMT ELECTRICAL METALLIC TUBING
ENCL ENCLOSURE
ENGR ENGINEER
ENTR ENTRANCE
EOP/EP EDGE OF PAVEMENT
EPF ELEVATOR SHAFT PRESSURIZATION FAN
EPO EMERGENCY POWER OFF
EPP EMERGENCY POWER PANEL
EQ EQUAL
EQNBK STATION EQUATION BACK
EQNAHD STATION EQUATION AHEAD
EQPT EQUIPMENT
EQUIV EQUIVALENT
ERER EMERGENCY BACKPACK STORAGE
ES EACH SIDE, EXTRA STRENGTH
ESC ESCALATOR
ESL ELECTRIC STREET LIGHT
ESMT EASEMENT
ESP EXTERNAL STATIC PRESSURE
EST ESTIMATED
ETC ET CETERA
ETEL EMERGENCY TELEPHONE
ETS EMERGENCY TRIP STATION
ETT ELECTRIC TRANSMISSION TOWER
ETW EDGE OF TRAVELED WAY
Eu UNBALANCED TRACK SUPERELEVATION (INCHES)
EUH ELECTRICAL UNIT HEATER
EV ELECTRIC VAULT, ELECTRIC VEHICLES
EVP EMERGENCY VEHICLE PREEMPTION
EW EACH WAY, EASTBOUND TO WESTBOUND
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EWT ENTERING WATER TEMPERATURE
EX/EXIST EXISTING
EXC/EXCAV EXCAVATION
EXF EXHAUST FAN
EXH EXHAUST
EXP EXPANSION
EXPO EXPOSED
EXT EXTERIOR, EXTINGUISHER, EXTERNAL
FHMS FLAT HEAD MACHINE SCREW
FHV FIRE HOSE VALVE
FIN FINISH(ED)
FIX FIXED
FIXT FIXTURE
FJ FEEDER JUMPER
FL FLOW LINE, FLANGE
FLA FULL LOAD AMPA
FL-#FLOURPOLYMER COATING - TYPE
FLEX FLEXIBLE
FLG FLANGE
FLH FLATHEAD
FLR FLOOR
FLSH FLASHING
FLUOR FLUORESCENT
FM FORCE MAIN
FMP FIRE MANAGEMENT PANEL
FN FENCE
FND FOUNDATION, FAN DAMPER
FNIC FUTURE NOT IN CONTRACT
FO FACE OF, FIBER OPTIC
FOB FACE OF BRICK
FOC FACE OF CONCRETE, FACE OF CURB
FOF FACE OF FINISH
FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR
FOIO FURNISHED BY OWNER, INSTALLED BY OWNER
FOP FACE OF POLE
FOS FACE OF SLAB / STUD / STRUCTURE, FACTOR OF
SAFETY
FOT FIBER OPTIC TRANSMISSION SYSTEM
FOW FACE OF WALL
FP FIRE PROTECTION
FPAP FALL PROTECTION ANCHOR POST
FPM FEET PER MINUTE
FPP FIBER OPTIC PATCH PANEL
FPRF FIRE PROOF
FR FROM
FREQ FREQUENCY, FREQUENTLY
FRP FIBERGLASS REINFORCED PLASTIC/POLYMER
FRT FIRE RESISTANT TREATED
FS FAR SIDE, FIRE SERVICE, FUSED SWITCH
FSD FIRE SMOKE DAMPER
FT FOOT/FEET
FTB FLUIDIZED THERMAL BACKFILL
FTC FIRE EXTINGUISHER/TELEPHONE CABINET
FTG FOOTING
FUR FURRING
FURN FURNISH
FUT FUTURE
FVE FARE VENDING EQUIPMENT
FVEC FIRE VALVE & EXTINGUISHER CABINET
FVNR FULL VOLTAGE NON-REVERSING
FW FIELD WELD
FWD FORWARD
FXTR FIXTURE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
GENERAL ABBREVIATIONS
BT120-GZN002
BT120
E. GOLLER
C. SAXE
M. FOLWELL
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
ABBREVIATIONS (CONT'D)
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
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S1-BT120-GZN001-005 FACILITY ID:
12/04/2024 0012
RTA/CN 0205-24
I
J
M
K
I/O INPUT/OUTPUT
I/R IN-RUNNING (RIDING CONTACT WIRE)
I INTERLOCK
IA INTRUSION ALARM
IB IMPEDANCE BONDS
IBC INTERNATIONAL BUILDING CODE
ICC INTERNATIONAL CODE COUNCIL
ID INSIDE DIAMETER/DIMENSION IDENTIFICATION
IE INVERT ELEVATION
IF INSIDE FACE
IJ INSULATING / ISOLATION JOINT
ILLUM ILLUMINATED
IM INFORMATION MONITOR
IN INCH(ES)
IN WC INCHES WATER COLUMN
INC INCLUDE, INCOMING
INCD INCANDESCENT
INCL INCLUDE, INCLUDING
IND INDICATE
J JUMPER
JAN JANITOR
JB, J-BOX JUNCTION BOX
JCT JUNCTION
JS JANITOR SINK
JST JOIST
JT/JNT JOINT
JT BKR JOINT BACKER
K KIP (1000 POUNDS)
KA KILOAMPERE
KC KING COUNTY
KCMIL THOUSAND CIRCULAR MILS
KCWW KING COUNTY WASTE WATER
KF KIP-FOOT
KO KNOCK-OUT
KLF KIPS PER LINEAR FOOT
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
KV KILOVOLT
KVA KILOVOLT AMPERE
KVAR KILOVOLT AMPERES REACTIVE
KW KILOWATT
KWHR KILOWATT-HOUR M METER, MOVEABLE
M/L MAIN LINE
M/N MODEL NUMBER
M/O MOTOR OPERATED
M/W MESSENGER WIRE
MA MAST ARM
MACH MACHINE
MAINT MAINTENANCE
MAS MASONRY
MAT MIXED AIR TEMPERATURE
MATL MATERIAL
MAV MANUAL AIR VENT
MAX MAXIMUM
MBH 1000 BRITISH THERMAL UNITS PER HOUR
MBR MEMBER
G
G1 GRADE SUFFIX (1)
G2 GRADE SUFFIX (2)
G GAS, GROUND, GRADE
G/L GROUND/GRADE LINE
G/R PL GUARD RAIL PLATE
GA GAUGE
GAL GALLON
GALV GALVANIZED, HOT DIPPED GALVANIZED
GALVS GALVANIZED STEEL
GB GRAB BAR, GROUND BUS
GB-# GLAZING BLOCK TYPE
GC GENERAL CONTRACTOR
GD GUIDEWAY DISPERSION, GARAGE DRAIN
GDR-# GUARDRAIL SYSTEM TYPE
GEN GENERATOR
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFI GROUND FAULT INTERRUPTER
GFRP GLASS FIBER REINFORCED PLASTIC
GFRP-# GLASS FIBER REINFORCED PLASTIC - TYPE
GH GROUND HYDRANT
GI GROUND INLET
GL GLAZING
GL-# GLAZING TYPE
GM GAS METER
GND GROUND
GP GAUGE PLATE
GP-# GRAFITTI COATING TYPE
GPM GALLONS PER MINUTE
GR GRADE, GAS REGULATOR GALVANIZED
GRAN GRANITE
GRD GROUNDING DEVICE, GRILLE REGISTER DIFFUSER
GRL GRILLE
GRL-# OVERHEAD COILING GRILLE TYPE
GRS GALVANIZED RIGID STEEL
GRSC GALVANIZED RIGID STEEL CONDUIT
GRTG-# GRATING TYPE
GRX GRADE CROSSING
GS GALVANIZED STEEL
GSC GALVANIZED STEEL CONDUIT
GSP GALVANIZED STEEL PIPE, CONDUIT (GSC)
GUY GUY LINE
GV GAS VALVE, GATE VALVE, GREASE VENT
GVP GAS VENT PIPE
GW GREASE WASTE
GWB GYPSUM WALL BOARD
GYP GYPSUM
H
H HIGH, HORIZONTAL, HEIGHT
H-SPAN HEAD SPAN
H/R HEAD ROOM
H/W HOT WATER
HAS HEADED ANCHOR STUD
HB HOSE BIBB
HC HEATING COIL, HOLLOW CORE
HD HARD DRAWN
HDPE HIGH DENSITY POLYETHYLENE (PIPE)
HDR HEADER
HDW HARDWARE
HEX HEXAGONAL
HH HAND HOLE
HI TRACK HIGHPOINT
HK HOOK
HM HOLLOW METAL
HMA HOT MIX ASPHALT
HMD HOLLOW METAL DOOR
HMF HOLLOW METAL FRAME
HNDRL-# HAND RAIL TYPE
HO HAND OPERATED
HOF HEEL OF FROG
HORIZ HORIZONTAL
HP HORSE POWER, HIGH PRESSURE
HPC HIGH PERFORMANCE COATING
HPC-# HIGH PERFORMANCE COATING TYPE
HPG HIGH PRESSURE GAS
HPT HIGH POINT
HR HANDRAIL
HRC HEAT RECOVERY COIL
HRL HIGH RAIL LEVEL
HS HIGH STRENGTH, HEEL OF SWITCH
HSB HIGH STRENGTH BOLT
HSS HOLLOW STEEL/STRUCTURAL SECTION HIGH
STRENGTH STEEL
HT HEIGHT(H), HAND THROW (MANUAL)
HTR HEATER
HV HIGH VOLTAGE
HVAC HEATING, VENTILATION & AIR CONDITIONING
HW HEADWALL
HWT HOT WATER TANK
HYD HYDRANT
HZ HERTZ
INFO INFORMATION
INSP INSPECTION, INSPECT
INST INSTANTANEOUS
INSUL-# INSULATION TYPE
INT INTERIOR, INTERMEDIATE
INV INVERT
IP IRON PIPE, INTERMEDIATE PRESSURE
IPS IRON PIPE SIZE
IR INSIDE RADIUS, IN RUNNING
IRG, IRR, IRRIGATION
IRRIG
ITC INTERFACE TERMINAL CABINET
ITS INFORMATION TECHNOLOGY SYSTEM, INTELLIGENT
TRANSPORTATION SYSTEMS
IW INDIRECT WASTE
L
L LEFT, LENGTH, LINED, LINING, STRUCTURAL ANGLE,
LONGITUDINAL
L-L LINE TO LINE VOLTAGE
L/T LEFT TRACK
LA LIGHTNING ARRESTOR
LAD LADDER
LAM LAMINATE
LAT LATERAL, LEAVING AIR TEMPERATURE
LAV LAVATORY
LB(S) POUND(S)
LB/FT POUNDS PER FOOT
LBF POUNDS FORCE
Lc TOTAL LENGTH OF CIRCULAR CURVE
LC LIGHTING CONTROL
LCP LIGHTING CONTROL PANEL LOCAL CONTROL PANEL
LED LIGHT EMITTING DIODE
LF LINEAR FOOT/FEET
LG LENGTH
LH LEFT HAND
LHR LEFT HAND REVERSE
LID LOW IMPACT DRAINAGE ZONE
LIN LINEAR
LJ LEADED JOINT
LJT LONGITUDINAL JOINT
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNWD LYNNWOOD
LO TRACK LOWPOINT
LOC LIMITS OF CONSTRUCTION, LOCATION
LONG LONGITUDINAL
LOP LIMIT OF PAVEMENT
LR-# LEAN RAIL TYPE
LP LOW PRESSURE, LIGHTING PANEL
LPT LOW POINT
LR LOW RAIL
LRT LIGHT RAIL TRANSIT
LRV LIGHT RAIL VEHICLE
Ls TOTAL LENGTH OF SPIRAL
Ls1 SUFFIX (1) AT SYMBOL DENOTES DATA FOR FIRST
SPIRAL IN UNSYMMETRICAL SPIRALIZED CURVE
Ls2 SUFFIX (2) - SAME AS ABOVE, SECOND SPIRAL
Ls3 SUFFIX (3) - SAME AS ABOVE, THIRD SPIRAL
LS LUMP SUM, LINE SECTION
LSL LONG SLOTTED HOLES
LT LEFT, LEAK TESTING, LIGHT
LTG LIGHTING
LV LOW VOLTAGE, LAVATORY
LVC LENGTH OF VERTICAL CURVE (PVC TO PVT)
LVL LEVEL
LVR-# LOUVER TYPE
LWT LEAVING WATER TEMPERATURE
MC MECHANICAL CONTRACTOR, MISCELLANEOUS
CHANNEL, MAGNETIC CONTACT SWITCH
MC-# METAL CEILING TYPE
MCA MINIMUM CIRCUIT AMPPACITY
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MCD MULTIPLE CONCRETE DUCTS, CONDUITS
MD-# STRUCTURAL METAL DECK
MD MEASURE DOWN, MOTORIZED DAMPER
MDE MAXIMUM DESIGN EARTHQUAKE
MDF MEDIUM DENSITY FIBERBOARD
MDG MOLDING
MDP MAIN DISTRIBUTION PANEL
MDPR MOTORIZED DAMPER
MECH MECHANICAL
MED MEDIUM
MEMB MEMBRANE
MEP MECHANICAL ELECTRICAL PLUMBING
MEZZ MEZZANINE
MFR MANUFACTURER
MH MAINTENANCE HOLE, MANHOLE
MIL EQUAL TO 1/1000TH OF AN INCH (0.001")
MIN MINIMUM
MISC MISCELLANEOUS
MJ MECHANICAL JOINT, MOVEMENT JOINT
MLT MOUNTLAKE TERRACE
MLO MAIN LUGS ONLY
MM MILLIMETER
MO MASONRY OPENING
MOD MODULAR, MOTOR OPERATED DAMPER, MODULATING,
MODIFIED
MON MONUMENT
MOP MOTOR OPERATED
MOT MAINTENANCE OF TRAFFIC
MOV MOVABLE
MP MILE POST, MEDIUM PRESSURE, MID-POINT, MORE
PERMISSIVE SPEED
MP-# METAL PANEL TYPE
MPA MID-POINT ANCHOR
MPB MAIN POWER SWITCHBOARD
MPH MILES PER HOUR
MR MOISTURE RESISTANT
MRP-# METAL ROOF PANEL TYPE
MRSS MOTOR RATED SNAP SWITCH
MRT MORTAR
MS MOTOR STARTER
MSB MAIN SWITCHBOARD
MSE MECHANICALLY STABILIZED EARTH
MSFS METAL STRUT FRAMING SYSTEM
MSL MEAN SEA LEVEL
MSP MOTOR STARTER PANEL
MT MAGNETIC TESTING, MISCELLANEOUS TEE
MTB MAIN TERMINAL BOARD
MTD MULTIPLE TILE DUCT/CONDUIT, MOUNTED
MTG MOUNTING
MTL METAL
MTR METER
MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
GENERAL ABBREVIATIONS
BT120-GZN003
BT120
E. GOLLER
C. SAXE
M. FOLWELL
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
ABBREVIATIONS (CONT'D)ABBREVIATIONS (CONT'D)
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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12/04/2024 0013
RTA/CN 0205-24
mV MILLIVOLT
MVA MEGAVOLT AMPERE
MVSS MEDIUM VOLTAGE SUBSTATION
MW MEGAWATT, MESSENGER WIRE
N
N NORTH/NORTHING, NEUTRAL
N/A NOT APPLICABLE
NB NORTHBOUND
NBR NON-BRIDGING
NC NORMALLY CLOSED
NCWD NORTH CITY WATER DISTRICT
NE NORTHEAST
NEC NATIONAL ELECTRICAL CODE
NEG NEGATIVE
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NESC NATIONAL ELECTRIC SAFETY CODE
NF NEAR FACE
NFHB NON-FREEZE HOSE BIB
NGPA/NGPE NATIVE GROWTH PROTECTION AREA/EASEMENT
NIC NOT IN CONTRACT
NL NIGHT LIGHT
NMC NON-METALLIC CONDUIT
NO NORMALLY OPEN
NO./No. NUMBER
NOM NOMINAL
NPCW NON POTABLE COLD WATER
NPDES NATIONAL POLLUTION DISCHARGE ELIMINATION
SYSTEM
NPS NOMINAL PIPE SIZE
NPT NATIONAL PIPE THREAD
NR NOT REGISTERED
NRCP NON-REINFORCED CONCRETE PIPE
NS NEAR SIDE, NOT SUPPORTED
NSR NOT SUPPORTED OR REGISTERED
NST NOT STEEPER THAN
NTS NOT TO SCALE
NUM NUMBER
NW NORTHWEST, NOISE WALL
O
O OPEN, OIL
O/L OVERLAP
O/R OUT-OF-RUNNING (NON-RIDING CONTACT WIRE)
O/S OFFSET
OA OUTSIDE AIR, OVERALL
OBD OPPOSED BLADE DAMPER
OC ON CENTER
OCS OVERHEAD CATENARY/CONTACT SYSTEM
OD OUTSIDE DIAMETER/DIMENSION
ODE OPERATIONAL DESIGN EARTHQUAKE
OF OIL FILLED, OUTSIDE FACE
OFCI OWNER FURNISHED CONTRACTOR INSTALLED
OH OVERHEAD, OPPOSITE HAND
OHB OVERHEAD BRIDGE
OHE OVERHEAD ELECTRICAL
OHP OVERHEAD POWER
P
P PANEL, PIPE, POLE, PAINT, PILASTER OFFSET FROM
INITIAL TANGENT TO PC OF THE SHIFTED CIRCLE
P/C PRECAST
P/S PRE-STRESSED
P/T POST TENSIONED, POCKET TRACK
PA PUBLIC ADDRESS
PADC PUBLIC ADDRESS DISTRIBUTION CABINET
(REMOTE AMPLIFIER RACK)
PAN PANTOGRAPH
PB-# PAVER - WAYFINDING BRAID - TYPE
PB PULLBOX, PUSHBUTTON
PBX PRIVATE BRANCH EXCHANGE
PC POINT OF CURVATURE, POINT OF CHANGE FROM
TANGENT TO CIRCULAR CURVE
PC CONC PRECAST CONCRETE
PC-# PRECAST CONCRETE PAVER - TYPE
PCC PORTLAND CEMENT CONCRETE, POINT OF COMPOUND
CURVATURE
PCCP PORTLAND CEMENT CONCRETE PAVEMENT
PCF POUNDS PER CUBIC FOOT
PCP PLANTING CONTROL POINT
PCP-# PRECAST CONCRETE PANEL - TYPE
PD PLASTIC DUCT/CONDUIT, PERFORATED
PE PRELIMINARY ENGINEERING, POLYETHYLENE
PED PEDESTRIAN
PEF PLATFORM EXHAUST FAN
PERF PERFORATED
PERP PERPENDICULAR
PET PUBLIC EMERGENCY TELEPHONE
PF POINT OF FROG
PG PERFORMANCE GRADE
PGL PROPOSED/PROFILE GRADE LINE
PGRS PVC COATED GRS
PGRSC PVC COATED GRS CONDUIT
PH PHASE, POTHOLE
PI POINT OF INTERSECTION OF TWO TANGENTS
PIS POINT OF INTERSECTION OF TANGENTS OF A SPIRAL
PIP PROTECT IN PLACE
PITO POINT OF INTERSECTION OF TURNOUT STRAIGHT AND
DIVERGING SIDES
PIV POST INDICATOR VALVE
PJP PARTIAL JOINT PENETRATION
PL PLATE, PROPERTY LINE, PLACE, PLASTIC
PLAM PLASTIC LAMINATE
PLAM-# PLASTIC LAMINATE - TYPE
PLAS PLASTER
PLAT PLATFORM
PLBG PLUMBING
PLC PLACE(S)
PLF POUNDS PER LINEAL FOOT
PLP PLASTIC PIPE
PLUMB PLUMBING
PLYWD PLYWOOD
PM PARKING METER
PMJF PRE-MOLDED JOINT FILLER
PNL PANEL
PNT POINT
PNT-# PAINT COLOR
PO PUSH-ON JOINT, POWER OPERATED
POB POINT OF BEGINNING
POC POINT ON CURVE, POINT OF CONNECTION
POE POINT OF ENDING, POWER OVER ETHERNET
POH POWER OVERHEAD
POS POINT OF STATIONING, POSITIVE
PP PETROLEUM PRODUCTS, POWER POLE POWER PANEL
PPB PEDESTRIAN PUSH BUTTON
PR PAIR, PROPOSED
PRC POINT OF REVERSE CURVATURE
PREFAB PREFABRICATED
PREFIN PREFINISHED
PRELIM PRELIMINARY
PROJ PROJECTION
PROP PROPOSED
PRV PRESSURE REDUCING VALVE
PRVT PRIVATE
PS-#PRECAST CONCRETE STAIR, TREAD/LANDING
PS POINT OF SWITCH, PRESTRESSING
PSE PUGET SOUND ENERGY
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
PT POINT OF TANGENCY, POCKET TRACK, PRESSURE
TREATED, POINT OF CHANGE FROM CIRCULAR CURVE
TO TANGENT, POST TENSIONING
PTZ PAN TILT ZOOM
PT-# PORCELAIN TILE - TYPE, SURVEY POINT NUMBER
PVC POLYVINYL CHLORIDE (PIPE), POINT OF VERTICAL
CURVATURE
PVCC POINT OF VERTICAL COMPOUND CURVE
PVI POINT OF VERTICAL INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENCY
PWR POWER
Q
QT QUARRY TILE
QTY QUANTITY
QUAD QUADRANT
R
R - I/O REMOTE INPUT/OUTPUT
R RADIUS, RISER, RANGE RESISTANCE, RIM, RELAY,
RIGHT
RC RADIUS OF CIRCULAR CURVE
RS RADIUS OF SPIRAL
R/T RIGHT TRACK
RA RETURN AIR, RADIO ANTENNA
RAD RADIUS, RADIAL
RA-# ROOFING ASSEMBLY TYPE
RAL-# ROOF ACCESS LADDER TYPE
RAT RETURN AIR TEMPERATURE
RB-# RESILIENT BASE - TYPE
RB READER BOARD
RC REINFORCED CONCRETE
RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING
PLAN
RCPR REINFORCED CONCRETE PIPE RUBBER GASKET
RCPT RECEPTACLE
RCV REMOTE CONTROL VALVE
RCVR RECEIVER
RD ROAD, ROOF DRAIN, RADIO DISTRIBUTION
RDWY ROADWAY
RE RIM ELEVATION, RESIDENT ENGINEER RUNNING EDGE
OF RAIL
RECON RECONNECT
RECT RECTANGULAR, RECTIFIER
REF REFERENCE
REFRIG REFRIGERANT
REG REGISTER
REINF REINFORCE(D) (ING) (MENT)
RELOC RELOCATE
REQD REQUIRED
RES RESERVOIR
RESP-# EPOXY RESINOUS FLOORING
RET RETAINING, RETURN(ED)
REV REVISED/REVISION, REVERSE(IBLE)
RFG ROOFING
RFL-# RESILIENT FLOORING - TYPE
RFLD REFLECTED
RGS RIGID GALVANIZED STEEL
RGSC RIGID GALVANIZED STEEL CONDUIT
RH RIGHT HAND
RHR RIGHT HAND REVERSE
RJ RESTRAINED JOINT
RLL RAIN WATER LEADER, REFRIGERANT LIQUID LINE
RLUB RAIL LUBRICATOR
RM ROOM
RMV REMOVE
RNLD RONALD WASTEWATER DISTRICT
RO ROUGH OPENING
ROT ROTATED VIEW
ROW, R/W RIGHT-OF-WAY
RP RADIUS POINT
RPBP REDUCED PRESSURE BACKFLOW PREVENTER
RPM REVOLUTIONS PER MINUTE
RR RAILROAD
RRX RAILROAD GRADE CROSSING
RS-A RIPARIAN SHRUB BUFFER 'A'
RS-B RIPARIAN SHRUB BUFFER 'B'
RSC RIGID STEEL CONDUIT
RSCL RAILROAD SIGNAL AND COMMUNICATIONS LINE
RSD-# RESINOUS STATIC DISSIPATIVE FLOORING - TYPE
RSL REFRIGERANT SUCTION LINE
RT-# ROOF SYSTEM TYPE
RT RIGHT
RTD RESISTANCE TEMPERATURE DETECTOR
RTU REMOTE TERMINAL UNIT
RVS REVERSE
RW RETAINING WALL
S
S SOUTH, SLOPE, SINK, S-SHAPE
S-SPAN STEADY SPAN
S-T SELF TAPPING
S/C SIGNAL/COMMUNICATION
S/DW SINK WITH ATTACHED DISHWASHER
S/S SERVICE SINK
S/W SIDEWALK
SA SUPPLY AIR, SURGE ARRESTOR
SAF SUPPLY AIR FAN
SAFF SELF-ADHERED FLEXIBLE FLASHING
SAFTP STAND-ALONE FARE TRANSACTION PROCESSOR
SAN SANITARY SEWER
SAP SUBSTATION ALARM PANEL
SAT SUPPLY AIR TEMPERATURE, SPRAYED ACOUSTIC
TREATMENT
SB SOUTHBOUND, STRADDLE BENT
SBR SEALANT AND BACKER ROD
SC SPIRAL TO CURVE SIGNAL/COMMUNICATION
SCADA SUPERVISORY CONTROL AND DATA ACQUISITION
SCAT SIMPLE CATENARY AUTO TENSION
SCFT SIMPLE CATENARY FIXED TERMINATION
SCH/SCHED SCHEDULE
SCL SEATTLE CITY LIGHT
SCR SMART CARD READER, SCREW
SCRN SCREEN
SD STORM DRAIN, SMOKE DETECTOR
SDD SUPPLY DUCT DAMPER
SDMH STORM DRAIN MAINTENANCE HOLE, STORM DRAIN
MANHOLE
SDT SMOKE DETECTOR
SE SOUTHEAST
SEC SECOND, SECURITY, SECTION
SECT SECTION
SEER SEASONAL ENERGY EFFICIENCY RATIO
SEG SEGMENT(AL)
SEM SEQUENTIAL EXCAVATION METHOD
SENS SENSIBLE
SEQ SEQUENCE
SERV SERVICE
SF SQUARE FOOT/FEET, SUPPLY FAN
SF-# STORE FRONT SYSTEM TYPE
SFD SUPPLY FAN DAMPER
OHWM ORDINARY HIGH WATER MARK
OP, OPL OIL PIPELINE, OLYMPIC PIPELINE
OPNG OPENING
OPP OPPOSITE
OR OUTSIDE RADIUS
ORD OVERFLOW ROOF DRAIN
ORL OVERFLOW RAINWATER LEADER
OS OCCUPANCY SENSOR
OSA OUTSIDE AIR
OSD OVERHEAD STORM DRAIN
OTC OVERLAKE TRANSIT CENTER
OTM OTHER TRACK MATERIAL
OTS OPEN TO STRUCTURE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
GENERAL ABBREVIATIONS
BT120-GZN004
BT120
E. GOLLER
C. SAXE
M. FOLWELL
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
ABBREVIATIONS (CONT'D)ABBREVIATIONS (CONT'D)
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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S1-BT120-GZN001-005 FACILITY ID:
12/04/2024 0014
RTA/CN 0205-24
U
X
Y
Z
W
V
U/C UNDER CONSTRUCTION
U/S UNDERSIDE
UBC UNIFORM BUILDING CODE
UD UNDERDRAIN
UG UNDERGROUND, UNDERGRADE
UGB UNDERGRADE BRIDGE
UH UNIT HEATER
UL UNDERWRITER LABORATORIES
UNEX UNEXCAVATED
UNK UNKNOWN
UNO UNLESS NOTED OTHERWISE
UP UTILITY POLE, UNION PACIFIC RR
UPS UNINTERRUPTABLE POWER SUPPLY
UST UNDERGROUND STORAGE TANK
UTIL UTILITY
UV ULTRAVIOLET, UTILITY VAULT
V VALVE COVER/BOX, DESIGN VELOCITY IN MILES PER
HOUR, VERTICAL, VOLT(S)
VA VOLT AMPS
VAC VACANT
VAR VARIABLE/VARIES, VARIETY
VAV VARIABLE AIR VOLUME
VB VAPOR BARRIER
VC VERTICAL CURVE
VCD VITRIFIED CLAY DUCT, CONDUIT
VCP VITRIFIED CLAY PIPE
VCT VINYL COMPOSITION TILE
VCZ VEGETATION CLEAR ZONE
VD VOLUME DAMPER
VE VENT
VENT VENTILATE (ION)
VERT VERTICAL
VIF VERIFY IN FIELD, VERTICAL INSIDE FACE
VLT VAULT
VMS VARIABLE MESSAGING SYSTEMS/SIGN
VP VAPOR PROOF
VPF VEGETATION PROTECTION FENCING
VPZ VEGETATION PROTECTION ZONE
VOIP VOICE OVER IP
VS VOLTMETER SWITCH
VTR VENT THROUGH ROOF
W WEST, WATT, WATER, WIRE, WASTE, WIDE, WIDTH, WIDE
FLANGE SHAPE
W.M. WILLAMETTE MERIDIAN
W/WITH
W/I WITHIN
W/O WITHOUT
WAB-# WATER AND AIR BARRIER TYPE
WAT WATER
WABO WASHINGTON ASSOCIATION OF BUILDING OFFICIALS
WB WESTBOUND, WATER BOX, WET BULB
WC WATER CLOSET, WATER COLUMN
X BEARING TYPE CONN W/THREADS EXCLUDED FROM SHEAR
PLANE
XBM CROSSBEAM
XFMR TRANSFORMER
XMTR TRANSMITTER
XS EXTRA STRONG
X-ING CROSSING
X-OVER CROSSOVER
X-SPAN CROSS SPAN
Y WYE, YARD, YELLOW
YD YARD
YL YARD LEADx
Z IMPEDANCE
SFRM SPRAY-APPLIED FIRE RESISTIVE MATERIAL
SH SHOWER/TUB, STANDARD HYDROSEED, SYSTEM
HEIGHT
SHC SHOTCRETE
SHT SHEET
SHTHG SHEATHING
SI SECTION INSULATOR
SIG SIGNAL
SIM SIMILAR
SJO STANDARD JUNIOR OIL RESISTANT COMPOUND
SJT SCORE JOINT
SL STREET LIGHT, SHELTER LIGHT, SLOPE, SOUND LINED,
SLEEVE
SL-#SLOPED GLAZING - TYPE
SLJ STREET LIGHT JUNCTION BOX
SLNT SEALANT
SLSM SOUND LINED SHEET METAL
SM SHEET METAL
SMFO SINGLE MODE FIBER OPTIC
SMR SURFACE METAL RACEWAY
SNS STREET NAME SIGN
SOE SUPPORT OF EXCAVATION
SOG SLAB ON GRADE
SOP SET OUT POINT
SOV SHUT OFF VALVE
SP STEEL PIPE/DUCT/CONDUIT, STATIC PRESSURE, SUMP
PUMP
SPA, SPC SPACES, SPACING
SPEB SOUTH PORTAL ELECTRICAL BUILDING
SPEC SPECIFICATION(S)
SPF STAIRWELL PRESSURIZATION FAN
SPKR SPEAKER
SPL SOLDIER PILE & LAGGING
SPP SPECIES
SPR SPRINKLER
SPST SINGLE POLE SINGLE THROW
SPU SEATTLE PUBLIC UTILITIES
SQ SQUARE
SQ FT SQUARE FOOT
SQ IN SQUARE INCH
SQHD SQUARE HEAD
SREG SUPPLY REGISTER
SS SANITARY SEWER, STANDARD SEED, SUBSTATION
SSL SHORT SLOTTED HOLES
SSMH SANITARY SEWER MANHOLE/MAINTENANCE HOLE
SSS SANITARY SIDE SEWER
SST STAINLESS STEEL
ST-# METAL STAIRS TYPE
ST STREET, SOUND TRANSIT, SPIRAL TO TANGENT
STA STATION(ING)
STD STANDARD, STANDARD TREE
STE STEAM
STIFF STIFFENER
STIRR STIRRUP(S)
STL STEEL, STREET LIGHT
STMB STREAM BUFFER
STN-# STONE PANEL TYPE
STOR STORAGE
STP STEEL PIPE, DUCT, CONDUIT
STR STAIR
STRUCT STRUCTURE(AL)
STU SHOCK TRANSMISSION UNIT
SU STUB UP
SUB SUBSTATION
SUPT SUPPORT
SURF SURFACE
SUSP SUSPENDED
SVC,SVCS SERVICE(S)
SW SHEARWALL, SIDEWALK, SOUTHWEST, SWITCH
SWA SINGLE WIRE ANCHOR
SWBD SWITCHBOARD
SWFT SINGLE WIRE FIXED TERMINATION (OCS)
SWGR SWITCH GEAR
SWH SWITCH HEATER
SWHT SWITCH HEATER TRANSFORMER
SWPPP STORM WATER POLLUTION PREVENTION PLAN
SWR SEWER
SYM SYMBOL, SYMMETRICAL
SYS SYSTEM
T
T TOP, TANGENT, TELEPHONE, TOWNSHIP, THERMOSTAT,
TRANSVERSE, TRIP
T&B TOP AND BOTTOM
T/TOP OF
T/C TRACK CENTERS, TOP OF CURB
T/EMB TOP OF EMBEDMENT
T/F TOE OF FROG, TOP OF FOUNDATION
T/G TOP OF GROUND LINE
T/L TAX LOT
T/LR TOP OF LOW RAIL
T/P TOP OF PAVEMENT
T/R TOP OF RAIL
TA-# TOILET ACCESSORY TYPE
TAN TANGENT
TB THRUST BLOCK, TAP BOX, TERMINAL BLOCK
TBB TELECOMMUNICATIONS BACK BOARD
TBD TO BE DETERMINED
TBF TUNNEL BOOSTER FAN
TBM TUNNEL BORING MACHINE
TBR TO BE REMOVED
TC-# TERRA COTTA RAINSCREEN SYSTEM
Tc TANGENT DISTANCE FROM SC OR CS TO PI
Tc1 SUFFIX (1) DENOTES DATA FOR FIRST TANGENT
OF A COMPOUND CURVE
Tc2 SUFFIX (2) - SAME AS ABOVE, SECOND TANGENT
OF COMPOUND CURVE
TC TOP OF CURB, TRAFFIC CONTROLLER BOX
(UNDERGROUND), TRACK CIRCUIT
TCAL TEMPORARY CONSTRUCTION AIRSPACE LEASE
TCB TRAFFIC CONTROLLER BOX (ABOVE GROUND)
TCE TEMPORARY CONSTRUCTION EASEMENT
TCR TRAIN CONTROL ROOM
TD TELEPHONE DUCT, TRENCH DRAIN, TRACK DAMPER
TDD TELECOMMUNICATIONS DISPLAY DEVICE
TDM TRANSPORTATION DESIGN MANUAL
TYP TYPICAL, TYPICAL AT ALLTETRACTION ELECTRIFICATION
TEL TELEPHONE
TELECOMM TELECOMMUNICATION
TEMP TEMPORARY, TEMPERATURE
TERM TERMINAL
TES TRACTION ELECTRIFICATION SYSTEM
TESC TEMPORARY EROSION SEDIMENT CONTROL
TF TOP FACE, TEMPERATURE FAHRENHEIT, TRACK FEET
TFD TUNNEL FAN DAMPER
TG TELEGRAPH, TOP OF GRADE, TRANSFER GRILLE, TOP
OF GRATE
TH THICKNESS, THRESHOLD
THK THICK(NESS)
THRD THREADED
TI TENANT IMPROVEMENTS
TJB TRAFFIC JUNCTION BOX
TL TENSION LENGTH
TMH TELEPHONE MANHOLE
TO TURNOUT, TOP OF
TOB TOP OF BEAM
TOC TOP OF CONCRETE, TOP OF STRUCTURAL CONCRETE
TOD TRANSIT ORIENTED DEVELOPMENT, TOP OF DUCT
TOF TOP OF FOOTING
TOG TOP OF GRADE
TOP TOP OF PIPE
TOR TOP OF RAIL
TORW TOP OF RETAINING WALL
TOS TOP OF SLAB, TOP OF STRUCTURE, TOP OF STEEL
TOT TOTAL
TOW TOP OF WALL
TP TOTAL PRESSURE, TRAP PRIMER
TPO-# THERMOPLASTIC POLYOLEFIN ROOFING
TPSS TRACTION POWER SUBSTATION
TR TRACK RELAY
TRAC TRACTION
TRANSF TRANSFORMER
TRANSV TRANSVERSE
TRD TREAD
TRK TRACK
Ts1 TANGENT DISTANCE FROM TS TO PI
Ts2 TANGENT DISTANCE FROM ST TO PI
TS TRAFFIC SIGNAL, TEST STATION, TANGENT TO SPIRAL,
STRUCTURAL TUBING, TERMINAL STRIP
TSH TOP OF SIGNAL HEAD
TSOE TEMPORARY SUPPORT OF EXCAVATION
TSP TOTAL STATIC PRESSURE
TT TRANSFER TRIP, TRACK TRANSFORMER
TTC TELEPHONE TERMINAL CABINET
TV TELEVISION/CABLE TELEVISION
TVF TUNNEL VENTILATION FAN
TVM TICKET VENDING MACHINE
TVOH TELEVISION OVERHEAD
TVS TUNNEL VENTILATION SHAFT
TW THERMITE WELDING, TOP OF WALL
TW PR TWISTED PAIR
TWA TIE WIRE ANCHOR
TWC TRAIN TO WAYSIDE COMMUNICATION
TWM TACTILE WARNING MATERIAL
WCL WALL CONTROL LINE
WCO WATER CLEANOUT, WALL CLEANOUT
WE WESTBOUND TO EASTBOUND
WD WOOD
WF WIDE FLANGE (BEAM)
WF-# WALL FINISH TYPE
WG WATER GAUGE
WGR-# WATER AND GRAFFITI REPELLANT - TYPE
WH WATER HEATER
WHDM WATT-HOUR DEMAND METER
WHM WATT-HOUR METER
WI WROUGHT IRON
WID WIDTH
WIN WINDOW
WIP WROUGHT IRON PIPE
WK WORK
WL WORK LINE, WIND LOAD
WLD WELDED
WM WATER METER, WATER MAIN
WMH WATER MANHOLE
WOM WOMEN
WP WORK POINT, WEATHERPROOF
WPM WATERPROOFING MEMBRANE
WP-# WATERPROOFING SYSTEM
WQ WATER QUALITY
WR WATER RESISTANT
WRC-1 WATER REPELLANT COATING TYPE
WS WATER STOP
WSDOT WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION
WSH WASH, WASHER
WSP WELDED STEEL PIPE, WET STANDPIPE RESTORED
SCRUB-SHRUB WETLAND
WT WIDE FLANGE STEEL "T" SECTION, WEIGHT, WARNING
TIME
WT-# WALL TILE TYPE
WUTC WASHINGTON UTILITIES AND TRANSPORTATION
COMMISSION
WV WATER VALVE
WWF WELDED WIRE FABRIC
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
GENERAL ABBREVIATIONS
BT120-GZN005
BT120
E. GOLLER
C. SAXE
M. FOLWELL
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
ABBREVIATIONS (CONT'D)ABBREVIATIONS (CONT'D)
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
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DESIGNED BY:
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CHECKED BY:
APPROVED BY:
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-
#
-
X
-
DATUM
NAVD '88
ALL DIMENSIONS SHOWN IN FEET
UNLESS OTHERWISE
DESIGNATED.
SCALE BAR (SCALE AS NOTED ON SHEET)
NAVD 88 DATUM
N
NORTH ARROW
SCALE IN FEET
0
(CUSTOM)
# ###
DETAIL TITLE
SCALE:
#
XX
ELEVATION TITLE
SCALE:
X
XX
ELEVATION TITLE
SCALE:
X
-
DETAIL TITLE
SCALE:
#
-
SECTION
SCALE:
X
XX
SECTION TITLE
SCALE:
X
-
SECTION
DESIGNATION
(LETTER)
SECTION CUT ON THE
SAME SHEET ONLY
ELEVATION CUT ON
THE SAME SHEET ONLY
ELEVATION
DESIGNATION
(LETTER)
ELEVATION
DESIGNATION
(LETTER)
DRAWING NUMBER OF
FIRST SHEET WHERE THE
ELEVATION IS CUT FROM
SECTION
DESIGNATION
(LETTER)
#
-
SYMBOLS
NB 000+00
27
5
.
2
32
0
.
1
2
PROPOSED
ELEV OR PGL (T/LR)EXIST ELEV
TYPICAL PROFILE
ELEVATION DATA
ELEVATION
DESIGNATION
(LETTER)
DRAWING NUMBER OF SHEET
WHERE THE ELEVATION IS SHOWN
(DASH IF ON SAME SHEET ONLY)
SECTION
DESIGNATION
(LETTER)
DRAWING NUMBER OF SHEET
WHERE THE SECTION IS SHOWN
(DASH IF ON SAME SHEET ONLY)
DETAIL
DESIGNATION
(NUMBER)
DRAWING NUMBER OF SHEET
WHERE THE DETAIL IS SHOWN
(DASH IF ON SAME SHEET ONLY)
DETAIL
DESIGNATION
(NUMBER)
DETAIL
DESIGNATION
(NUMBER)
DASH IF FROMSAME SHEET ONLY
LEGEND
NOTE: HATCH PATTERNS AND SYMBOLS MAY BE SHOWN AT DIFFERENT ORIENTATIONS AND/OR OVERLAP ON DRAWINGS.
PERMANENT EASEMENT
CONCRETE SIDEWALK /
CONCRETE PAVEMENT
GRAVEL SURFACING
TEMP CONSTRUCTION EASEMENT (TCE)
TEMP CONSTRUCTION AIRSPACE LEASE (TCAL)
GUIDEWAY EASEMENT
OVERLAY
FEE ACQUISITION
ACCESS EASEMENT
REMOVE EXISTING
STRUCTURE
REMOVE CONCRETE PAVEMENT
TIEBACK/SOILNAIL EASEMENT HMA PAVEMENT
PERMANENT WSDOT
AIRSPACE LEASE (ASL)REMOVE BY OTHERS
TEMP ENVIRONMENTAL
MONITORING EASEMENT
AREA IMPACTED BY EXISTING
EXCAVATION SUPPORT SYSTEM
CONSERVATION
EASEMENT
WETLAND
TEMPORARY CRANE
SWING EASEMENT
PROPOSED RESOURCE
CONSERVATION AREA
DRAWING NUMBER OF
FIRST SHEET WHERE THE
SECTION IS CUT FROM
DRAWING NUMBER OF
FIRST SHEET WHERE THE
DETAIL IS SHOWN
REMOVE ASPHALT PAVEMENT
EMBANKMENT
BALLAST
SUBBALLAST
POROUS CONCRETE
NOT IN CONTRACT
EXISTING CONCRETE SIDEWALK /
EXISTING CONCRETE PAVEMENT
EXISTING WETLAND
R
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
GENERAL SYMBOLS AND LEGEND
BT120-GZN006
BT120
E. GOLLER
C. SAXE
M. FOLWELL
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
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SHEET No.:REV:
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S1-BT120-GZN006 FACILITY ID:
Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-JKH53550
12/04/2024 0016
RTA/CN 0205-24
SYMBOLS
UNK
FACILITY TO ABANDON
FACILITY TO REMOVE
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL POLE WITH LUMINAIRE
CAMERA
CABLE VAULT\INFORMATION
TECHNOLOGY SERVICES
DOUBLE LUMINAIRE
STANDPIPE WITH HOSE VALVE
WATER METER
WATER MANHOLE
THRUST BLOCK
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
BUTTERFLY VALVE, M.J.
GATE VALVE
IRRIGATION CONTROL VALVE
GAS VALVE
ELECTRIC VAULT
ELECTRIC MANHOLE
ELECTRIC METER
UTILITY POLE
UTILITY POLE ANCHOR
UTILITY POLE W/ LIGHT
TELEPHONE RISER
UTILITY VAULT
UNKNOWN VAULT
TELEPHONE MANHOLE
CABLE TV MANHOLE
FIBER OPTIC MANHOLE
TELEPHONE VAULT
FIBER OPTIC VAULT
CABLE TV VAULT
TRAFFIC CABINET
SAN. SEWER CLEAN OUT
SAN. SEWER MANHOLE
WSDOT SYMBOLS
VMS
CH
CV
B
PB
T
VMS/LED CABINET
VARIABLE MESSAGE SIGN
ADVANCED WARNING SIGN
CCTV CONTROLLER CABINET
COMMUNICATIONS HUB
ITS CABLE VAULT
INDUCTION LOOP VEHICLE DETECTOR (TYPE R1)
TRAFFIC CONTROLL GATE
TYPE 1 JUNCTION BOX
TYPE 3 JUNCTION BOX
NEMA 4X JUNCTION BOX
TYPE 6 JUNCTION BOX
NEMA 7 JUNCTION BOX
JUNCTION BOX TYPE A
JUNCTION BOX TYPE B
ELECTRIC SERVICE SERVICE CABINET (SUA)
MOTORIST AID TELEPHONE
LIGHT STANDARD, 2-ARM, METAL
LIGHT STANDARD, SINGLE ARM, METAL
HIGH MAST LIGHT STANDARD, 4 ARMS, METAL
HIGH MAST LIGHT STANDARD, 3 ARMS, METAL
ITS PULL BOX
ELECTRONIC SIGN
TRANSFORMER CABINET
UNDERDECK LUMINAIRE
HARS CONTROLLER CABINET
GUY POLE W/ ANCHOR
TYPE 2 INDUCTION LOOP VEHICLE DETECTOR
OVERHEAD CHANGEABLE MESSAGE SIGN (CMS)
TYPE 2 JUNCTION BOX
TYPE 1 SIGNAL STANDARD WITH SIGNAL HEADS
CCTV CAMERA
TYPE 2 SIGNAL POLE WITH 2 SIGNALS
OR
FO
OE OE
E
C
OC
OET
OETC
EFO
OEC
OEFO
TC TC
OETFO
CABLE TV UNDERGROUND
CABLE TV OVERHEAD
ELECTRIC UNDERGROUND
ELECTRIC/FIBER OPTIC UNDERGROUND
ELECTRIC OVERHEAD
ELECTRIC/CABLE TV OVERHEAD
ELECTRIC/TELEPHONE OVERHEAD
ELECTRIC/TELEPHONE/CABLE OVERHEAD
ELECTRIC/FIBER OPTIC OVERHEAD
FIBER OPTIC
TELEPHONE/CABLE/FIBER OPTIC
TELEPHONE/CABLE TV
ET ET ELECTRIC/TELEPHONE
G GAS
W
SD
OT OT
T
UD
SS
UTILITY LINE
SANITARY SEWER
STORM DRAIN
TELEPHONE
TELEPHONE OVERHEAD
WATER
TELEPHONE/FIBER OPTIC DUCT BANK
WATER
STORM DRAIN
SANITARY SEWER
ELECTRIC DUCT BANK
24" W
24" SD
24" E
CONCRETE CULVERT24" CC
24" G GAS
TELEPHONE DUCT BANKT (2' W X 2' D DB)
T&FO (2' W X 2' D DB)
24" SS
PEDESTRIAN SIGNAL HEAD
SIGNAL CONTROLLER CABINET
SERVICE CABINET
COUPLING
AIR RELEASE VALVE
PROPOSED
W
OR
OR
EFO
OEC
OEFO
TC
TCFO
EXISTING
E (2'W X 2'D DB)
24" SS
24" SD
24" W
T&FO (2'W X 2'D DB)
OC
C
E
OE
FO
G
T
OT
SD
W
24" G
OET
24" CC
OEC
T (2'W X 2'D DB)
ET
SS
X FENCE X X
C
F
XXX
SAW CUT
MAJOR CONTOUR
TOP OF CUT
MINOR CONTOUR
GUARD RAIL
TOE OF FILL
CONTRACTOR WORKING LIMITS
CLEARING AND GRUBBING LIMITS
CONCRETE BARRIER
XXX
EXISTING PROPOSED EXISTING PROPOSED
STORM DRAIN CASING
CONSTRUCTION FENCE
GRADE LINE
TYPE 1, PS, OR PEDESTRIAN
PUSHBUTTON POLE
MODIFIED TYPE 2 INDUCTION LOOP
VEHICLE DETECTOR
CONTROLLER CABINET
(RAMP METER OR DATA STATION)
EXISTING PROPOSED
WALL RAILING
OCS POLE FOUNDATION
OCS DOWN GUY FOUNDATION
UNDERDRAIN UD
IMPACT AREA LIMIT
UNDERGROUND UTILITIES W/ A DIAMETER OR WIDTH 24" & GREATER
ACOUSTIC PANELS
NOISE WALLS
AP AP
NW
^^^
GUY WIRE
//////
/////////
)()(
||
l l l
NW NW
UTILITY SETTLEMENT POINT
SURFACE SETTLEMENT POINT USP
SSP
DITCH LINE
ESTIMATED STREAMES
MECHANICAL FIRE PIPE DSP
CVITS
W
ICVICV
EVEV
E E
EMEM
UTUT
T
C
FOFO
C
T T
FOFO
C C
TCBTCB
CO CO
JUNCTION BOX TYPE I
RAILROAD CROSSING GATE
TCBTCB
STORM DRAIN CULVERT
STORM DRAIN CLEAN OUT
ROCK PROTECTION OUTFALL
STORM DRAIN CATCH BASIN
STORM FACILITY ACCESS LID
CO
STORM DRAIN GRATE INLET
MAINTENANCE HOLE
STORM TRENCH DRAIN
STORM AERIAL DRAIN
STORM DOWNSPOUT
CURB CUT INLET
>
BALLAST WALL
RETAINING WALL ALIGNMENT
(REVERSIBLE CUT/FILL)
(((
FDC CONNECTION
MONITORING WELL
OHWM Axx Axx
/////////////////////////////
MISCELLANEOUS LINETYPES
LANDSCAPE PROTECTION FENCING No.
ST ROW NUMBER
PARCEL NUMBER
(TAX ACCOUNT NO.)
No.
SURVEY MONUMENT
TREE
INVENTORY
NUMBER
R/W NO. 123
44
John Doe
MISCELLANEOUS SYMBOLS
WCL WCL
/////////BUILDING OUTLINE /////////
STMB STMB
COS INLET
PIPE LABEL FLOW ARROW
<
////////
////////////
PERMANENT EASEMENT LINE
TEMPORARY EASEMENT LINE
PROPOSED RIGHT-OF-WAY/PROPERTY LINE
LIGHT RAIL TRANSIT WAY
FUTURE NOT-IN-CONTRACT
EXISTING RIGHT-OF-WAY LINE
EXISTING PROPERTY/LOT LINE
SECTION LINE
EXISTING CENTERLINE
EXISTING EASEMENT LINE
WSDOT LIMITED ACCESS LINE
EXISTING ORDINARY HIGH WATER MARK
EXISTING WETLAND BOUNDARY
EXISTING WETLAND BUFFER
WSDOT COMPATIBILITY LINE
STREAM BUFFER
STORM DRAIN - PIPE CASING
STORM DRAIN - PROPOSED CROSSING
STORM DRAIN - DITCH TOE BOUNDS
STORM DRAIN - DITCH CL
ABANDON UTILITY
REMOVE UTILITY
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
GENERAL
GENERAL SYMBOLS AND LEGEND
BT120-GZN007
BT120
E. GOLLER
C. SAXE
M. FOLWELL
J. HARPER
0 12/10/2024 EDG LDG JKH ISSUED FOR BID
NTS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-JKH53550
12/04/2024 0017
RTA/CN 0205-24
1. SNOW LOAD DATA
GROUND SNOW LOAD , Pg: 20 PSF
SNOW EXPOSURE FACTOR, Ce: 1.0
SNOW LOAD IMPORTANCE FACTOR, Is: 1.0
THERMAL FACTOR, Ct : 1.2
RAIN ON SNOW: 5 PSF
MIN ROOF SNOW LOAD: 25 PSF
2.WIND DESIGN DATA
ULTIMATE DESIGN WIND SPEED, Vult:110 MPH
RISK CATEGORY: II
WIND EXPOSURE CATEGORY: B
INTERNAL PRESSURE COEFFICIENT (ENCLOSED): ±0.18
1.THE FOUNDATION DESIGN IS BASED UPON THE "SUPPLEMENTAL
GEOTECHNICAL AND PAVEMENT RECOMMENDATIONS"
GEOTECHNICAL REPORT PREPARED BY THE GENERAL
ENGINEERING CONSULTANT. REPORT NUMBER D3458632 DATED
DECEMBER 2024.
2.ALLOWABLE NET BEARING CAPACITY:2,000 PSF
3.ALLOWABLE NET POST-LIQUEFACTION
BEARING CAPACITY:800 PSF
4.FROST DEPTH:1'-0"
5.ALLOWABLE VERTICAL PILE CAPACITY:80,000 LB
6.ALLOWABLE LATERAL PILE CAPACITY:15,000 LB
APPLICABLE CODES AND STANDARDS
1.ALL LOCAL, STATE, AND FEDERAL AGENCIES HAVING
JURISDICTION OVER THIS PROJECT
a.CITY OF RENTON STRUCTURAL DESIGN CRITERIA
2.2021 INTERNATIONAL BUILDING CODE (2021 IBC)
3.AMERICAN CONCRETE INSTITUTE (ACI):
a.ACI 318-19 BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE
4.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC):
a.AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS
b.AISC 341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL
BUILDINGS
c.2014 RCSC SPECIFICATION FOR HIGH-STRENGTH BOLTS
5.AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE):
a.ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES
6.ASTM INTERNATIONAL (ASTM):
a.ALL MATERIAL STANDARDS NOTED
7.AMERICAN WELDING SOCIETY (AWS):
a.AWS D1.1-2015 STRUCTURAL WELDING CODE -STEEL
b.AWS D1.3-2008 STRUCTURAL WELDING CODE -SHEET STEEL
c.AWS D1.4-2011 STRUCTURAL WELDING CODE -REINFORCING
STEEL
d.AWS D1.8-2016 STRUCTURAL WELDING CODE -SEISMIC
SUPPLEMENT
8.STEEL DECK INSTITUTE (SDI):
a.SDI CRD-2017 STANDARD FOR STEEL ROOF DECK
DESIGN LOADS
FOUNDATION DESIGN
MATERIALS OF CONSTRUCTION
1.NORMAL WEIGHT CONCRETE
GENERAL STRUCTURAL CONCRETE f'c = 4,500 psi
2.REINFORCING STEEL ASTM A615 GR 60 Fy = 60 ksi
3.WELDABLE REINFORCING STEEL ASTM A706 GR 60 Fy = 60 ksi
4.WELDED WIRE REINFORCING ASTM A1064 Fy = 70 ksi
1.ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED
IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE
GEOTECHNICAL REPORT. ALL FOUNDATION EXCAVATIONS SHALL
BE OBSERVED AND APPROVED BY THE GEOTECH.
2.ANY EXISTING FILLS OR UNSUITABLE SOILS AS DETERMINED BY
THE GEOTECH SHALL BE EXCAVATED AND REPLACED WITH
PROPERLY COMPACTED FILL.
EARTHWORK AND FOUNDATIONS
1.STRUCTURAL DRAWINGS SHALL NOT BE SCALED. PRINTED
DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS AND
LARGE SCALE OVER SMALL.
2.ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A
PART OF THE CONTRACT DOCUMENTS. STRUCTURAL DRAWINGS
SHALL BE USED IN CONJUNCTION WITH THE CIVIL,
ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR LOCATION AND SIZE OF OPENINGS, BLOCKOUTS,
FLOOR DEPRESSIONS, CURBS, DIMENSIONS, ETC. NOT INDICATED
ON THE STRUCTURAL DRAWINGS. THE LOCATION AND SIZE OF
MECHANICAL AND ELECTRICAL OPENINGS IN SLABS, WALLS AND
DECKS SHALL BE COORDINATED BY THE CONTRACTOR. PROVIDE
ALL ADDITIONAL FRAMING OR REINFORCING TO ACCOMMODATE
OPENINGS AS REQUIRED BY THE APPLICABLE STANDARD DETAILS
SHOWN ON THE STRUCTURAL DRAWINGS. NO HOLES, NOTCHES,
BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL MEMBERS
UNLESS DETAILED ON THE STRUCTURAL DRAWINGS OR
APPROVED BY THE STRUCTURAL ENGINEER.
3.WHERE DIMENSIONS ARE PROVIDED FOR OPENINGS,
BLOCKOUTS, FLOOR DEPRESSIONS, CURBS, ETC., BUT MAY BE
AFFECTED BY THE EQUIPMENT PURCHASED, THE CONTRACTOR
SHALL VERIFY THE INFORMATION PROVIDED PRIOR TO
CONSTRUCTION.
4.PROVIDE CONCRETE EQUIPMENT PADS AND INERTIAL BASES FOR
MECHANICAL AND ELECTRICAL INSTALLATIONS. CONSTRUCT
PADS AND BASES IN ACCORDANCE WITH THE TYPICAL DETAILS.
SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LIMITS AND
LOCATIONS.
5.THE CONTRACTOR SHALL VISIT THE SITE AND GET FAMILIAR WITH
EXISTING CONDITIONS, CHECK AND VERIFY EXISTING DIMENSIONS
AND TAKE ADDITIONAL MEASUREMENTS AS NEEDED. NOTIFY THE
ARCHITECT OF ANY DISCREPANCY BETWEEN ACTUAL
CONDITIONS AND INDICATED CONDITIONS. MODIFICATION OF
DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT
WRITTEN APPROVAL OF THE ARCHITECT OR STRUCTURAL
ENGINEER.
6.CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE
PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES
AND AREAS WHICH MAY BE DAMAGED BY NEW WORK.
7.ALL COLUMNS AND FOUNDATIONS, UNLESS NOTED OTHERWISE,
SHALL BE CENTERED ON GRIDLINES IN EACH DIRECTION. BEAMS
SHALL BE EQUALLY SPACED BETWEEN COLUMN CENTERLINES
UNLESS NOTED OTHERWISE.
8.TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION
UNLESS SPECIFICALLY DETAILED. WHERE NO DETAILS ARE
GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
GENERAL CONSTRUCTION NOTES
3. EARTHQUAKE DESIGN DATA
RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR, Ie 1.0
MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS
Ss 1.530 g
S1 0.417 g
SITE CLASS E
DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS
Sds 1.224 g
Sd1 0.658 g
SEISMIC DESIGN CATEGORY D
3.1 SHELTER CANOPY
BASIC FORCE RESISTING SYSTEM:
STEEL SPECIAL CANTILEVER COLUMN
RESPONSE MODIFICATION COEFFICIENT, R: 2.50
OVERSTRENGTH FACTOR, ΩO :1.25
DEFLECTION AMPLIFICATION FACTOR, Cd: 2.50
SEISMIC RESPONSE COEFFICIENT, Cs: 0.263
DESIGN BASE SHEAR PER COLUMN, V: 5 KIPS
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
3.2 CORE FACILITIES
BASIC FORCE RESISTING SYSTEM:
STEEL ORDINARY CONCENTRICALLY BRACED FRAMES
STEEL ORDINARY MOMENT FRAMES
RESPONSE MODIFICATION COEFFICIENT, R: 3.25
OVERSTRENGTH FACTOR, Ωo:3.00
DEFLECTION AMPLIFICATION FACTOR, Cd: 3.25
SEISMIC RESPONSE COEFFICIENT, Cs: 0.377
DESIGN BASE SHEAR, V: 104 KIPS
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
3.EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING OR
GRADING ADJACENT TO EXISTING STRUCTURES OR
IMPROVEMENTS SO AS NOT TO DAMAGE OR UNDERMINE
FOUNDATIONS, WALLS, SLABS, UTILITIES, ETC.
4.DO NOT EXCAVATE BELOW THE BEARING ELEVATION OF ANY
COMPLETED FOOTING NOR ANY CLOSER TO THE FOOTING THAN A
SLOPE OF TWO HORIZONTAL (MEASURED FROM EDGE OF
FOOTING TO NEAREST POINT IN EXCAVATION) TO ONE VERTICAL.
5.HORIZONTAL CONSTRUCTION JOINTS IN COLUMN FOOTINGS,
SLABS ON GRADE AND MAT FOUNDATIONS ARE NOT PERMITTED.
6.PROVIDE DOWELS FOR ALL WALLS EMBEDDED INTO COLUMN
FOOTINGS, MAT FOUNDATIONS AND GRADE BEAMS. DOWELS
SHALL BE THE SAME SIZE AND SPACING AS VERTICAL WALL
REINFORCEMENT.
7.BOTTOM OF ALL FOOTINGS SUBJECT TO FROST SHALL BE PLACED
AT OR BELOW FROST DEPTH.
11.CONTINUOUS REINFORCEMENT IN WALLS AND FOOTINGS MAY BE
SPLICED AS REQUIRED, PROVIDED THAT BARS ARE OF THE
LONGEST PRACTICAL LENGTH AND ALL SPLICES ARE SHOWN ON
THE REINFORCING BAR SHOP DRAWINGS. SPLICES ARE TO BE
STAGGERED WHEN POSSIBLE. PROVIDE LAP SPLICES AND
DEVELOPMENT LENGTHS IN ACCORDANCE WITH THE
DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE. USE CLASS B
LAP SPLICES UNLESS NOTED OTHERWISE.
12.CORING OF SLABS, BEAMS, COLUMNS, OR WALLS IS NOT
PERMITTED. PROVIDE SLEEVES FOR ALL PENETRATIONS PRIOR
TO PLACING CONCRETE.
1.LOCATION OF CONSTRUCTION JOINTS OR POUR JOINTS SHALL BE
AS INDICATED ON APPROVED SHOP DRAWINGS.
2.ALL CONCRETE SHALL BE VIBRATED DURING PLACEMENT.
3.PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS.
4.NO STAKES, STEEL OR WOOD, SHALL BE PERMITTED IN ANY
CONCRETE POUR. SUSPEND FORMS FROM ABOVE GRADE.
5.ANCHOR RODS, DOWELS, REINFORCING STEEL, INSERTS, ETC,
SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING
CONCRETE. CONCRETE BLOCKS ONLY SHALL BE USED TO
SUPPORT REINFORCING OFF GRADE.
6.ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED AND
PLACED IN ACCORDANCE WITH ACI 315.
7.PROVIDE MINIMUM CONCRETE COVERING FOR REINFORCEMENT
AS FOLLOWS:
A.CONCRETE DEPOSITED AGAINST EARTH:3"
B.FORMED SURFACES EXPOSED TO
WEATHER OR IN CONTACT WITH EARTH:
REINFORCING #6 OR LARGER 2"
REINFORCING LESS THAN #6 1 1/2"
C.FORMED SURFACES IN BUILDING INTERIOR:
BEAMS, GIRDERS, AND COLUMNS 1 1/2"
D.SLABS, WALLS AND JOISTS:
REINFORCING #11 OR SMALLER 3/4"
REINFORCING #14 AND #18 1 1/2"
CONCRETE AND REINFORCING
STEEL ROOF DECK
1.PROVIDE STEEL ROOF DECKS THAT CONFORM TO THE
REQUIREMENTS OF THE BUILDING CODE, SECTION 2210.
2.CUTTING AND FRAMING OF OPENINGS FOR OTHER TRADES SHALL
BE THE RESPONSIBILITY OF THE TRADES INVOLVED. HOLES THAT
ARE LOCATED AND DIMENSIONS ON THE DRAWINGS SHALL BE
THE RESPONSIBILITY OF THE DECK ERECTOR.
3.ALL DECK SHALL HAVE A MINIMUM GAUGE OF 20, UNLESS
INDICATED OTHERWISE ON THE STRUCTURAL DRAWINGS. STEEL
DECK SHALL BE VERCO TYPE HSB-36, ASC TYPE B, OR APPROVED
EQUAL. ALL DECK SHALL BE GRADE 50 STEEL.
4.DECK SHALL BE PLACED IN A TWO OR THREE SPAN CONDITION IN
ALL LOCATIONS UNLESS NOT POSSIBLE DUE TO GEOMETRY.
5.DECKS SHALL HAVE MINIMUM 2" BEARING AT SUPPORTS.
6.SEE ARCHITECTURAL AND LIFE-SAFETY DRAWINGS FOR THE
EXTENT OF FIREPROOFING. STEEL DECK TO BE SPRAY
FIREPROOFED SHALL BE GALVANIZED, CLEANED, AND
DEGREASED BEFORE SHIPPING.
7. CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL
MISCELLANEOUS METALS AND SYSTEM SUPPORT COMPONENTS
THAT ARE REQUIRED TO SUPPORT ALL MECHANICAL,
ELECTRICAL, AND PLUMBING/FIRE-PROTECTION SYSTEMS. SUCH
SUPPORT COMPONENTS AND THEIR CONNECTIONS SHALL BE
PROVIDED TO DIRECTLY AND CONCENTRICALLY IMPOSE LOADS
ON THE PRIMARY STRUCTURE. A MAXIMUM LOAD OF 50 POUNDS
MAY HANG FROM STEEL ROOF DECK.
CONCRETE AND REINFORCING (CONT'D)
8.PROVIDE DOWELS OF SAME SIZE AND NUMBER FROM ADJACENT
POUR, BOTH VERTICALLY AND HORIZONTALLY, TO MATCH
TYPICAL REINFORCING SHOWN. LAPS TO BE IN ACCORDANCE
WITH THE DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE.
DOWELS SHALL BE CLEANED AFTER POUR.
9.FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED
EXCEPT AS INDICATED ON THE DRAWINGS OR AS APPROVED BY
THE STRUCTURAL ENGINEER. USE LOW HYDROGEN ELECTRODES
GRADE E70 OR E90 AS REQUIRED.
10.APPROVED ELECTRICAL CONDUIT MATERIAL CAST WITHIN
STRUCTURAL CONCRETE MEMBERS SHALL CONFORM TO ACI 318
UNLESS NOTED OTHERWISE AND TO THE FOLLOWING:
A.PERMITTED CONDUIT SHALL BE PLACED INSIDE THE
REINFORCING CAGE IN COLUMNS, WALLS, AND SLABS, AND
BELOW REINFORCING IN SLABS ON GRADE.
B. CONDUIT IN SLAB ON GRADE:
DIAMETER OF A SINGLE CONDUIT OR TWO OR MORE
VERTICALLY STACKED CONDUITS (INCLUDING CROSSOVERS)
SHALL NOT EXCEED 1/3 THE THICKNESS OF THE SLAB. THE
OUTSIDE DIMENSION OF TWO OR MORE ADJACENT CONDUITS
SHALL NOT EXCEED TWICE THE DEPTH OF THE SLAB AND THE
SEPARATION BETWEEN GROUPS OF CONDUITS SHALL NOT BE
LESS THAN THE THICKNESS OF THE SLAB.
C.DO NOT INSTALL CONDUIT IN PARKING GARAGE SLABS.
D.DO NOT INSTALL CONDUIT IN BEAMS.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE
DESIGN AND CONSTRUCTION OF ALL FORMS, SHORING AND
TEMPORARY BRACING. THE CONTRACTOR SHALL PROVIDE ALL
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND
SAFETY OF WORKERS DURING CONSTRUCTION.
A.DO NOT PLACE CONSTRUCTION MATERIALS OR OTHER
CONSTRUCTION LOADS ON THE STRUCTURE SUCH THAT THE
LOADS PLACED EXCEED THE CAPACITY OF THE STRUCTURE.
B.TAKE INTO CONSIDERATION THAT FULL STRUCTURAL
CAPACITY OF MANY STRUCTURAL MEMBERS IS NOT REALIZED
UNTIL STRUCTURAL ASSEMBLY IS COMPLETE; THAT IS, UNTIL
SLABS, DECKS, DIAGONAL BRACING AND SHEAR WALLS ARE
INSTALLED.
C.PROVIDE TEMPORARY BRACING AND GUYING TO PROVIDE
STABILITY AND RESIST ALL LOADS TO WHICH THE PARTIALLY
COMPLETED STRUCTURE MAY BE SUBJECTED INCLUDING
ERECTION EQUIPMENT AND ITS OPERATION. ADEQUACY OF
TEMPORARY BRACING AND GUYING FOR THIS PURPOSE IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR.
D.DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL FRAMED
SLAB AND SLAB ON GRADE LOCATED TOP AND BOTTOM OF
BASEMENT WALL HAVE BEEN PLACED AND HAVE REACHED
THEIR 28-DAY DESIGN STRENGTH.
5.STRUCTURAL STEEL
WIDE FLANGE & TEE SHAPES ASTM A992 Fy = 50 ksi
ANGLES AND CHANNELS ASTM A36 Fy = 36 ksi
PLATES ASTM A572 Fy = 50 ksi
HSS RECTANGULAR & SQUARE ASTM A500 GR C Fy = 50 ksi
HSS ROUND ASTM A500 GR C Fy = 45 ksi
BOLTS ASTM A325 Fu = 120 ksi
ANCHOR RODS ASTM F1554 GR 36 Fy = 36 ksi
ANCHOR RODS ASTM F1554 GR 55 WELDABLE Fy = 55 ksi
HIGH STRENGTH ANCHOR ROD ASSEMBLY:
ANCHOR RODS ASTM F1554 GR 105 Fy = 105 ksi
NUTS ASTM A563 GR D
HEADED STUDS ASTM A108, TYPE B Fu = 65 ksi
DEFORMED BAR ANCHORS ASTM F1554 GR 55 Fy = 55 ksi
WELDING ELECTRODES E70XX
STEEL ROOF DECKING (GALVANIZED)
ASTM A653 G60 (Z180) ZINC COATING Fy = 50 ksi
WEATHERED STEEL PLATES ASTM A242 Fy = 42 ksi
6.NON-SHRINK AND NON-METALLIC GROUT AT BASE/BRG PLATES
AT 7 DAYS f'c = 4,000 psi
AT 28 DAYS f'c = 8,000 psi
STORY DRIFT
1.THE PRIMARY STRUCTURE WILL EXPERIENCE LATERAL
MOVEMENTS BETWEEN ADJACENT FLOORS. THE STORY DRIFTS
PERPENDICULAR AND/OR PARALLEL TO THE PRIMARY STRUCTURE
ARE AS FOLLOWS:
SHELTER CANOPY SERVICE LEVEL DESIGN
STORY DRIFT STORY DRIFT
ROOF 3/4"3 1/2"
CORE FACILITIES SERVICE LEVEL DESIGN
STORY DRIFT STORY DRIFT
ROOF 3/4"3"
STORY DRIFT (CONT'D)
2. BUILDING COMPONENTS SUCH AS EXTERIOR CLADDING, STAIRS,
MISCELLANEOUS METALS, MEP SYSTEM SUPPORTS, INTERIOR
METAL STUD FRAMING, AND ANY OTHER ELEMENT REQUIRED BY
THE BUILDING CODE SHALL BE DESIGNED TO ACCOMMODATE THE
PRIMARY STRUCTURE STORY DRIFTS WITH ANY APPLICABLE
COMPONENT-SPECIFIC MODIFICATION PER CHAPTER 13 OF ASCE 7.
SPECIAL INSPECTIONS
1.STRUCTURAL STEEL, WELDING, HIGH STRENGTH BOLTS,
CONCRETE, ANCHORS CAST IN CONCRETE, ANCHORS POST-
INSTALLED IN HARDENED CONCRETE, AND REINFORCING STEEL
REQUIRE SPECIAL INSPECTIONS AND TESTING PER THE
INTERNATIONAL BUILDING CODE SECTION 1705.
2.THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR
CERTIFIED BY THE AUTHORITY HAVING JURISDICTION TO
PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED.
3.THE TIMING AND FREQUENCY OF THE INSPECTIONS AND TESTING
SHALL BE AS DESCRIBED IN THE CORRESPONDING TABLE OF THE
INTERNATIONAL BUILDING CODE FOR EACH ELEMENT.
1.ANCHOR RODS SHALL BE AS NOTED IN THE MATERIALS OF
CONSTRUCTION SECTION OF THE GENERAL NOTES, UNLESS
NOTED OTHERWISE. PROVIDE ANCHOR RODS PREFABRICATED
WITH CORRESPONDING DOUBLE HEAVY HEX NUTS ADDED AT
EMBEDDED IN CONCRETE END. INSTALL PLATE WASHERS AND
CORRESPONDING HEAVY HEX NUTS THAT SECURE THE BASE
PLATE ASSEMBLY TO THE ANCHOR RODS. RIGID STEEL
TEMPLATES SHALL BE USED TO LOCATE ANCHOR RODS WHILE
PLACING CONCRETE. AT LEAST ONE TEMPLATE SHALL BE
TOWARDS THE BOTTOM OF THE ANCHOR RODS.
2.LENGTH OF ANCHOR RODS SHALL BE ENOUGH TO PROVIDE THE
MINIMUM EMBEDMENT SHOWN ON THE DRAWINGS, WHICH IS
MEASURED FROM THE FACE OF CONCRETE TO THE NEAREST
FACE OF THE NOTED DOUBLE NUT. ADDITIONALLY, ADEQUATE
EXTENSION TO RECEIVE THE BASE PLATE WITH ADEQUATE
THREAD PROJECTION FOR FULL NUT ENGAGEMENT SHALL BE
PROVIDED. ANCHOR ROD INSTALLATION SHALL BE COORDINATED
WITH REINFORCING, FORMWORK, AND CONDUIT WHERE
APPLICABLE. LEVELING NUTS SHALL NOT BE USED EXCEPT AFTER
EVALUATION BY THE CONTRACTOR'S ERECTION ENGINEER.
3.ANCHOR ROD NUTS SHALL BE INSTALLED TO A SNUG-TIGHT
CONDITION. HEATING OR BENDING OF THE ANCHOR RODS OR
BASE PLATE IS NOT ALLOWED.
ANCHOR RODS
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BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A.FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SZN001
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
GENERAL STRUCTURAL NOTESLPDDJPAE
LPD AJF AE
12/10/2024 345ISSUED FOR BID
1
1
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
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CTURAL E N GINEER
P
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
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LEZ
22016264
2/June/2025
EXPANSION ANCHORS
1.EXPANSION ANCHORS SHALL HAVE A CURRENT EVALUATION
REPORT ISSUED BY AN APPROVED SOURCE IN ACCORDANCE
WITH ACI 355.2. IN SEISMIC DESIGN CATEGORY C AND GREATER,
THE EVALUATION REPORT SHALL INDICATE THE ANCHORS ARE
QUALIFIED FOR EARTHQUAKE LOADING. ANCHORS SHALL BE HILTI
KWIK BOLT TZ (ICC ES REPORTS ESR-1917) OR APPROVED EQUAL.
2.ANCHORS SHALL BE ZINC PLATED UNLESS SPECIFICALLY NOTED
AS STAINLESS STEEL ON THE PLAN DETAILS. USE STAINLESS
STEEL FOR ANCHORS EXPOSED TO WEATHER.
3.WHEN DETAILS OF SECTIONS INDICATE EXPANSION ANCHORS
BUT NO SIZE, PROVIDE ANCHORS WITH 3/4" DIAMETER.
4.INSTALL ANCHORS IN ACCORDANCE WITH THE EVALUATION
REPORT AND MANUFACTURER'S RECOMMENDATIONS. PROVIDE
THE MINIMUM EMBEDMENT DEPTHS, SPACING, AND EDGE
DISTANCE INDICATED IN THE SCHEDULE BELOW UNLESS NOTED
OTHERWISE IN DOCUMENTS. CONSULT STRUCTURAL ENGINEER
FOR DIRECTION WHEN SCHEDULE CANNOT BE MET.
5.WHEN INSTALLING DRILLED-IN-ANCHORS, USE CARE AND
CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING
REINFORCING BARS. WHEN INSTALLING THEM INTO CONCRETE
WITH STRESSING TENDONS (POST-TENSIONED OR PRE-
TENSIONED), LOCATE THE TENDONS BY USING A NON-
DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE
EXTREME CARE AND CAUTION AND MAINTAIN AT LEAST 1 INCH
CLEAR BETWEEN THE TENDON AND THE ANCHOR. CUTTING A
TENDON CAN CAUSE COLLAPSE.
EXPANSION ANCHOR SCHEDULE
KWIK BOLT TZ ANCHOR SCHEDULE
ANCHORS INSTALLED IN CONCRETE
F'c = 2,500 psi MIN
ANCHOR MIN EFFECTIVE MIN EDGE MIN TEST
DIAMETER EMBEDMENT DISTANCE SPACING TORQUE
3/8" 2"4 3/8"6" 25 LB-FT
1/2" 3 1/4"7 1/2"9 3/4" 40 LB-FT
5/8" 4"8 3/8"12" 60 LB-FT
3/4" 4 3/4"10"14 1/4" 110 LB-FT
NOTE:CONSULT STRUCTURAL ENGINEER OF RECORD FOR
DIRECTION WHEN MINIMUM EDGE DISTANCE AND SPACING
CANNOT BE OBTAINED
6.TEST INSTALLED ANCHORS IN ACCORDANCE WITH THE ANCHOR
SCHEDULE AND AS FOLLOWS:
A.EXPANSION ANCHORS SHALL BE TESTED WITH A CALIBRATED
TORQUE WRENCH THE TORQUE LISTED BELOW SHALL BE
OBTAINED WITHIN HALF TURN OF THE NUT.
B.TESTING SHALL BE DONE IN THE PRESENCE OF THE SPECIAL
INSPECTOR. ANCHORS TESTED SHALL BE SELECTED AT
RANDOM BY THE SPECIAL INSPECTOR. THE TESTING
FREQUENCY SHALL BE AS FOLLOWS:
a.100% OF ALL ANCHORS USED FOR STRUCTURAL
APPLICATIONS.
b.50% OF ANCHORS OR ALTERNATE BOLTS IN A GROUP USED
FOR NON-STRUCTURAL APPLICATIONS SUCH AS EQUIPMENT
ANCHORAGE. INCLUDE AT LEAST ONE-HALF THE ANCHORS
IN EACH GROUP.
c.10% OF ANCHORS USED FOR SILL PLATE ANCHORING.
d.10% OF ANCHORS WHERE THE FACTORED DESIGN TENSION
LOAD IS LESS THAN 100 LBS AND IS CLEARLY IDENTIFIED ON
THE PLANS OR DETAIL
C.TEST EQUIPMENT SHALL BE CALIBRATED BY AN APPROVED
TESTING LABORATORY IN ACCORDANCE WITH STANDARD
RECOGNIZED PROCEDURES.
11. E70XX ELECTRODES SHALL BE USED FOR ALL WELDING. THE
WELDING OF E7018 OVER E70TG-K2 IS NOT ALLOWED. THE MIXING
OF ANY OTHER PROCESSES AND WIRES MUST BE SUBMITTED TO
THE STRUCTURAL ENGINEER OF RECORD FOR APPROVAL. THE
USE OF E70-T4 IS NOT ALLOWED. IN GROOVE WELDS, FCAW
FILLER METAL WIRE SHALL BE LIMITED TO 5/64" DIAMETER. SMAW
WELDING ELECTRODES SHALL BE LIMITED TO 5/32" DIAMETER.
12.ALL SHOP AND FIELD WELDS SHALL BE PREQUALIFIED WELDS.
ANY WELDS BEYOND THE RANGE OR TOLERANCE OR
REQUIREMENTS FOR PREQUALIFICATION SHALL BE QUALIFIED BY
TEST PER AWS D1.1 CLAUSE 4 PART B. WELDS AT BASE METALS
OVER 2" IN THICKNESS ARE NOT ALLOWED AS PREQUALIFIED
WELD JOINTS WITHOUT TESTING.
13.A WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1
SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND
APPROVED BY THE STRUCTURAL ENGINEER OR HIS DESIGNEE.
THE WPS SHALL INCLUDE THE WELDING PARAMETERS
RECOMMENDED BY THE ELECTRODE MANUFACTURER. THE WPS
MUST BE SUBMITTED AND APPROVED BEFORE ANY WELDING MAY
BEGIN. ALLOW A MINIMUM OF FOUR WEEKS FOR THE REVIEW
PROCESS
14.A PRE-CONSTRUCTION MEETING BETWEEN THE STRUCTURAL
ENGINEER, THE FABRICATOR, THE ERECTOR, THE CONTRACTOR,
AND THE INSPECTORS SHALL TAKE PLACE TO DISCUSS THE
WELDING PROCEDURE SPECIFICATIONS (WPS) TO INSURE THE
QUALITY OF WORK THAT THE DESIGNER OF RECORD HAS
SPECIFIED. THE WELDING ELECTRODE MANUFACTURER'S
SPECIFICATIONS SHOULD BE ATTACHED TO THE WPS ON ALL
JOBS. ALL WELDERS AND INSPECTORS SHALL BE INSTRUCTED IN
THE PROPER USE OF THE WPS AND SHALL ALSO BE INSTRUCTED
TO RETAIN A COPY OF THE WPS.
15.TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE
WELDING PROCESS, THE USE OF A HAND HELD CALIBRATED AMP
AND VOLT METER SHALL BE USED. THIS EQUIPMENT SHALL BE
USED BY THE FABRICATOR, ERECTOR AND THE INSPECTORS.
AMPERAGE AND VOLTAGE SHALL BE MEASURED NEAR THE ARC.
TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED
TO BE IN COMPLIANCE WITH THE APPROVED WPS.
16.PREHEAT AND INTERPASS TEMPERATURES FOR THE SEISMIC
FORCE-RESISTING SYSTEM:
A.THE PREHEAT TEMPERATURES AND CONDITIONS GIVEN IN
AWS D1.1-6, ANNEX I, TABLE I.2, SHOULD BE STRICTLY
OBSERVED USING A MEDIUM RESTRAINT LEVEL AND A MINIMUM
SUSCEPTIBILITY INDEX OF "D". EXCEPTION: PLATES 2" AND
THICKER AND GROUP 4 AND 5 SHAPES SHALL BE PREHEATED
TO 300 DEG F.
B.PREHEAT TEMPERATURES SHOULD BE MEASURED AT A
DISTANCE FROM THE WELD EQUAL TO THE THICKNESS OF THE
PART BEING WELDED, BUT NOT LESS THAN THREE INCHES, IN
ANY DIRECTION INCLUDING THE THROUGH THICKNESS OF THE
PIECE UNO IN THE CONTRACT DOCUMENTS. WHERE PLATES
ARE OF DIFFERENT THICKNESS, THE PRE-HEAT REQUIREMENT
FOR THE THICKER PLATE SHALL GOVERN. MAINTENANCE OF
THESE TEMPERATURES THROUGH THE EXECUTION OF THE
WELD (I.E. THE INTERPASS TEMPERATURE) IS ESSENTIAL.
MAXIMUM INTERPASS TEMPERATURES SHOULD BE LIMITED TO
550 DEGREES F FOR PRE-QUALIFIED WPS, FOR
FRACTURE-CRITICAL APPLICATIONS. HIGHER INTERPASS
TEMPERATURES COULD BE EMPLOYED IF THOSE HIGHER
TEMPERATURE LIMITS ARE QUALIFIED BY TEST.
17.A WELDING SEQUENCE SHALL BE DEVELOPED BY THE
FABRICATOR/ERECTOR AND APPROVED BY THE STRUCTURAL
ENGINEER OR HIS DESIGNEE FOR ALL WELDING TO BE DONE FOR
THE SEISMIC FORCE-RESISTING SYSTEM.
18.NON-DESTRUCTIVE TESTING OF WELDED CONNECTIONS SHALL
BE PERFORMED AT BRACING CONNECTION FILLET WELDS AND AT
ALL COMPLETE OR PARTIAL JOINT PENETRATION GROOVE WELDS
DESIGNATED TO BE A PART OF THE SEISMIC FORCE-RESISTING
SYSTEM:
A.WELDED CONNECTIONS SHALL BE TESTED BY
NON-DESTRUCTIVE METHODS FOR COMPLIANCE WITH
AISC 341, CHAPTER J. ULTRASONIC TESTING SHALL BE IN
ACCORDANCE WITH AWS D1.1 AND D1.8. THIS TESTING SHALL
BE PERFORMED BY AN APPROVED TESTING LABORATORY.
B.ANY MATERIAL DISCONTINUITIES SHALL BE ACCEPTED OR
REJECTED ON THE BASIS OF DEFECTIVE RATING IN
ACCORDANCE WITH THE (LARGER REFLECTOR) CRITERIA OF
AWS D1.1, CLAUSE 6.13.
C.INSPECTORS SHALL BE QUALIFIED IN ACCORDANCE WITH
AWS D1.1 CHAPTER 6.
D.IN ADDITION TO THE REGULAR INSPECTIONS, A RE-INSPECTION
SHALL BE DONE A MINIMUM OF 48 HOURS AFTER COMPLETE
JOINT PENETRATION WELDING ON COLUMN FLANGES WITH A
THICKNESS OF 3" OR GREATER.
STRUCTURAL STEEL (CONT'D)
ADHESIVE ANCHORS AND DOWELS
1.REINFORCING BAR DOWELS, REINFORCING BARS, THREADED
RODS, BOLTS, ETC WHICH ARE INDICATED AS ADHESIVE ANCHOR
OR ADHESIVE DOWELS SHALL BE ACCOMPLISHED USING HILTI
HIT-RE 500 V3 INTO CONCRETE OR HIT-HY 70 FOR SOLID
MASONRY (ICC ESR-4688 OR ESR-4143, RESPECTIVELY) OR
APPROVED EQUAL.
2.DRILL, BRUSH, AND CLEAN ALL HOLES, AND INSTALL ALL
ANCHORS IN COMPLETE ACCORDANCE WITH MANUFACTURER'S
PUBLISHED RECOMMENDATIONS, AS WELL AS ALL APPLICABLE
BUILDING CODES OR ENGINEERING REPORTS.
3.ADHESIVE ANCHORS AND DOWELS SHALL BE INSTALLED BY ACI
CERTIFIED INSTALLERS.
1.STEEL FRAMING DESIGNATIONS AND SYMBOLS ARE DEFINED IN
THE STRUCTURAL LEGEND.
2.UNLESS SPECIFICALLY INDICATED AS SLIP CRITICAL OR
PRETENSIONED, ALL JOINTS SHALL BE DESIGNATED AS SNUG
TIGHT. ROUTINE OBSERVATION TO VERIFY THE SPLINED ENDS
ARE PROPERLY SEVERED DURING INSTALLATION IS REQUIRED
FOR ALL BOLTS.
3.CANTILEVER BEAM SIZE MATCHES MAIN SPAN BEAM SIZE UNLESS
NOTED OTHERWISE.
4.PLACE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES
BEFORE PLACING ANY ELEVATED CONCRETE LEVELS.
5.WHERE THE WORK OF OTHER TRADES REQUIRES CUTS OR
OPENINGS TO BE MADE IN STRUCTURAL STEEL MEMBERS,
APPROVAL SHALL BE OBTAINED FROM THE ENGINEER. SUCH
OPENINGS SHALL BE MADE IN THE SHOP AND CLEARLY INDICATED
ON THE SHOP DRAWING.
6.ALL HSS AND PIPE WITH OPEN ENDS SHALL BE CAPPED WITH A
1/4" THICK PLATE OF THE SAME CROSS SECTION WHICH
COMPLETELY COVERS THE OPEN END, FULLY WELDED AND
GROUND SMOOTH, UNLESS NOTED OTHERWISE.
7.ALL WELDERS MUST BE QUALIFIED IN THE PROCESS USED AND
AWS CERTIFIED.
8.WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET
EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS
GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS
AS SPECIFIED BY AISC OR 3/16", WHICH EVER IS GREATER.
9.ALL GROOVE WELDS INDICATED ON PLANS AND SECTIONS SHALL
BE COMPLETE JOINT PENETRATION (CJP) WELDS UNLESS
SPECIFICALLY INDICATED TO BE PARTIAL JOINT PENETRATION
(PJP) WELDS.
10. ALL COMPLETE JOINT PENETRATION GROOVE WELDS AND FILLET
WELDS AT BRACING CONNECTIONS SHALL HAVE A FILLER METAL
WITH A MINIMUM NOTCH TOUGHNESS OF 20 FOOT-POUNDS
AVERAGE AT MINUS 20 DEGREES FAHRENHEIT.
STRUCTURAL STEEL
ADHESIVE ANCHOR TEST SCHEDULE
ANCHORS INSTALLED IN HARDROCK CONCRETE F'c = 2,000 psi MIN
BOLTS OR THREADED RODS Fy = 36 ksi
ANCHOR MIN TENSION TEST
DIAMETER EMBEDMENT LOAD
3/8" 5"3,380 LB
1/2" 7"5,400 LB
5/8" 8"9,390 LB
3/4" 10"13,500 LB
7/8" 12"18,400 LB
1" 13"24,100 LB
1 1/4" 15"37,600 LB
NOTE:
ALLOWABLE LOADS EQUAL 1/2 TEST LOAD VALUE. TEST VALUES
ONLY VALID WHEN MINIMUM SPACING AND EDGE DISTANCE IS MET.
19.THE FOLLOWING SPECIAL REQUIREMENTS SHALL APPLY TO
BEAM TO COLUMN CONNECTIONS WITH WELDED BEAM FLANGES
DESIGNATED AS A PART OF THE SEISMIC FORCE-RESISTING
SYSTEM:
A.NO WELD DAMS ARE ALLOWED.
B.BEAM FLANGE TO COLUMN WELDS SHALL BE MADE BEFORE
BOLTS ARE TENSIONED.
C.WELDING SEQUENCE: BOTH FLANGES SHALL BE WELDED
PRIOR TO ANY SUPPLEMENTAL WELDING TO THE SHEAR TAB.
D.RUN-OFF TABS PER AWS D1.1 ARE REQUIRED FOR THE
COMPLETE JOINT PENETRATION (CJP) FLANGE GROVE WELDS.
ALL WELDS ARE TO BE STARTED AND COMPLETED ON THE
RUN-OFF TABS AS MUCH AS PRACTICABLE.
E.RUN-OFF TABS SHALL BE REMOVED AND THE ENDS GROUND
SMOOTH (I.E. NO PITS OR GOUGES, SUITABLE FOR MAGNETIC
PARTICLE TESTING). BACK-UP BARS, IF USED, SHALL BE
REMOVED AT ALL BEAM BOTTOM FLANGES, BACK-GOUGED AND
BACK-WELDED. BACK-UP BARS AT TOP FLANGES MAY REMAIN.
RUN OFF TABS ARE ALSO REQUIRED TO BE REMOVED ON
COLUMN SPLICES IN ACCORDANCE WITH AISC 341. WELD TABS
SHALL BE REMOVED AND GROUND FLUSH TO THE BEAM
FLANGE.
F.THE WELD ROOT SHALL BE INSPECTED AND TESTED PER AWS
REQUIREMENTS GIVEN IN CHAPTER 6. IF REJECTABLE
INDICATIONS ARE FOUND, REMOVE BY BACK-GOUGING TO
SOUND METAL.
G.A FILLET WELD SHALL BE APPLIED TO REINFORCE THE JOINT.
THE SIZE OF THE REINFORCING WELD SHALL BE EQUAL TO
ONE QUARTER OF THE BEAM FLANGE THICKNESS (T), BUT NOT
LESS THAN 1/4" NOR MORE THAN 3/8" PER NOTE J OF FIGURE
3.4 OF D1.1.
H.ALL WELD TABS (RUNOFF TABS) ON ALL CJP WELDS OF SMRF
COLUMNS SHALL BE REMOVED AND GROUND SMOOTH.
I.FOR THE WELD OF THE BOTTOM BEAM FLANGE TO THE
COLUMN FLANGE, FOLLOW STEPS 1. THROUGH 7 BELOW:
a.THE ROOT PASS SHOULD NOT EXCEED A 1/4”IN LAYER
THICKNESS.
b.THE WELD SHALL BE INITIATED ON THE WELD TAB, WITH
TRAVEL PROGRESSING TOWARD THE CENTER OF THE
GIRDER FLANGE WIDTH. STOP WELD APPROXIMATELY 1”
BEFORE THE BEAM WEB AND MOVE TO THE OTHER SIDE OF
THE BEAM WEB TO RESTART WELD. DO NOT LEAVE WELD
CRATER DIRECTLY IN THE CENTER OF THE BEAM FLANGE
WIDTH.
c.THE HALF LENGTH ROOT PASS SHALL BE THOROUGHLY
CLEANED OF ALL SLAG.
d.THE END OF THE HALF LENGTH ROOT PASS THAT IS NEAR
THE CENTER OF THE BEAM FLANGE SHOULD BE VISUALLY
INSPECTED TO ENSURE FUSION, SOUNDNESS, FREEDOM
FROM SLAG INCLUSIONS AND EXCESSIVE POROSITY. THE
RESULTING BEAD PROFILE SHOULD BE SUITABLE FOR
OBTAINING FUSION BY THE SUBSEQUENT PASS TO BE
INITIATED ON THE OPPOSITE SIDE OF THE GIRDER WEB. IF
THE PROFILE IS NOT CONDUCIVE TO GOOD FUSION, THE
START OF THE FIRST ROOT PASS SHOULD BE GROUND
GOUGED, CHIPPED OR OTHERWISE PREPARED TO ENSURE
ADEQUATE FUSION.
e.THE SECOND HALF OF THE WELD JOINT SHALL HAVE THE
ROOT PASS APPLIED BEFORE ANY OTHER WELD PASSES
ARE PERFORMED. THE ARC SHOULD BE INITIATED AT THE
END OF THE HALF LENGTH ROOT PASS THAT IS NEAR THE
CENTER OF THE BEAM FLANGE, AND TRAVEL SHOULD
PROGRESS TO THE OUTBOARD END OF THE JOINT,
TERMINATING ON THE WELD TAB.
f.EACH WELD LAYER SHALL BE COMPLETED ON BOTH SIDES
OF THE JOINT BEFORE A NEW LAYER IS DEPOSITED.
g.WELD TABS SHALL BE REMOVED AND GROUND FLUSH TO
THE BEAM FLANGE.
20. INSPECTORS ARE TO BE DEPUTY INSPECTORS AND AWS QC-1
CERTIFIED.
21.ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED
GALVANIZED.
STRUCTURAL STEEL (CONT'D)ADHESIVE ANCHORS AND DOWELS (CONT'D)
4.ADHESIVE ANCHORS SHALL BE INSTALLED AND TESTED IN
ACCORDANCE WITH THE ADHESIVE ANCHOR TEST SCHEDULE
AND AS FOLLOWS:
A.25% OF THE FIRST 40 ANCHORS INSTALLED AND 10% OF ALL
ANCHORS THEREAFTER.
B.FOR OVERHEAD AND HORIZONTAL APPLICATIONS TEST 100%
OF ALL ANCHORS.
C.IF ANY FAILURES OCCUR, THE PREVIOUS 10 ANCHORS
INSTALLED SHALL BE TESTED AS WELL AS THE NEXT 5
ANCHORS INSTALLED.
D.ANCHORS SHALL BE ALLOWED TO CURE 48 HRS PRIOR TO
TESTING.
E.TENSION TEST SHALL BE IN ACCORDANCE WITH ASTM E1512.
1.HEADED STUDS AND DEFORMED BAR ANCHORS SHALL BE
ELECTRIC-ARC STUD WELDED PER MANUFACTURERS
RECOMMENDATIONS AND THE AWS CODE. FILLET WELDING
SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE
STRUCTURAL ENGINEER. WELDMENT SHALL BE IN SUCH A
MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE END
OF THE STUD AND THE PLATE. THERE SHOULD NO POROSITY OR
EVIDENCE OF LACK OF FUSION BETWEEN THE WELDED END OF
THE STUD AND THE PLATE. THE STUD WILL DECREASE IN LENGTH
DURING WELDING APPROXIMATELY 1/8”FOR 5/8”DIAMETER STUDS
AND SMALLER, 3/16”FOR LARGER THAN 5/8”DIAMETER.
HEADED STUDS AND DEFORMED BAR ANCHORS
HEADED STUDS AND DEFORMED BAR ANCHORS (CONT'D)
2.HEADED STUDS SHALL BE TYPE B PER AWS CODE WITH MINIMUM
ULTIMATE STRENGTH OF 65 KSI (450 MPa). NELSON GRANULAR
FLUX FILLED OR APPROVED EQUAL. STUDS SHALL BE
MANUFACTURED WITH COLD DRAWN BAR STOCK CONFORMING
TO ASTM A108.
3.DEFORMED BAR ANCHORS SHALL COMPLY WITH ASTM A970 WITH
MINIMUM YIELD STRENGTH OF 70 KSI (485 MPa).
4.DEFORMED BAR ANCHOR LENGTHS SHALL BE AS FOLLOWS,
UNLESS NOTED OTHERWISE:
BAR DIAMETER EMBEDMENT LENGTH
3/8" 24"
1/2" 24"
5/8" 30"
SEISMIC BRACING OF NON-STRUCTURAL SYSTEMS
1.BRACING AND SUPPORT OF ALL CONDUITS, DUCTS, FIRE
SPRINKLERS, PIPES, AND SYSTEMS SHALL MEET THE CURRENT
BUILDING CODE. THE DESIGN OF THE SUPPORT AND BRACING
SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR WITH
THE CONTRACTOR USING ANY PRE-APPROVED SYSTEM.
2.PRE-APPROVED SYSTEMS SUCH AS MASON, TOLCO, UNISTRUT,
OR ISAT MAY BE USED.
3.FIRE SPRINKLERS SHALL MEET THE CURRENT VERSION OF
NFPA 13. BRACES SHALL BE LOCATED WITHIN 6”OF THE HANGER
AND ROD STIFFENERS SHALL BE ADDED AT BRACE LOCATIONS
WHEN THE LENGTH OF THE ROD EXCEEDS 50 TIMES ITS
DIAMETER.
4.THE CONTRACTOR IS REQUIRED TO PROVIDE THE ARCHITECT
WITH SHOP DRAWINGS AND CALCULATIONS SHOWING ALL
BRACING AND SUPPORT LOCATIONS AND DETAILS OF
CONNECTION FOR ALL SYSTEMS INCLUDING SMACNA, FIRE
SPRINKLERS, AND OTHER PRE-APPROVED SYSTEMS. THE
SPECIFIC DETAIL FOR EACH TYPE OF CONNECTION MUST BE
REFERENCED ON THE SHOP DRAWING PLANS. SUPPLYING A
BOOK OF DETAILS WITHOUT REFERENCING THE PROPER DETAIL
TO A SPECIFIC LOCATION ON THE PLANS IS NOT ACCEPTABLE.
THIS SUBMITTAL SHALL BE REVIEWED BY THE STRUCTURAL
ENGINEER.
5.WHERE PRE-APPROVED SYSTEMS DO NOT ADDRESS THE GIVEN
CONDITION, THE CONTRACTOR IS RESPONSIBLE FOR AN
INDEPENDENTLY ENGINEERED SYSTEM. THIS SYSTEM SHALL BE
DESIGNED BY A LICENSED PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF CONSTRUCTION WITH
CALCULATIONS AND DETAILS PROVIDED FOR REVIEW BY THE
STRUCTURAL ENGINEER.
DEFERRED STRUCTURAL SUBMITTALS
1.SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR
COMPONENTS PER THE STRUCTURAL DOCUMENTS. THESE
ELEMENTS OF THE DESIGN ARE DEFERRED SUBMITTAL
COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE
BUILDING APPLICATION. THE CONTRACTOR WILL BE REQUIRED TO
SUBMIT THE STAMPED COMPONENT SYSTEM DOCUMENTS TO THE
BUILDING OFFICIAL FOR APPROVAL.
2.DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
SUBMITTED TO THE ARCHITECT, WHO SHALL REVIEW THEM FOR
GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE
CONTRACTOR SHALL SUBMIT THESE REVIEWED DEFERRED
SUBMITTAL DOCUMENTS TO THE BUILDING OFFICIAL. THE
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL
THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED
BY THE BUILDING OFFICIAL.
3.THE FOLLOWING LIST INCLUDES THE ITEMS THAT ARE DEFINED
AS DEFERRED STRUCTURAL SUBMITTAL COMPONENTS. REFER TO
THE OTHER DISCIPLINES FOR ADDITIONAL DEFERRED SUBMITTAL
COMPONENTS.
EXTERIOR CLADDING
FENESTRATION / CLERESTORY DESIGN
METAL STUD SYSTEM
METAL STAIRS AND LANDINGS
FUTURE EXPANSION
1.THE STRUCTURES AND FOUNDATIONS IN THIS PROJECT HAVE
NOT BEEN DESIGNED FOR FUTURE EXPANSION.
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FILENAME:
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SUBMITTAL DATE:DATE:
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BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SZN002
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
GENERAL STRUCTURAL NOTESLPDDJPAEISSUED FOR BID12/10/2024
E
XPANSAI
OIP CSS
N
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I H D SU
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11AOY1Y.L
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15/Nov/2024
0346
RTA/CN 0205-24
STRUCTURAL LEGEND
F-XX
(XXX'-X")
TOP OF FOOTING ELEVATION
FOOTING MARK
1i (XX) c=X"
CAMBER
NO. OF STUDS
FRAMING MEMBER
NOTE
DIRECTION OF SPAN
FRAMING MEMBER
MOMENT CONNECTION
COLUMN
FRAMING MEMBER
BEAM SPLICE LOCATION
FRAMING MEMBER
FOOTING TAG:
FRAMING TAG:
SPAN SYMBOL:
MOMENT FRAME:
BEAM SPLICE:
FRAMING MEMBER
MOMENT CONNECTION
COLUMN
MOMENT CONNECTION:
WEB PENETRATION MARK
WEB PENETRATION LOCATION
FRAMING MEMBER
BEAM WEB PENETRATION:
X
N"DIMENSION FROM TOP
OF STEEL TO CENTER
OF WEB PENETRATION
TOP OF
TOP OF CONCRETE
TOP OF FOOTING
TOP OF SLAB, TOP OF STEEL,
TOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
WITH
WITHOUT
WIND LOAD
WELDED
WEIGHT
WELDED WIRE FABRIC
TO
TOC
TOF
TOS
TOW
TYP
UNO
VERT
W/
W/O
W
WLD
WT
WWF
RADIUS
ROOF DRAIN
RIGHT END
REFER TO
REINFORCING
REQUIRED
SCHEDULE
STRUCTURAL ENGINEER OF RECORD
SQUARE FOOT
SEPARATION
SIMILAR
SHEET METAL SCREW
SLAB ON GRADE
SLAB ON METAL DECK
SPACING
SPECIFICATION
SQUARE
STAINLESS STEEL
STANDARD
STIFFENER
STRUCTURAL
SYMBOL
TOP AND BOTTOM
TEMPORARY, TEMPERATURE
R
RD
RE
REF
REINF
REQD
SCHED
SEOR
SF
SPN
SIM
SMS
SOG
SOMD
SPA
SPEC
SQ
SST
STD
STIF
STRUCT
SYM
T&B
TEMP
NOMINAL
NEAR SIDE
NOT TO SCALE
NORMAL WEIGHT
ON CENTER
OUTSIDE DIAMETER
OUTSIDE FACE
OPENING
OPPOSITE
OUTSTANDING LEG
POWER ACTUATED FASTENER
PARTIAL JOINT PENETRATION
PLATE
PLUMBING
POUNDS PER LINEAR FOOT
PAIR
PREFABRICATED
PARALLEL
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAVEMENT
NOM
NS
NTS
NWT
OC
OD
OF
OPNG
OPP
OSL
PAF
PJP
PL
PLBG
PLF
PR
PREFAB
PRL
PSF
PSI
PVMT
ID
IF
IN
IF
INSTR
INT
JT
K
KSF
L
LE
LF
LLH
LLV
LOC
LONG
LWT
MATL
MAX
MECH
MEP
MFR
MIN
MISC
MO
MTL
INSIDE DIAMETER
INSIDE FACE
INCH
INSIDE FACE
INSTRUMENTATION
INTERIOR, INTERSECTION
JOINT
KIPS
KIPS PER SQUARE FOOT
LIVE LOAD
LEFT END
LINEAR FOOT
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LOCATION
LONGITUDINAL
LIGHTWEIGHT
MATERIAL
MAXIMUM
MECHANICAL
MECHANICAL, ELECTRICAL, PLUMBING
MANUFACTURER
MINIMUM
MISCELLANEOUS
MASONRY OPENING
METAL
FD
FDN
FLR
FN
FS
FT
FTG
FUT
FV
GA
GALV
GC
GR
GRTG
HK
HORIZ
HSB
HS
HSS
HT
FLOOR DRAIN
FOUNDATION
FLOOR
FIELD NAILING
FAR SIDE
FEET, FOOT
FOOTING
FUTURE
FIELD VERIFY
GAGE, GAUGE
GALVANIZED
GENERAL CONTRACTOR
GRADE
GRATING
HOOK
HORIZONTAL
HIGH STRENGTH BOLT
HEADED STUD, HIGH STRENGTH
HOLLOW STRUCTURAL SHAPE
HEIGHT
CLR
CMU
COL
CONC
CONN
CONST
CONT
CONTR
C TO C
DBA
DBL
DET
DIA
DIAG
DIM
DL
DO
DWG
DWL
EA
EE
EF
EFF
EJ
ELEV
ELEC
EMB
EOS
EQ
ES
EW
EXP
EXIST
EXT
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CENTER TO CENTER
DEFORMED BAR ANCHOR
DOUBLE
DETAIL
DIAMETER
DIAGONAL, DIAGRAM
DIMENSION
DEAD LOAD
DITTO
DRAWING
DOWEL
EACH
EACH END
EACH FACE
EFFECTIVE
EXPANSION JOINT
ELEVATION
ELECTRICAL
EMBEDDED, EMBEDMENT
EDGE OF SLAB
EQUAL
EACH SIDE, EQUAL SPACE,
EACH WAY
EXPANSION
EXISTING
EXTERIOR
AB
ADDL
AFF
AFG
AGGR
ARCH
BL
BM
BOT
BP
BRG
CANT
CIP
CJ
CL
ANCHOR BOLT
ADDITIONAL
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
AGGREGATE
ARCHITECTURAL
BASE LINE
BENCHMARK, BEAM
BOTTOM
BASE PLATE
BEARING
CANTILEVER
CAST-IN-PLACE
CONSTRUCTION OR CONTROL JOINT
CENTERLINE, CLASS, CLOSE
BKT BRACKET
BN BOUNDARY NAILING
BOF BOTTOM OF FOOTING
BSMT BASEMENT
BTWN BETWEEN
CG CENTER OF GRAVITY
CJP COMPLETE JOINT PENETRATION
SECTIONSECT
ABBREVIATIONS
SUPERIMPOSED DEADLOADSDL
BF
BRACKET
CTR CENTER
MF MOMENT FRAME
PERIMETERPRMT
STEELSTL
THICKNESSTHK
BRACED FRAME
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SUBMITTAL DATE:DATE:
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CHECKED BY:
APPROVED BY:
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BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SZN003
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
GENERAL STRUCTURAL NOTESLPDDJPAE ISSUED FOR BID12/10/2024
GENERAL NOTES:
1.REFER TO GEN-GZN006 & GEN-GZN007 FOR ADDITIONAL SYMBOLS AND LEGEND.
S
TRUCAUL
LREGAA
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LENBAV
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15/Nov/2024
0347
RTA/CN 0205-24
SLAB
CLADDING DEAD LOAD PER
LOAD MAPS, SEE NOTE 1.MAX HORIZONTAL
CLADDING DEAD
LOAD 500 LBS,
SEE NOTE 2.
MOMENT DUE TO
CLADDING DEAD
LOAD, SEE NOTE 3.
BEAM AS OCCURS,
SEE NOTE 4.
NOTES:
1.STRUCTURE IS DESIGNED FOR THE EQUIVALENT UNIFORM LOAD CORRESPONDING TO THE
ANTICIPATED WEIGHT OF THE CLADDING SYSTEM AS NOTED IN THE LOAD MAPS.
2.ANY HORIZONTAL CLADDING ATTACHMENT TO PRIMARY STRUCTURE SHALL NOT EXCEED THE
NOTE MAGNITUDE. SPACING BETWEEN ATTACHMENTS SHALL BE NO GREATER THAN 2'-0".
3.THERE SHALL BE NO MOMENT IMPOSED TO THE PRIMARY STRUCTURE DUE TO THE
CLADDING DEAD LOAD.
4.CLADDING CONNECTIONS SHALL NOT APPLY LATERAL OR TORSIONAL LOADS TO THE
PERIMETER BEAMS OR COLUMNS.
5.CLADDING ATTACHMENTS WILL APPLY CONCENTRATED LOADS TO THE PRIMARY
STRUCTURE. CONTRACTOR SHALL SUBMIT TYPICAL CLADDING ATTACHMENT DETAILS FOR
REVIEW AND COMMENT PRIOR TO PREPARATION OF A DETAILED CLADDING SUBMITTAL.
1.B
1.E
1.1
1.7
1.8 1.15
2.1
2.J
2.11
2.A
A1
A1
B2
A2
B2
D1
C1
50 7'-6"
15
7'-6"
50 7'-6"
D1
CABINET
0.70k
TVM
0.41k
TVM
0.41k
CABINET
0.70k
CABINET
0.70k
C1SWITCHBOARD
3.4k
TRANSFORMER
0.4k
TRANSFORMER
0.7k
TRANSFORMER
1.2k
UPS
1.2k
UPS
0.5k
A1
1.B
1.E
1.1
1.4
1.5
1.7 1.8 1.15
2.1
2.J
2.11
2.A
E4
10 3'-9"
E4
10 3'-9"
10 3'-9"
E4
E5
E5
E515
7'-6"
50 7'-6"
50 7'-6"
C1
HEAT PUMP
0.1k
HEAT PUMP
0.3k
HEAT PUMP
0.2k
E4E4
LIVE LOAD SCHEDULE
MARK OCCUPANCY
OR USE
LIVE LOAD
(PSF)
A LOBBY/CORRIDOR 100
SUPER IMPOSED DEAD LOAD SCHEDULE
MARK DESCRIPTION TOTAL
(PSF)
1 PLATFORM 5
CEILING &
MEPF
(PSF)
-
FLOOR
FINISH
(PSF)
5
EXTRA
LOAD
(PSF)
-
NOTES
-
NOTES:
1. INDICATES LIVE LOAD AND SUPERIMPOSED DEAD LOAD MARK, RESPECTIVELY.
2. INDICATES CLADDING DEAD LOAD IN POUNDS PER SQUARE FOOT AND HEIGHT OF CLADDING ASSUMED, RESPECTIVELY.
3. LIVE LOADS MARKED (RED) ARE REDUCIBLE IN ACCORDANCE WITH THE GOVERNING BUILDING CODE.
4. SUPERIMPOSED DEAD LOADS ARE IN ADDITION TO THE SELF-WEIGHT OF THE STRUCTURE.
5. INDICATES CONCRETE PAD OCCURANCE. REFER TO TYPICAL CONCRETE PAD DETAIL FOR ADDITIONAL INFORMATION.
##'
B OFFICE 65
D MECH/ELEC/STORAGE 250*
E ROOF 20 (RED)
2 CORE FACILITIES 15 -15 --
3 LIGHT ROOF 15 5 10 --
4 HEAVY ROOF 25 15 10 --
X#
C LIGHT MECH/ELEC 125*
*OR EQUIPMENT LOADS
COMPONANT AND CLADDING WIND PRESSURES,
PSF (POSITIVE PRESSURE, NEGATIVE SUCTION)
ZONE 1
+16
-20
MAX PRESSURE
MAX SUCTION
ZONE 2
+16
-23
ZONE 3
+16
-30
ZONE 4
+16
-18
ZONE 5
+16
-22
3 3
3 3
2
2
2
1
a
a
a
a
a
a a
a
5
4
5 5
4
5
NOTES:
1."a" REFERS TO 10% OF THE LEAST HORIZONTAL DIMENSION OF 40% OF THE STRUCTURE
HEIGHT "h" WHICH EVER IS SMALLER. "a" MAY NOT BE LESS THAN EITHER 4% OF THE L EAST
HORIZONTAL DIMENSION OR 3'-0".
2.PRESSURES GIVEN ARE FOR AN EFFECTIVE WIND AREA LESS THAN 10 SQUARE FEET. LOAD
REDUCTION FOR GREATER EFFECTIVE WIND AREAS IS ALLOWED BY CODE.
3.WIND PRESSURES ARE ULTIMATE WIND PRESSURES. MULTIPLY VALUES BY 0.6 TO OBTAIN
ALLOWABLE WIND PRESSURES.
4.CLADDING AT ANY SOFFIT SHALL BE DESIGNED FOR A NET 30 PSF WIND LOAD.
COMPONENT/CLADDING WIND ZONES: ROOFS COMPONENT/CLADDING WIND ZONES: WALLS
R
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SUBMITTAL DATE:DATE:
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CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
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1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SZP001
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
LOAD MAPS, DIAGRAMS, AND SCHEDULESLPDDJPAE
LPD AJF AE
12/10/2024 348ISSUED FOR BID
SCALE: NTS
CLADDING DEAD LOAD DIAGRAM 3
-
SCALE: 1" = 50'-0"
LOAD MAP - GROUND FLOOR
SCALE: 1" = 50'-0"
LOAD MAP - ROOF
SCALE: NTS
LOAD MAP SCHEDULES AND NOTES 1
-SCALE: NTS
WIND PRESSURE DIAGRAM 2
-
1
1
1
1
1 06/13/2025 ADDENDUM #1
1
1.B
1.E
1.1
1.4
1.5
1.7 1.8 1.151
BT120-SFP212
1
BT120-SGP312
1
BT120-SFP213
1
BT120-SGP313
1
BT120-SFP214
1
BT120-SGP314
2.1
2.J
2.11
2.A
1
BT120-SFP241
1.16 1.17
1
BT120-SFP215
1
BT120-SFP221
1
BT120-SGP521
1
BT120-SGP421
1
BT120-SGD161
1
BT120-SGP321
5.25.1
5.B
5.A
1
BT120-SGD163
2
BT120-SGD163
C
BT120-SGD161
REFERENCE DRAWINGS:
BT120-SZN__GENERAL NOTES
BT120-SZP__LOAD MAPS
BT120-SFP__FOUNDATION PLANS
BT120-SGP__PLANS
BT120-SGE__ELEVATIONS
BT120-SGY__TYPICAL DETAILS AND SCHEDULES
BT120-SGD__SECTIONS AND DETAILS
REFERENCE DRAWINGS:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
7
:
4
9
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SFP001
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
OVERALL SITE PLANLPDDJPAE
LPD AJF AE
1" = 30'
12/10/2024 349ISSUED FOR BID
SCALE IN FEET
15 3030 600
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 1
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1.B
1.C
1.1 1.2 1.3 1.4
24' - 0"24' - 0"24' - 0"
14
'
-
0
"
14
'
-
0
"
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-SF
P
2
1
3HSS10X10X3/4A
BT120-SGE111
TYPTYPPC2PC2PC2
PC2
1
BT120-SGD162
2
BT120-SGD162
SIM
GB12x12 GB12x12 GB12x12
TVM PYLON
ADA TACTILE
STRIP RECESS
CONC CURB PER CIVIL, TYP
TACTILE STRIP RECESS, TYP
D
BT120-SGD113
E
BT120-SGD113
TYP
SL
SL
SL
SL
SOG PLATFORM,
SLOPES PER CIVIL
RAMP PER CIVIL, TYP
1.A
14
'
-
6
"
3"
8" THICKENED SOG,
3'-0" X 3'-0",
CTR ON POST
NOTES:
1.LEVEL 01 -CANOPY SECTOR A REFERENCE ELEVATION IS 22'-4".
REFER TO CIVIL DRAWINGS FOR ELEVATION AND SLOPE OF
SLAB ON GRADE.
2.SLAB ON GRADE IS 6-INCHES THICK MINIMUM. REFER TO CIVIL
AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL
INFORMATION. REINFORCE PER TYPICAL DETAILS. SLAB ON
GRADE SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL
IN ACCORDANCE WITH GEOTECHNICAL REPORT.
3.( ) INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS
AND PILES SHALL BEAR ON SUBGRADE IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS
AT REFERENCE ELEVATION UNLESS NOTED OTHERWISE.
4."PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE
CAP DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND
ADDITIONAL INFORMATION.
5."GB#" INDICATES GRADE BEAM MARK. SEE TYPICAL GRADE
BEAM DETAILS AND SCHEDULES FOR SIZE, REINFORCING,
AND ADDITIONAL INFORMATION.
6.COLUMNS SHOWN IN THE VIEW ARE PART OF THE MAIN
LATERAL FORCE RESISTING SYSTEM.
7.REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE,
EXTENT, AND LOCATION OF CONCRETE CURBS,
HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS,
BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS.
REINFORCE PER TYPICAL DETAILS.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
2
:
4
5
:
0
7
P
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SFP212
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
FOUNDATION PLAN
CANOPY - SECTOR A
LPD DJP AE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 350ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN - CANOPY - SECTOR A 1
BT120-SGP100
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1.B
1.C
1.5 1.6 1.7
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-SF
P
2
1
2
M
A
T
C
H
L
I
N
E
:
S
E
E
D
W
G
B
T
1
2
0
-
S
F
P
2
1
4
24' - 0"24' - 0"HSS10X10X3/4TYP14
'
-
0
"
14
'
-
0
"
A
BT120-SGE111TYPPC2PC2PC2
2
BT120-SGD162
2
BT120-SGD162
SIM
GB12x12 GB12x12
PYLON
ADA TACTILE
STRIP RECESS
ADA TACTILE
STRIP RECESS
TACTILE STRIP RECESS, TYP
CONC CURB PER CIVIL, TYP
D
BT120-SGD113
E
BT120-SGD113
TYP
TYP
SL
SL
S L
SOG PLATFORM,
SLOPES PER CIVIL
1.A
RAMP PER CIVIL, TYP
6"
3"
8" THICKENED SOG,
3'-0" X 3'-0",
CTR ON POST
14
'
-
6
"
3"
8" THICKENED SOG,
3'-0" X 3'-0",
CTR ON POST
NOTES:
1.LEVEL 01 -CANOPY SECTOR B REFERENCE ELEVATION IS 25'-1".
REFER TO CIVIL DRAWINGS FOR ELEVATION AND SLOPE OF
SLAB ON GRADE.
2.SLAB ON GRADE IS 6-INCHES THICK MINIMUM. REFER TO CIVIL
AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL
INFORMATION. REINFORCE PER TYPICAL DETAILS. SLAB ON
GRADE SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL
IN ACCORDANCE WITH GEOTECHNICAL REPORT.
3.( ) INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS AND
PILES SHALL BEAR ON SUBGRADE IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS AT
REFERENCE ELEVATION UNLESS NOTED OTHERWISE.
4."PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE
CAP DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND
ADDITIONAL INFORMATION.
5."GB#" INDICATES GRADE BEAM MARK. SEE TYPICAL GRADE
BEAM DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND
ADDITIONAL INFORMATION
6.COLUMNS SHOWN IN THE VIEW ARE PART OF THE MAIN
LATERAL FORCE RESISTING SYSTEM.
7.REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE,
EXTENT, AND LOCATION OF CONCRETE CURBS,
HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS,
BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS.
REINFORCE PER TYPICAL DETAILS.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
7
:
5
1
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SFP213
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
FOUNDATION PLAN
CANOPY - SECTOR B
LPD DJP AE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 351ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN - CANOPY - SECTOR B 1
BT120-SGP100
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1.E
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"
MATCH LINE:
SEE DWG BT120-SFP213HSS10X10X3/4TYPA
BT120-SGE111TYP2
BT120-SGD162
1
BT120-SGD162
GB12x12 GB12x12 GB12x12 GB12x12 GB12x12 GB12x12 GB12x12
2
BT120-SGD162
SIM
2
BT120-SGD162
PC2 PC2 PC2 PC2 PC2 PC2 PC2 PC2
ADA TACTILE
STRIP RECESS
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-SF
P
2
1
5
ADA TACTILE
STRIP RECESS
ADA TACTILE
STRIP RECESS
E
BT120-SGD113
TYP
D
BT120-SGD113
TYP
TACTILE STRIP RECESS, TYP
CONC CURB PER CIVIL, TYP
SL
RAMP PER CIVIL
SOG PLATFORM,
SLOPES PER CIVIL
1.F
1.D
14
'
-
0
"
14
'
-
0
"
6"
3"
14
'
-
6
"
7' - 9"8" THICKENED SOG,
3'-0" X 3'-0",
CTR ON POST
8" THICKENED SOG,
3'-0" X 3'-0",
CTR ON POST
8" THICKENED SOG,
3'-0" X 3'-0",
CTR ON POST
7' - 9"
14
'
-
6
"
NOTES:
1.LEVEL 01 -CANOPY SECTOR C REFERENCE ELEVATION IS 26'-4". REFER TO CIVIL DRAWINGS FOR ELEVATION
AND SLOPE OF SLAB ON GRADE.
2.SLAB ON GRADE IS 6-INCHES THICK MINIMUM. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR
ADDITIONAL INFORMATION. REINFORCE PER TYPICAL DETAILS. SLAB ON GRADE SHALL BE PLACED ATOP
COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT.
3.( ) INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS AND PILES SHALL BEAR ON SUBGRADE IN
ACCORDANCE WITH THE GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS AT REFERENCE
ELEVATION UNLESS NOTED OTHERWISE.
4."PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE CAP DETAILS AND SCHEDULES FOR SIZE,
REINFORCING, AND ADDITIONAL INFORMATION.
5."GB#" INDICATES GRADE BEAM MARK. SEE TYPICAL GRADE BEAM DETAILS AND SCHEDULES FOR SIZE,
REINFORCING, AND ADDITIONAL INFORMATION
6.COLUMNS SHOWN IN THE VIEW ARE PART OF THE MAIN LATERAL FORCE RESISTING SYSTEM.
7.REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS,
HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS.
REINFORCE PER TYPICAL DETAILS.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
7
:
5
2
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SFP214
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
FOUNDATION PLAN
CANOPY - SECTOR C
LPD DJP AE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 352ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN - CANOPY - SECTOR C 1
BT120-SGP100
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1.E
1.15 1.16 1.17
63' - 8"16' - 8"
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-SF
P
2
1
4
ADA TACTILE
STRIP RECESS
E
BT120-SGD113
TYPD
BT120-SGD113
TYP
TACTILE STRIP RECESS, TYP
CONC CURB PER CIVIL, TYP
ADA TACTILE
STRIP RECESS
SL
SLAB ON GRADE,
SLOPES PER CIVIL
RAMP PER CIVIL
1
BT120-SGD163
2
BT120-SGD163
1.F
1.D
14
'
-
0
"
14
'
-
0
"
8" THICKENED SOG,
4'-0" X 4'-0",
CTR ON POST
12' - 0"
23' - 5"
14
'
-
6
"
8" THICKENED SOG,
3'-0" X 3'-0",
CTR ON POST
36' - 0"54' - 0"
8" THICKENED SOG,
4'-0" X 4'-0",
CTR ON POST
8" THICKENED SOG,
3'-0" X 3'-0",
CTR ON POST
1"
14
'
-
6
"
8" THICKENED SOG,
3'-0" X 3'-0",
CTR ON POST
KCM
SHELTER
NOTES:
1.LEVEL 01 -CANOPY SECTOR D REFERENCE ELEVATION IS 27'-8". REFER TO CIVIL DRAWINGS FOR ELEVATION
AND SLOPE OF SLAB ON GRADE.
2.SLAB ON GRADE IS 6-INCHES THICK MINIMUM. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR
ADDITIONAL INFORMATION. REINFORCE PER TYPICAL DETAILS. SLAB ON GRADE SHALL BE PLACED ATOP
COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT.
3.REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS,
HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS.
REINFORCE PER TYPICAL DETAILS.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
7
:
5
3
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SFP215
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
FOUNDATION PLAN
CANOPY - SECTOR D
LPD DJP AE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 353ISSUED FOR BID
SCALE: 1/8" = 1'-0"BT120-SFP001
FOUNDATION PLAN - CANOPY - SECTOR D 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
SCALE IN FEET
4 0 88 16
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
2.F
2.B
2.72.62.52.42.32.1
2.J
2.D
2.E 2.E
2.112.102.92.8
2.A 2.A
8' - 1"6' - 0"21' - 4"24' - 9"17' - 3"17' - 4"27' - 9"8' - 11"14' - 1"1' - 4"
2'
-
0
"
10
'
-
9
"
2'
-
8
"
2.C
2.2
4'
-
0
"
11
'
-
5
"
6'
-
0
"
B F -2 .J
2.G
2.H
15
'
-
5
"
10
'
-
0
"
12
'
-
0
"
12
'
-
0
"
B F-2.2
B F-2.2
B F-2.2
B F-2.2
B F -2.E B F-2.4
B F-2.4
B F -2.A
B F -2.7
B F-2.7
B F -2.B
M F -2.9
M F-2.9
M F -2.1 1
M F -2.1 1
H S S 6 X 6 X 1/4
T Y P , U N O
PC1
TYP, UNO
1' - 3 1/2"
TYP, UNO
1' - 3 1/2"
REINFORCE SOG
W/ #6 @ 12" OC BOT EW
2' - 3"
3' - 3"
T1
T1
T1
T1
T1
T3
T1
T3
T1
T3
T1
T1
T3
T5
B1
T3
T3
T4T7 T2 T2T2
T1
T3 T3
T1
T1
T5
T1
T1
T1
T1
T8
T3
B1
B1
T1
T5
T3
T1
T1
T10
T1
T10
T9 T9
T9 T9
TYP, UNO
11 1/2"TYP, UNO
11 1/2"
1' - 3 1/2" REF
1' - 3 1/2" REF
T3
T3
TYP, UNO
4' - 6"
TYP, UNO
4' - 6"
TYP
3' - 6 1/2"
5' - 6 1/2"
7' - 8 1/2"
NOTES:
1.LEVEL 01 -CORE FACILITY REFERENCE ELEVATION IS 28'-2". TOP OF SLAB IS AT REFERENCE LEVEL.
2.SLAB ON GRADE IS 10-INCHES THICK. REINFORCE AS INDICATED ON PLAN. SLAB ON GRADE SHALL BE
PLACED ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT.
3.( ) INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS AND PILES SHALL BEAR ON SUBGRADE IN
ACCORDANCE WITH THE GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS AT REFERENCE
ELEVATION UNLESS NOTED OTHERWISE.
4."PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE CAP DETAILS AND SCHEDULES FOR SIZE,
REINFORCING, AND ADDITIONAL INFORMATION.
5.SEE FRAMING ELEVATIONS FOR INFORMATION ON MAIN LATERAL FORCE-RESISTING SYSTEM.
6.REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONC CURBS,
HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS.
REINFORCE PER TYP DETAILS.
GENERAL NOTES:
TOP BAR REINFORCING SCHEDULE
MARK DETAILS NOTE
T1
T2
(5) #5 @ 12" OC X 9'-2"
W/ STD HOOK AT BOTH ENDS
T3
T4
T5
T6
T7
T8
W/ STD HOOK
(5) #5 @ 12" OC X 15'-0"
(5) #5 @ 12" OC X 10'-0"-
(5) #5 @ 12" OC X 12'-4"W/ STD HOOK AT BOTH ENDS
(6) #5 @ 12" OC X 10'-0"-
(7) #5 @ 12" OC X 15'-0"W/ STD HOOK AT BOTH ENDS
-
W/ STD HOOK
(20) #5 @ 6" OC X 40'-0"
(10) #5 @ 12" OC X 19'-2"
BOTTOM BAR REINFORCING SCHEDULE
MARK DETAILS NOTE
B1 (3) #5 @ 12" OC X 4'-6"W/ STD HOOK AT BOTH ENDS
T9
T10 W/ STD HOOK
(7) #5 @ 12" OC X 14'-2"
(5) #5 @ 12" OC X 14'-2"
W/ STD HOOK
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
6/2/2025 11:27:54 AM
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SFP221
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
OVERALL FOUNDATION PLAN
CORE FACILITYLPDDJP AE
LPD AJF AE
3/16" = 1'-0"
12/10/2024 354ISSUED FOR BID
SCALE: 3/16" = 1'-0"BT120-SFP001
CORE FACILITY OVERALL FOUNDATION PLAN 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
SCALE IN FEET
4 0 88 16
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
3.A
3.B
3.3 3.43.2
97' - 0"6' - 0"97' - 0"
7'
-
7
"
C
BT120-SGE131
D
BT120-SGE131TYP, UNOHSS6X6X3/8PC8
PC2A PC2A
TYP (2) PLC
TYP
(4) PLC
3.1
(25'-6")(26'-0")
6" CONC WALL AROUND PILASTERS
W/ #4 @ 12" EW, TYP
6" CONC WALL
W/ #4 @ 12" EW
6" CONC WALL
W/ #4 @ 12" EW
-
1TYP
NOTES:
1.LEVEL 01 -GANTRY REFERENCE ELEVATION IS 27'-0".
2.RIGID PAVEMENT OVER PILE CAPS IS PER CIVIL AND IS NOT SHOWN. RIGID PAVEMENT SHALL BE PLACED
ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT.
3.( ) INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS AND PILES SHALL BEAR ON SUBGRADE IN
ACCORDANCE WITH THE GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS AT REFERENCE
ELEVATION UNLESS NOTED OTHERWISE.
4."PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE CAP DETAILS AND SCHEDULES FOR SIZE,
REINFORCING, AND ADDITIONAL INFORMATION.
5.COLUMNS SHOWN IN THE VIEW ARE PART OF THE MAIN LATERAL FORCE RESISTING SYSTEM.
6.REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS,
HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB
PENETRATIONS. REINFORCE PER TYPICAL DETAILS.
GENERAL NOTES:
#4 @ 12" OC CONC PILASTER
REINF NOT SHOWN
CONC WALL
REINF NOT SHOWN
CL WALL
CONC WALL CONTINUES
WHERE OCCURS
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
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1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
7
:
5
5
A
M
BT120
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SFP231
12/10/2024R. PARGAS J. ALTCHECH
OBSOLETE
OVERALL FOUNDATION PLAN
CHARGING GANTRYLPDDJPAE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 355ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"
BT120 - OVERALL FOUNDATION PLAN - GANTRY 2
BT120-SGP100
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
SCALE: 1" = 1'-0"
WALL/PILASTER REINFORCING DETAIL 1
-
DELETED
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
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P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
10" SOG
W/ #4 @ 12"
T&B EW,
SEE NOTE 4
6" SOG
5.25.1
5.B
5.A
16' - 10"
28
'
-
6
"
5' - 0"6' - 10"5' - 0"
5'
-
0
"
18
'
-
6
"
5'
-
0
"
2% SLOPE
TO EDGE,
TYP
TOC EL 29'-6"
NOTES:
1.LEVEL 01 - GENERATOR PAD REFERENCE ELEVATION IS PER
CIVIL. REFER TO CIVIL DRAWINGS FOR ELEVATION, EXTENTS,
AND SLOPE.
2.SLAB ON GRADE IS 6-INCHES THICK. REINFORCE PER TYPICAL
DETAILS. SLAB ON GRADE SHALL BE PLACED ATOP
COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH
GEOTECHNICAL REPORT.
3.REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE,
EXTENT, AND LOCATION OF CONCRETE CURBS,
HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS,
BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS.
REINFORCE PER TYPICAL DETAILS.
4.INSTALL EQUIPMENT ANCHORAGE PER THE GENERATOR
MANUFACTURER'S INSTRUCTIONS.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
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A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
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r
v
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6/
2
/
2
0
2
5
1
1
:
2
7
:
5
6
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SFP241
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
OVERALL FOUNDATION PLAN
GENERATOR PADLPDDJPAE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 356ISSUED FOR BID
SCALE: 1/8" = 1'-0"BT120-SFP001
FOUNDATION PLAN - GENERATOR PAD 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1
1
11 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
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R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1
0" SO
G
WG"/#OO
S
4
/
@
/
"
1SS"#@"S
G/4 2 OT
#
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1.B
1.C
1.1 1.2 1.3 1.4
14
'
-
0
"
5' - 8"24' - 0"24' - 0"24' - 0"5' - 8"
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-SG
P
3
1
3
A
BT120-SGE111
B
BT120-SGE111
TYP TYP
1 1/2" MTL DECK
TY
P
,
U
N
O
TY
P
,
U
N
O
2"
2"
3"
HS
S
8
X
4
X
1
/
4
HS
S
8
X
4
X
1
/
4
HSS12X6X1/4
HSS12X6X1/4
HSS12X6X1/4, TYP UNO
, TYP UNO
, TYP UNO
REFER TO ARCH
DWGS FOR COLD
FORMED FRAMING
AROUND LIGHTS
FALL ARREST
ANCHOR, TYP
C10X15.3
A
3'
-
1
0
"
7'
-
8
"
3'
-
1
0
"
7'
-
8
"
4"
TYP
B 2"
TYP
A
B
B
BT120-SGD113
C
BT120-SGD113
TYP
(2) PLC
2"
TYP
4"
TYP
HSS12X6X1/4, TYP UNO
1.A
14
'
-
0
"
3"
A
BT120-SGD112
SIM, TYP
3'
-
6
"
3'
-
6
"
NOTES:
1.LEVEL 02 -CANOPY SECTOR A REFERENCE ELEVATION IS 37'-0". TOP OF STEEL ELEVATIONS IS AT
REFERENCE ELEVATION. BOTTOM OF SLAB IS AT TOP OF STEEL ELEVATION.
2.THE STRUCTURAL SLAB IS A 1 1/2-INCH STEEL DECK. SEE THE TYPICAL ROOF DECK DETAILS.
3.CONTRACTOR SHALL COORDINATE ALL OPENINGS AND DEPRESSIONS PRIOR TO CONSTRUCTION.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
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A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
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6/
2
/
2
0
2
5
1
1
:
2
8
:
2
3
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGP312
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
LEVEL 2 FRAMING PLAN
CANOPY - SECTOR A
LPD DJP AE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 357ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"
FRAMING PLAN - CANOPY - SECTOR A 1
BT120-SGP100
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
SCALE IN FEET
4 0 88 16
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1.B
1.C
1.5 1.6 1.7
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-SG
P
3
1
2
M
A
T
C
H
L
I
N
E
:
S
E
E
D
W
G
B
T
1
2
0
-
S
G
P
3
1
4
5' - 8"24' - 0"24' - 0"5' - 8"
A
BT120-SGE111
B
BT120-SGE111
TYP TYP 1 1/2" METAL
DECK
14
'
-
0
"
14
'
-
0
"
TY
P
,
U
N
O
TY
P
,
U
N
O
HS
S
8
X
4
X
1
/
4
HS
S
8
X
4
X
1
/
4
2"
2"
REFER TO ARCH DWGS
FOR COLD FORMED
FRAMING AROUND LIGHTS
FALL ARREST
ANCHOR, TYP
C10X15.3
A 4"
TYP
B 2"
TYP
3'
-
1
0
"
3'
-
1
0
"
7'
-
8
"
7'
-
8
"
A
B
2"
TYP
4"
TYP
C
BT120-SGD113
1.A
3"
3
"
HSS12X6X1/4, TYP UNO
HSS12X6X1/4, TYP UNO
A
BT120-SGD112
SIM, TYP
HSS12X6X1/4
HSS12X6X1/4
, TYP UNO
, TYP UNO
3'
-
6
"
3'
-
6
"
NOTES:
1.LEVEL 02 -CANOPY SECTOR B REFERENCE ELEVATION IS 39'-6". TOP OF STEEL ELEVATIONS IS AT
REFERENCE ELEVATION. BOTTOM OF SLAB IS AT TOP OF STEEL ELEVATION.
2.THE STRUCTURAL SLAB IS A 1 1/2-INCH STEEL DECK. SEE THE TYPICAL ROOF DECK DETAILS.
3.CONTRACTOR SHALL COORDINATE ALL OPENINGS AND DEPRESSIONS PRIOR TO CONSTRUCTION.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
8
:
2
4
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGP313
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
LEVEL 2 FRAMING PLAN
CANOPY - SECTOR B
LPD DJP AE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 358ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"
FRAMING PLAN - CANOPY - SECTOR B 1
BT120-SGP100
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1.E
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
5' - 8"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"5' - 8"
MATCH LINE:
SEE DWG BT120-SGP313
A
BT120-SGE111
B
BT120-SGE111
TYP TYP
1 1/2" METAL
DECK
TY
P
,
U
N
O
TY
P
,
U
N
O
HS
S
8
X
4
X
1
/
4
HS
S
8
X
4
X
1
/
4
HSS12X6X1/4
HSS12X6X1/4
2"
2"
, TYP UNO
, TYP UNO
REFER TO ARCH
DWGS FOR COLD
FORMED FRAMING
AROUND LIGHTS
FALL ARREST
ANCHOR, TYP C10X15.3
A
B 2"
TYP
4"
TYP
A
B 2"
TYP
4"
TYP
3'
-
1
0
"
3'
-
1
0
"
7'
-
8
"
7'
-
8
"
C
BT120-SGD113
TYP,
(5) PLC
B 2"
TYP
B 2"
TYP
1.F
1.D
14
'
-
0
"
14
'
-
0
"
3"
3"
2
'
-
0
"
2'
-
0
"
HSS12X6X1/4, TYP UNO
HSS12X6X1/4, TYP UNO
A
BT120-SGD112
SIM,
TYP
3'
-
6
"
3'
-
6
"
NOTES:
1.LEVEL 02 -CANOPY SECTOR C REFERENCE ELEVATION IS 42'-0". TOP OF STEEL ELEVATIONS IS AT
REFERENCE ELEVATION. BOTTOM OF SLAB IS AT TOP OF STEEL ELEVATION.
2.THE STRUCTURAL SLAB IS A 1 1/2-INCH STEEL DECK. SEE THE TYPICAL ROOF DECK DETAILS.
3.CONTRACTOR SHALL COORDINATE ALL OPENINGS AND DEPRESSIONS PRIOR TO CONSTRUCTION.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
8
:
2
5
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGP314
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
LEVEL 2 FRAMING PLAN
CANOPY - SECTOR C
LPD DJP AE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 359ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"
FRAMING PLAN - CANOPY - SECTOR C 1
BT120-SGP100
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
2.F
2.B
2.72.62.52.42.32.1
2.J
2.D
2.E2.E
2.112.102.92.8
2.A 2.A
2.C
2.2
2.G
2.H
HSS6X4X5/16 HSS6X4X5/16
HSS6X4X5/16
HSS6X4X5/16
HSS4X4X1/4,
TYP (8) PLC
HSS6X4X5/16
HSS6X4X5/16
HS
S
6
X
4
X
5
/
1
6
HSS6X4X5/16 FLAT
HSS6X4X5/16
HS
S
6
X
4
X
5
/
1
6
TOS EL 36'-0 1/2"
TOS EL 36'-6",
TYP AT HSS4X4
TOS EL 36'-0 1/2"
TOS EL 36'-2"
PL 1/2
PL 1/2
PL 1/2C5X6.7,
SEE NOTE 1
6" TYP
(4) EQ SPC (4) EQ SPC
6"
(2
)
E
Q
S
P
C
(3) EQ SPC
6"
(2
)
E
Q
S
P
C
PL1/2 X 4 1/2" X 3'-0",
TYP UNO
6"(2) EQ SPC
6"
(2
)
E
Q
S
P
C
HSS6X4X5/16
TOS EL 36'-0 1/2"
B
BT120-SGD121
TYPA
BT120-SGD121
TYP
PL1/2 X 5" X 3'-8",TYP
AT CORNERS
C
BT120-SGD121
C
BT120-SGD121
SIM
C
BT120-SGD121
SIM
A
BT120-SGE124B
BT120-SGE124
4
1
/
2
"
1'
-
8
"
FLAT
2' - 0"
B
BT120-SGD123
A
BT120-SGD123
TYP (2) PLC
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
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1
-
B
T
1
2
0
-
S
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0
2
0
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r
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t
6/
2
/
2
0
2
5
1
1
:
2
8
:
2
6
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGP321
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
MISCELLANEOUS STEEL OVERALL FRAMING PLAN
CORE FACILITYLPD DJP AE
LPD AJF AE
3/16" = 1'-0"
12/10/2024 360ISSUED FOR BID
SCALE: 3/16" = 1'-0"BT120-SFP001
MISCELLANEOUS STEEL FRAMING PLAN - CORE FACILITY 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
GENERAL NOTES:
1. CONTRACTOR TO PROVIDE SUPPORT FOR MECHANICAL, ELECTRICAL, AND
PLUMBING EQUIPMENT. ATTACH TO PRIMARY STRUCTURE PER MANUFACTURER'S
REQUIREMENTS. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH
MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.
GENERAL NOTES:
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
NOTES:
1.LEVEL 02 -GANTRY REFERENCE ELEVATION IS 48'-0". REFERENCE
CENTER OF STEEL ELEVATION IS AT REFERENCE ELEVATION.
GENERAL NOTES:
3.A
3.B
3.3 3.43.2
97' - 0"6' - 0"97' - 0"
7'
-
7
"
HSS6X6X1/4 CHORD, TYP
HSS4X4X1/4
DIAG, TYP UNO
HSS4X4X1/4,
TYP
3.1
-
1 TYP (12) PLC
HSS4X4X5/16
DIAG
HSS4X4X5/16
DIAG
3
BT120-SGD132
TYP,
UNO 1
BT120-SGD133
TYP4
BT120-SGD132
OPP1
BT120-SGD131
4
BT120-SGD132A
BT120-SGE131
3.A
3.B
NOTES:
1.DIMENSIONS DENOTE PANTOGRAPH
MOUNTING AREA LIMITS. PANTOGRAPH
MOUNTING CONNECTION POINTS SHALL
BE AT FOUR CORNERS OF THIS AREA,
REFER TO ELECTRICAL DRAWINGS FOR
LOCATION OF MOUNTING POINTS. VERIFY
WITH PANTOGRAPH MANUFACTURER.
2.DIMENSIONS DENOTE PANTOGRAPH
EXTENTS AREA LIMITS. VERIFY WITH
PANTOGRAPH MANUFACTURER.
3.COORDINATE WITH ELECTRICAL AND
CIVIL DRAWINGS FOR THE IN-PLAN
DIMENSIONS AND ROTATION OF THE
PANTOGRAPH, AS WELL AS THE MOUNTING
ELEVATIONS, BEFORE INSTALLING THE
PANTOGRAPH SUPPORTS.
NOTES:
PANTOGRAPH EXTENTS
AREA LIMITS
*SEE NOTES 1 & 3
**SEE NOTES 2 & 3
***SEE NOTE 3
UNISTRUT, TYP (5) PLC
HSS 4X4X1/4 HANGER,
TYP (4) PLC
PANTOGRAPH
CONNECTION POINT, TYP
*35.43
"
*57.09"
** 49.21"
** 88.40"
*** 6' - 2"
A
-
HSS
DIAG
CENTERLINE HSS HANGERS
AND PANTOGRAPGH
MOUNTING AREA LIMITS
3' - 1"
3' - 1"
8 1/4"
LEVEL 02 -GANTRY
48'-0"
27
"
M
A
X
3"
MOUNTING
ELEV VARIES
PER ELEC
HSS BOTTOM CHORD
HSS
DIAG
HSS HANGER, TYP
CAP PL, TYP
REF
35.43"
1/4 TYP
3-12
3-12
TYP
P1000
P1001AWB
-
P2626 T&B, TYP
P1726 T&B, TYP
1/
4
"
T
Y
P
CL CHORD & HANGER CL CHORD & HANGER
NOTES:
1. USE P1010 CHANNEL NUT WITH SPRING AND HEX
HEAD CAP SCREWS AT ALL UNISTRUT CONNECTIONS.
NOTES:
HSS HANGER
CL BT M
C H OR D P1000, AT TOP ONLY
P2079, AT TOP ONLY
P1001AW
PANTOGRAPH CONNECTION
POINT AT BTM
NOTES:
1. USE P1010 CHANNEL NUT WITH SPRING AND HEX
HEAD CAP SCREWS AT ALL UNISTRUT CONNECTIONS.
NOTES:
NS & FS
T & B
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
8
:
2
7
A
M
BT120
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGP331
12/10/2024R. PARGAS J. ALTCHECH
OBSOLETE
LEVEL 2 OVERALL FRAMING PLAN
CHARGING GANTRYLPDDJPAE
LPD AJF AE
AS NOTED
12/10/2024 361ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"
LEVEL 2 OVERALL FRAMING PLAN - GANTRY 2
BT120-SGP100
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
SCALE: 3/8" = 1'-0"
PANTOGRAPH SUPPORT PLAN 1
-SCALE: 3/4" = 1'-0"
PANTOGRAPH CONNECTION DETAIL A
-SCALE: 1 1/2" = 1'-0"
PANTOGRAPH CONNECTION DETAIL B
-
DELETED
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
O
N
S
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U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
N
OTES:
E1
.1TLV::
S
L
0
E
L
T
NSSTV0TS
1L 2 :-
V
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
4.1 4.2 4.3 4.4 4.5
4.A
4.B
1
'
-
6
"
15
'
-
0
"
2'
-
9
"
2'-6"18'-0"18'-0"18'-0"18'-0"2'-6"
TYP, UNO
TOS 42'-2" AT GRID 4.B
HSS6X6X3/8
1' - 5"1' - 5"
2'
-
0
"
4'
-
6
1
/
2
"
MF-3 MF-3 MF-3 MF-3
MF-3 MF-3 MF-3
MF
-
1
MF
-
1
MF
-
1
MF
-
1
MF
-
2
MF-42'
-
4
"
HSS6X4X3/8
1'
-
1
1
"
HSS6X4X3/8 HSS6X4X3/8
HSS6X4X3/8
NOTES:
1.LEVEL 02 -BEB EQUIPMENT YARD REFERENCE ELEVATION IS
42'-9 1/2". TOP OF STEEL ELEVATIONS IS AT REFERENCE
ELEVATION. BOTTOM OF SLAB IS AT TOP OF STEEL ELEVATION.
2.STEEL SLOPES UNIFORMLY BETWEEN GIVEN TOP OF STEEL
ELEVATIONS SHOWN IN PLAN. WHERE BEAMS OF COLUMNS
INTERSECT, MATCH THE TOP OF STEEL, UNLESS NOTED
OTHERWISE.
3.THE STRUCTURAL SLAB IS A 1 1/2-INCH STEEL DECK. SEE THE
TYPICAL ROOF DECK DETAILS.
4.CONTRACTOR SHALL COORDINATE ALL OPENINGS AND
DEPRESSIONS PRIOR TO CONSTRUCTION.
5.SEE FRAMING ELEVATIONS FOR INFORMATION ON MAIN
LATERAL FORCE-RESISTING SYSTEM.
GENERAL NOTES:
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
8
:
2
8
A
M
BT120
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGP341
12/10/2024R. PARGAS J. ALTCHECH
OBSOLETE
ROOF OVERALL FRAMING PLAN
BEB EQUIPMENT YARDLPDDJPAE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 362ISSUED FOR BID
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - BEB EQUIPMENT YARD 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
4 0 88 16
DELETED
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
2.F
2.B
2.72.62.52.42.32.1
2.J
2.D
2.E2.E
8' - 1"6' - 0"21' - 4"24' - 9"17' - 3"17' - 4"27' - 9"8' - 11"14' - 1"1' - 4"
2.112.102.92.8
2.A 2.A
2'
-
8
"
10
'
-
9
"
2'
-
0
"
2.C
2.2
2
1
/
2
"
4'
-
0
"
11
'
-
5
"
6'
-
0
"
2
1
/
2
"
W12X14
W1
4
X
2
2
W12X14
W1
2
X
1
4
W1
2
X
1
4
W1
2
X
1
4
W1
4
X
2
2
W1
4
X
2
2
W1
4
X
2
2
BF
-2.
2
MF
-2.
1
1
MF
-2.
9
BF-2.J
MF-2.C
MF-2.F
TOS EL 39'-3 1/2
TOS EL 39'-6"TOS EL 38'-11
2.G
2.H
15
'
-
5
"
10
'
-
0
"
12
'
-
0
"
12
'
-
0
"
2
1
/
2
"
BF
-2.
2
W1
4
X
2
2
W1
4
X
2
2
W1
4
X
2
2
BF-2.E
7"7"
7"7"
7"
W14X22
A
BT120-SGE124B
BT120-SGE124 7"HSS4X3X1/4
TOS EL 40'-2", TYPHSS4X4X3/8W14X22
1'
-
7
1
/
2
"
TOS EL 38'-8 1/2"
NOTES:
1.LEVEL 02 -CORE FACILITY LOW ROOF REFERENCE ELEVATION IS 38'-8 1/2". TOP OF STEEL
ELEVATIONS IS AT REFERENCE ELEVATION, UNLESS NOTED OTHERWISE. BOTTOM OF SLAB IS AT
TOP OF STEEL ELEVATION.
2.STEEL SLOPES UNIFORMLY BETWEEN GIVEN TOP OF STEEL ELEVATIONS SHOWN IN PLAN. WHERE
BEAMS OR COLUMNS INTERSECT, MATCH THE TOP OF STEEL, UNLESS NOTED OTHERWISE.
3.THE STRUCTURAL SLAB IS A 1 1/2-INCH STEEL DECK. SEE THE TYPICAL ROOF DECK DETAILS.
4.CONTRACTOR SHALL COORDINATE ALL OPENINGS AND DEPRESSIONS PRIOR TO CONSTRUCTION.
5.SEE FRAMING ELEVATIONS FOR INFORMATION ON THE MAIN LATERAL FORCE-RESISTING SYSTEM
6.REFER TO HIGH ROOF FRAMING PLAN FOR ADDITIONAL INFORMATION ON CORE FACILITY ROOF.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
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6
0
:
/
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A
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D
3
4
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8
6
0
0
_
B
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_
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D
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R
A
N
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I
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_
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1
-
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T
1
2
0
-
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2
0
2
0
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r
v
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6/
2
/
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0
2
5
1
1
:
2
8
:
2
9
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGP421
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
LOW ROOF OVERALL FRAMING PLAN
CORE FACILITYLPDDJPAE
LPD AJF AE
3/16" = 1'-0"
12/10/2024 363ISSUED FOR BID
SCALE: 3/16" = 1'-0"BT120-SFP001
LOW ROOF FRAMING PLAN - CORE FACILITY 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
NOTES:
1.LEVEL 03 -GANTRY REFERENCE ELEVATION IS 56'-6". REFERENCE
CENTER OF STEEL ELEVATION IS AT REFERENCE ELEVATION.
GENERAL NOTES:
3.A
3.B
3.3 3.43.2
C
BT120-SGE131
D
BT120-SGE131
TYP, (4) PLCS
8' - 1"
97' - 0"6' - 0"97' - 0"
7'
-
7
"
HSS6X6X1/4 CHORD, TYP
DIAG, TYP
HSS4X4X1/4,
TYP
HSS4X4X1/4
3.1
3
BT120-SGD132
TYP, UNO
1
BT120-SGD131
3
BT120-SGD132
SIM
1
BT120-SGD133
TYP
A
BT120-SGE131
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
8
:
3
0
A
M
BT120
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGP431
12/10/2024R. PARGAS J. ALTCHECH
OBSOLETE
LEVEL 3 OVERALL FRAMING PLAN
CHARGING GANTRYLPDDJPAE
LPD AJF AE
1/8" = 1'-0"
12/10/2024 364ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"BT120-SGE131
LEVEL 3 OVERALL FRAMING PLAN - GANTRY 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
DELETED
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
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CTURAL E N GINEER
P
R
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
N
OTES:
E1
.1TLV::
S
L
0
E
L
T
NSSTV0TS
1L 3 :-
V
STAT E O F WASHING
T
O
N
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R
U
CTURAL E N GINEER
P
R
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
2.B
2.72.62.52.42.32.1
2.D
2.E2.E
2.112.102.92.8
2.A
8' - 1"6' - 0"21' - 4"24' - 9"17' - 3"17' - 4"27' - 9"8' - 11"14' - 1"1' - 4"
2.C
2.2
2'
-
8
"
8'
-
9
"
2'
-
0
"
2'
-
1
1
1
/
2
"
1
'
-
8
"
15
'
-
5
"
1
'
-
8
"
TYP AT PERIMETER
HSS6X4X1/4
BF
-2.
4
BF
-2.
7
BF-2.A
BF-B
BF-2.E
FLAT,
TY
P
,
U
N
O
W18X46
W18X46
W14X22
W14X22
W14X22
W14X22
W18X46
W12X35
W12X35
W10X26
W10X26
W10X12
W10X12
W10X12
W10X12
W14X22
W1
0
X
2
6
7"3"
A
BT120-SGE123
B
BT120-SGE123
D
BT120-SGE123
E
BT120-SGE123
11
1
/
2
"
1'
-
1
1
"
2' - 11"
3' - 2"
TA
P
E
R
E
D
BELOW
BELOW
TOS EL 41'-3"
AT GRID 2.A
BELOW
BELOW
BELOW
BELOW
7"
BELOW
10' - 11 1/2"
9' - 1 1/2"1' - 7"
HSS6X4X1/4
HSS6X4X1/4
3
BT120-SGD121
TYP (4) PLC
D
BT120-SGD121
TYP
(4) PLC
C
BT120-SGE123
TYP @
TAPERED
BEAM
TOS EL 41'-10 1/2"
NOTES:
1.LEVEL 03 -CORE FACILITY HIGH ROOF REFERENCE ELEVATION IS 41'-10 1/2".
TOP OF STEEL ELEVATIONS IS AT REFERENCE ELEVATION, UNLESS NOTED
OTHERWISE. BOTTOM OF SLAB IS AT TOP OF STEEL ELEVATION.
2.STEEL SLOPES UNIFORMLY BETWEEN GIVEN TOP OF STEEL ELEVATIONS
SHOWN IN PLAN. WHERE BEAMS OR COLUMNS INTERSECT, MATCH THE TOP OF
STEEL, UNLESS NOTED OTHERWISE.
3."BELOW" INDICATES BEAM IS LOCATED UNDERNEATH THE PERPENDICULAR
BEAM FRAMING INTO IT. SEE TYPICAL STEEL DETAILS.
4.THE STRUCTURAL SLAB IS A 1 1/2-INCH STEEL DECK. SEE THE TYPICAL ROOF
DECK DETAILS.
5.CONTRACTOR SHALL COORDINATE ALL OPENINGS AND DEPRESSIONS PRIOR TO
CONSTRUCTION.
6.SEE FRAMING ELEVATIONS FOR INFORMATION ON THE MAIN LATERAL FORCE
RESISTING SYSTEM.
7.REFER TO LOW ROOF FRAMING PLAN FOR ADDITIONAL INFORMATION ON CORE
FACILITY ROOF.
GENERAL NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
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A
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D
3
4
5
8
6
0
0
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A
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S
I
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2
0
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2
5
1
1
:
2
8
:
3
1
A
M
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGP521
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
HIGH ROOF OVERALL FRAMING PLAN
CORE FACILITYLPDDJPAE
LPD AJF AE
3/16" = 1'-0"
12/10/2024 365ISSUED FOR BID
SCALE: 3/16" = 1'-0"BT120-SFP001
HIGH ROOF FRAMING PLAN - CORE FACILITY 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
TOC
PER PLAN
TOS
PER PLAN
TOS
PER PLAN
GRIDGRID
NOTES:
1.LOCATION OF MOUNTING PER ARCHITECT.
CONTRACTOR TO COORDINATE.
RTIS
MOUNTING
HANGERS,
SEE NOTE 1
14' - 0"14' - 0"
1'
-
3
"
2
BT120-SGD111
5
BT120-SGD111
SIM
3
BT120-SGD111
3
BT120-SGD111
1
BT120-SGD111
A
BT120-SGD113
4
BT120-SGD111
5'
-
1
0
"
11
1
/
2
"
3'
-
9
"
GRID
WP
GRIDGRID GRID
14' - 0"14' - 0"
3'
-
9
"
11
1
/
2
"
1'
-
3
"
A
BT120-SGD112
1
BT120-SGD112
A
BT120-SGD112
SIM
2
BT120-SGD112
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
G
O
N
Z
A
L
E
S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
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11
/
1
4
/
2
0
2
4
1
1
:
0
8
:
4
1
A
M
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGE111
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
FRAMING ELEVATIONS
CANOPYLPDDJPAE
3/8" = 1'-0"
ISSUED FOR BID12/10/2024
SCALE: 3/8" = 1'-0"BT120-SFP212
SECTION AT CANOPY COLUMN A
SCALE: 3/8" = 1'-0"BT120-SGP312
SECTION AT CANOPY B
T
OCPERP
L CANRR
E
S
A
:
P
A
C
TEECN:CE
A S 1 R.
N
GG54CGCRI
F
RPNTRE S A L OR
I
A
E
F
R
PN
R
P
T
L
PI T NMC
E C:
E ET
G
F
N GFR
15/Nov/2024
0366
RTA/CN 0205-24
CORE FACILITY -
LEVEL 01
28' -2"
2.J 2.E
HS
S
6
X
6
X
1
/
4
HS
S
6
X
6
X
1
/
4
HS
S
6
X
6
X
1
/
4
W14X22 W14X22
H
S
S
4
X
4
X
1/
4HSS4X4X1/4
2.G2.H
HS
S
6
X
6
X
1
/
4
TC1
BC2
TC3
BC13
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 01
28' -2"
2.E 2.A
HS
S
6
X
6
X
3
/
8
W10X22
H
S
S
4
X
4
X
1/4
HS
S
6
X
6
X
3
/
8
H S S 4 X 4 X 1 /4
TC7 TC7
BC8 BC14
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
CORE FACILITY -
LEVEL 01
28' -2"
2.B2.E
HS
S
6
X
6
X
3
/
8
HS
S
6
X
6
X
3
/
8
W10X26
H S S 5 X 5 X 5/1 6 H
S
S
5
X
5
X
5/1
6
TC9 TC9
BC10 BC14
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
CORE FACILITY -
LEVEL 01
28' -2"
2.F 2.C
HS
S
6
X
6
X
5
/
8
HS
S
6
X
6
X
5
/
8
HSS4X4X3/8
W14X22
HSS3X3X1/4
1
BT120-SGD121
OPP
2
BT120-SGD121
OPP
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
7
BT120-SGD123
TYP
CORE FACILITY -
LEVEL 01
28' -2"
2.F 2.C
HS
S
6
X
6
X
5
/
8
HS
S
6
X
6
X
5
/
8
W14X22
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
7
BT120-SGD123
TYP
GENERAL NOTES:
1. SINGLE LINE DIAGRAMS INDICATE CENTROIDIAL AXIS OF THE
MEMBER UNLESS NOTED OTHERWISE. DIMENSIONS NOTED ARE
TO THE CENTERLINE OF ALL ELEMENTS SHOWN.
2. ALL WORK POINTS AND DIMENSIONS SHOWN ARE THEORETICAL
AND BASED ON THE ASSUMED FINAL AS-BUILT GEOMETRY. THE
CONTRACTOR SHALL VERIFY ALL GEOMETRY BASED ON
CONNECTIONS, FABRICATION/ERECTION TOLERANCES, AND
THEIR MEANS AND METHODS OF CONSTRUCTION.
3. SEE PLANS FOR BEAM ELEVATIONS UNLESS NOTED OTHERWISE.
4. BRACED FRAME CONNECTION CONFIGURATIONS SHALL BE
COORDINATED WITH DOORWAYS, CEILINGS, AND
MECHANICAL/ELECTRICAL SYSTEMS.
5. INDICATES COLUMN BASE PER THE BRACED FRAME AND
MOMENT FRAME TYPICAL DETAILS.
6. ALL MEMBERS ON THIS SHEET ARE PART OF THE MAIN LATERAL
FORCE RESISTING SYSTEM.
7. SEE TYPICAL BRACED FRAME AND MOMENTS FRAME TYPICAL
DETAILS FOR ADDITIONAL NOTES AND CONNECTION
INFORMATION.
R
PNTESTA
LANOISS
E
F
O
G
T
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N
REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
G
O
N
Z
A
L
E
S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
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3
6
0
:
/
/
U
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_
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3
4
5
8
6
0
0
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R
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N
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-
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2
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0
2
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1
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:
0
8
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4
3
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BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGE121
09/06/2024R. PARGAS J. ALTCHECH
STRUCTURAL
FRAMING ELEVATIONS
CORE FACILITYLPDDJPAE
3/16" = 1'-0"
ISSUED FOR BID12/10/2024
SCALE: 3/16" = 1'-0"
BF-2.2 BRACED FRAME ELEVATION A
BT120-SGP321 SCALE: 3/16" = 1'-0"
BF-2.4 BRACED FRAME ELEVATION B
BT120-SGP421 SCALE: 3/16" = 1'-0"
BF-2.7 BRACED FRAME ELEVATION C
BT120-SGP421
SCALE: 3/16" = 1'-0"
MF-2.9 MOMENT FRAME ELEVATION E
BT120-SGP321SCALE: 3/16" = 1'-0"
MF-2.11 MOMENT FRAME ELEVATION D
BT120-SGP321
C
ORE FEA
IARLTFF
Y
L
-
E
L
R
C RT-R
ALYVF0
T
22HCI2I.1
2
RPNTRE S A L OR
I
A
E
F
R
PN
F
E
C
AI
E1C
T8R
R -
C
G
F
N GFR
15/Nov/2024
0367
RTA/CN 0205-24
CORE FACILITY -
LEVEL 01
28' -2"
2.112.9
PE
R
M
F
-2.
9
PE
R
M
F
-2.
1
1
W14X22
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
7
BT120-SGD123
TYP
CORE FACILITY -
LEVEL 01
28' -2"
2.32.2
H
S
S
4
X
4
X
1/4
HS
S
6
X
6
X
1
/
4
W14X22
PE
R
B
F
-2.
2
TC5
BC6
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 01
28' -2"
2.32.2
HS
S
6
X
6
X
1
/
4
W14X22
PE
R
B
F
-2.
2
TC5 TC5
BC13 BC6
E
BT120-SGD121
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"W14X22
H
S
S
4
X
4
X
1/4HSS4X4X1/4
CORE FACILITY -
LEVEL 01
28' -2"
2.52.4
H S S 5 X 5 X 1/4 H
S
S
5
X
5
X
1/4
HS
S
6
X
6
X
3
/
8
W18X46
PE
R
B
F
-2.
4
TC11
BC14 BC12
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
CORE FACILITY -
LEVEL 01
28' -2"
2.7 2.8
HS
S
6
X
6
X
3
/
8
H
S
S
5
X
5
X
1/4HSS5X5X1/4
W18X46
PE
R
B
F
-2.
7
TC11
BC14 BC12
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
CORE FACILITY -
LEVEL 01
28' -2"
2.112.9
PE
R
M
F
2
.
9
PE
R
M
F
2
.
1
1
H S S 3 X 3 X 1 /4 HSS4X4X3/8
W14X22
2
BT120-SGD121
1
BT120-SGD121
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
7
BT120-SGD123
TYP
GENERAL NOTES:
1. SINGLE LINE DIAGRAMS INDICATE CENTROIDIAL AXIS OF THE
MEMBER UNLESS NOTED OTHERWISE. DIMENSIONS NOTED ARE
TO THE CENTERLINE OF ALL ELEMENTS SHOWN.
2. ALL WORK POINTS AND DIMENSIONS SHOWN ARE THEORETICAL
AND BASED ON THE ASSUMED FINAL AS-BUILT GEOMETRY. THE
CONTRACTOR SHALL VERIFY ALL GEOMETRY BASED ON
CONNECTIONS, FABRICATION/ERECTION TOLERANCES, AND
THEIR MEANS AND METHODS OF CONSTRUCTION.
3. SEE PLANS FOR BEAM ELEVATIONS UNLESS NOTED OTHERWISE.
4. BRACED FRAME CONNECTION CONFIGURATIONS SHALL BE
COORDINATED WITH DOORWAYS, CEILINGS, AND
MECHANICAL/ELECTRICAL SYSTEMS.
5. INDICATES COLUMN BASE PER THE BRACED FRAME AND
MOMENT FRAME TYPICAL DETAILS.
6. ALL MEMBERS ON THIS SHEET ARE PART OF THE MAIN LATERAL
FORCE RESISTING SYSTEM.
7. SEE TYPICAL BRACED FRAME AND MOMENTS FRAME TYPICAL
DETAILS FOR ADDITIONAL NOTES AND CONNECTION
INFORMATION.
R
PNTESTA
LANOISS
E
F
O
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REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
G
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N
Z
A
L
E
S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
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8
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2
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1
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/
2
0
2
4
1
1
:
0
8
:
4
5
A
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BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGE122
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
FRAMING ELEVATIONS
CORE FACILITYLPDDJPAE
3/16" = 1'-0"
ISSUED FOR BID12/10/2024
SCALE: 3/16" = 1'-0"
MF-2.F MOMENT FRAME ELEVATION E
BT120-SGP421SCALE: 3/16" = 1'-0"
BF-2.J BRACED FRAME ELEVATION D
BT120-SGP321
SCALE: 3/16" = 1'-0"
BF-2.E BRACED FRAME ELEVATION C
BT120-SGP421SCALE: 3/16" = 1'-0"
BF-2.A BRACED FRAME ELEVATION A
BT120-SGP421 SCALE: 3/16" = 1'-0"
BF-2.B BRACED FRAME ELEVATION B
BT120-SGP421
SCALE: 3/16" = 1'-0"
MF-2.C MOMENT FRAME ELEVATION F
BT120-SGP421
C
ORE FEA
IARLTFF
Y
L
-
E
L
R
C RT-R
ALYVF0
T
2238I2I.1
2
RPNTRE S A L OR
I
A
E
F
R
PN
F
E
C
AI
E1C
T8R
R -
C
G
F
N GFR
15/Nov/2024
0368
RTA/CN 0205-24
CORE FACILITY -
LEVEL 01
28' -2"
2.E 2.A
NOTES:
1.VIEW FOR INFORMATION ONLY.
NOTES:
CORE FACILITY -
LEVEL 02 - LOW
ROOF
38'-8 1/2"
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
CORE FACILITY -
LEVEL 01
28' -2"
2.B2.D
NOTES:
1.VIEW FOR INFORMATION ONLY.
NOTES:
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
CORE FACILITY -
LEVEL 01
28' -2"
2.B2.E
NOTES:
1.VIEW FOR INFORMATION ONLY.
NOTES:
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
CORE FACILITY -
LEVEL 01
28' -2"
2.E 2.C
NOTES:
1.VIEW FOR INFORMATION ONLY.
NOTES:
CORE FACILITY -
LEVEL 03 - HIGH
ROOF
41'-10 1/2"
2.E 2.A
PER PLAN PER PLAN
4"4"TAPERED BEAM
SUPPORT NOT
SHOWN,
SEE NOTE 1
TAPERED BEAM
L4X4X1/4X0'-3" ES, TYP
1/4
(3) SIDES,
TYP
1/2" TYP
CL TAPERED BEAM1' - 6"
PL1/4X3X0'-6" T&B
3/16
(3) SIDES,
TYP
NS& FS
1. TAPERED BEAM MAY BE SUPPORTED BY GIRDER BELOW,
COLUMN BELOW, OR CANTILEVER THROUGH IN-PLANE
GIRDER. REFER TO THE PLAN FOR THE APPLICABLE CONDITION.
2. SPLICE PERIMETER HSS AS INDICATED WHERE REQUIRED.
NOTES:
FLAT HSS AT PRMT,
SEE NOTE 2
4" TYP
R
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LANOISS
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22016264U
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TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BI
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3
6
0
:
/
/
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A
_
D
3
4
5
8
6
0
0
_
B
U
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R
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P
I
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_
T
R
A
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G
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2
0
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2
0
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1
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2
0
2
4
1
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:
0
8
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4
6
A
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BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGE123
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
FRAMING ELEVATIONS
CORE FACILITYLPDDJPAEISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0"BT120-SGP521
SECTION @ GRID 2.3 A
SCALE: 1/4" = 1'-0"
SECTION @ GRID 2.6 B
SCALE: 1/4" = 1'-0"
SECTION NEAR GRID 2.7 D
SCALE: 1/4" = 1'-0"
SECTION NEAR GRID 2.8 E
BT120-SGP521 BT120-SGP521
BT120-SGP521BT120-SGP521
SCALE: 1 1/2" = 1'-0"BT120-SGP521
HIGH ROOF TAPERED BEAM DETAIL C
C
ORE FEA
IARLTFF
Y
L
-
E
L
R
C RT-R
ALYVF0
T
22OB-2-.1
2
RPNTRE S A L OR
I
A
E
F
R
PN
F
E
C
AI
E1C
T8R
R -
C
G
F
N GFR
15/Nov/2024
0369
RTA/CN 0205-24
2.72.62.5 2.8
TOS HVAC CAGE
36' -6"HS
S
4
X
4
X
1
/
4
17' - 4"17' - 3"24' - 9"
TY
P
HSS4X3X1/4
HSS4X4X1/4
HSS4X3X1/4 HSS4X3X1/4 HSS4X3X1/4
HSS4X4X1/4
HSS4X3X1/4 HSS4X3X1/4 HSS4X3X1/4
HSS4X4X1/4
EDGE BEAM
BEYOND
A
BT120-SGD122
TYP (3) PLC
@ GRID TYP UNOB
BT120-SGD122
1
BT120-SGD123
4
BT120-SGD123
SIM
2.72.62.5 2.8
TOS HVAC CAGE
36' -6"
17' - 4"17' - 3"24' - 9"
HSS COL
HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4
HSS2X2X1/4
HS
S
4
X
4
X
1
/
4
TY
P
A
BT120-SGD122
TYP (3) PLC
@ GRID TYP UNOB
BT120-SGD122
2
BT120-SGD123 5
BT120-SGD123
6
BT120-SGD123
4
BT120-SGD123
3
BT120-SGD123
H S S 2 X 2 X 1 /4
4
BT120-SGD123
SIM5
BT120-SGD123
SIM
R
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LANOISS
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AOFWSHI
22016264U
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TUR I N
E N G E ER
R
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
T
FU
L
L
S
C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
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6
0
:
/
/
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4
5
8
6
0
0
_
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_
T
R
A
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S
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2
0
-
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2
0
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11
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1
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/
2
0
2
4
1
1
:
0
8
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4
7
A
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1/4" = 1'-0"
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGE124
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
FRAMING ELEVATIONS
CORE FACILITYLPDDJPAEISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0"BT120-SGP321
WEST ELEVATION AT MECH CAGE A
SCALE: 1/4" = 1'-0"BT120-SGP321
WEST ELEVATION AT MECH CAGE B
2
.76586A
BA714885
3
1
S
6
1
7
25574S75
A13T8R
4
TTVE2T2OI
D
RPNTRE S A L OR
I
A
E
F
R
PN
8
6
2
AB
6I 2 4 E7
5 7 S
552
G
F
N GFR
15/Nov/2024
0370
RTA/CN 0205-24
3.3 3.43.2
97' - 0"6' - 0"97' - 0"
HSS4X4X1/4
DIAG, TYP
3.1
CONC WALL
TOC EL 30'-6", TYP
PILES, TYP
PILE CAP, TYP
TOC EL PER PLAN
SPLICE,
SEE NOTE 4
3
BT120-SGD131
TYP
1
BT120-SGD131
SIM
1
BT120-SGD132
2
BT120-SGD132
4
BT120-SGD131
OPP
HSS4X4X1/4, TYP
2
BT120-SGD131
SIM
1
BT120-SGD132
SIM
PANTOGRAPH MOUNTING STRUCTURE NOT SHOWN FOR CLARITY
24" X 24" CONC PEDESTAL
TOC EL 30'-6", TYP
TYP
3.A 3.B
LEVEL 03 -
GANTRY
56' -6"
LEVEL 02 -
GANTRY
48' -0"
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
TYP, UNO
PER PLAN
TOC
4
BT120-SGD131
TYP
1
BT120-SGD131
TYP
2
BT120-SGD131
TYP
7' - 7"
LEVEL 03 -
GANTRY
56' -6"
LEVEL 02 -
GANTRY
48' -0"
HSS4x4x1/4, TYP
2'
-
7
"
4'
-
1
1
"
TYP
1' - 8"
1'
-
0
"
CHORD AND DIAG BEYOND, TYP
3.A 3.B
LEVEL 03 -
GANTRY
56' -6"
LEVEL 02 -
GANTRY
48' -0"
B
-
2' - 4"
HSS4X4X1/4
HSS4X4X1/4
HS
S
4
X
4
X
1
/
4
CHORD, TYP
ACM MODULE EXTENTS
3
BT120-SGD133
2
BT120-SGD133
A
BT120-SGD133
TYP
3
BT120-SGD133
TYP
NOTES:
1. REFER TO ELECTRICAL DRAWINGS
FOR ACM MODULE LOCATION. VERIFY
ACM MODULE SUPPORT WITH ACM
MODULE MANUFACTURER.
2. PANTOGRAPH SUPPORT NOT SHOWN
FOR CLARITY.
NOTES:
OPP
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BI
M
3
6
0
:
/
/
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D
3
4
5
8
6
0
0
_
B
U
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R
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P
I
D
_
T
R
A
N
S
I
T
_
G
E
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/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
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6/
2
/
2
0
2
5
1
1
:
2
8
:
2
1
A
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BT120
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGE131
12/10/2024R. PARGAS J. ALTCHECH
OBSOLETE
FRAMING ELEVATIONS
CHARGING GANTRYLPDDJPAE
LPD AJF AE
12/10/2024 371ISSUED FOR BID
SCALE: 1/8" = 1'-0"BT120-SFP231
SOUTH GANTRY FRAMING ELEVATION C
SCALE: 1/8" = 1'-0"BT120-SFP231
WEST GANTRY FRAMING ELEVATION D
NOTES:
1.FOR QUANTITY TAKEOFF PURPOSES, INCREASE THE TONNAGE OF
STEEL BY 10%.
2.ALL GUSSETS AND STIFFENERS SHALL MATCH THE GRADE OF THE
INCOMING BEAM.
3.REFERENCE ELEVATIONS AT TRUSS ARE TO THE CENTERLINE OF THE
TRUSS CORNERS.
4.SPLICE EXISTENCE AND LOCATION IS PER THE CONTRACTOR.
PROVIDED DETAIL IS OPTIONAL. CONSTRUCTION OF GANTRY,
INCLUDING ANY SEQUENCING AND TEMPORARY BRACING, IS PER THE
CONTRACTOR.
5.AN ERECTION SEQUENCING PLAN SHALL BE SUBMITTED PRIOR TO
CONSTRUCTION. THERE SHALL BE AT LEAST TWO PICK POINTS PER
TRUSS SEGMENT. PICK POINTS SHALL BE AT THE NODES OF THE TRUSS.
GENERAL NOTES:
SCALE: 3/8" = 1'-0"
ACM MODULE SUPPORT ELEVATION B
-SCALE: 3/8" = 1'-0"BT120-SGP331
ACM MODULE SUPPORT SIDE ELEVATION A
DELETED
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
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CTURAL E N GINEER
P
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
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A
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22016264
2/June/2025
R
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F
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AOFWSHI
STAT E O F WASHING
T
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P
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
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22016264
2/June/2025
LEVEL 01 -BEB
EQUIPMENT YARD
29' -6"
4.A4.B
LEVEL 02 -BEB
EQUIPMENT YARD
42' -9 1/2"HSS6X6X3/8
HS
S
8
X
8
X
3
/
8
HS
S
8
X
8
X
3
/
8
1
BT120-SGD111
TYP LEVEL 01 -BEB
EQUIPMENT YARD
29' -6"
4.A 4.B
LEVEL 02 -BEB
EQUIPMENT YARD
42' -9 1/2"
1
BT120-SGD111
TYP
HS
S
8
X
8
X
3
/
8
HS
S
8
X
8
X
3
/
8
LEVEL 01 -BEB
EQUIPMENT YARD
29' -6"
LEVEL 02 -BEB
EQUIPMENT YARD
42' -9 1/2"
1
BT120-SGD111
TYP
HSS6X6X3/8
GRID GRID
PE
R
M
F
-
1
PE
R
M
F
-
1
LEVEL 01 -BEB
EQUIPMENT YARD
29' -6"
LEVEL 02 -BEB
EQUIPMENT YARD
42' -9 1/2"
1
BT120-SGD111
TYP
HSS6X6X3/8
PE
R
M
F
-
1
PE
R
M
F
-
2
GENERAL NOTES:
1. SINGLE LINE DIAGRAMS INDICATE CENTROIDIAL AXIS OF THE
MEMBER UNLESS NOTED OTHERWISE. DIMENSIONS NOTED ARE
TO THE CENTERLINE OF ALL ELEMENTS SHOWN.
2. ALL WORK POINTS AND DIMENSIONS SHOWN ARE THEORETICAL
AND BASED ON THE ASSUMED FINAL AS-BUILT GEOMETRY. THE
CONTRACTOR SHALL VERIFY ALL GEOMETRY BASED ON
CONNECTIONS, FABRICATION/ERECTION TOLERANCES, AND
THEIR MEANS AND METHODS OF CONSTRUCTION.
3. SEE PLANS FOR BEAM ELEVATIONS UNLESS NOTED OTHERWISE.
4. INDICATES COLUMN BASE PER THE BRACED FRAME AND
MOMENT FRAME TYPICAL DETAILS.
5. ALL MEMBERS ON THIS SHEET ARE PART OF THE MAIN LATERAL
FORCE RESISTING SYSTEM.
6. SEE TYPICAL BRACED FRAME AND MOMENTS FRAME TYPICAL
DETAILS FOR ADDITIONAL NOTES AND CONNECTION
INFORMATION.
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
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R
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I
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T
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-
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2
0
-
S
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2
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t
6/
2
/
2
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2
5
1
1
:
2
8
:
2
2
A
M
BT120
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
M. BUNIYA
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGE141
12/10/2024R. PARGAS J. ALTCHECH
OBSOLETE
FRAMING ELEVATIONS
BEB EQUIPMENT YARDMKBDJPAE
MKB AJF AE
1/4" = 1'-0"
12/10/2024 372ISSUED FOR BID
SCALE: 1/4" = 1'-0"
MF-1 MOMENT FRAME ELEVATION A
BT120-SGP341 SCALE: 1/4" = 1'-0"
MF-2 MOMENT FRAME ELEVATION B
BT120-SGP341 SCALE: 1/4" = 1'-0"
MF-3 MOMENT FRAME ELEVATION C
BT120-SGP341
SCALE: 1/4" = 1'-0"
MF-4 MOMENT FRAME ELEVATION D
BT120-SGP341
DELETED
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
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P
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
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A
LEZ
22016264
2/June/2025
L
EV 01
-
B-VQU11
0
I
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P
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L00VUPV0
-Q I M 1N
U
STAT E O F WASHING
T
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CTURAL E N GINEER
P
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
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22016264
2/June/2025
SLAB REINF
VAPOR RETARDER
NOTE 8
GRANULAR FILL
6
"
SO
G
T
H
K
NO
T
E
1
NOTES:
1. SEE PLANS FOR SLAB ON GRADE THICKNESS. SLAB ON GRADE IS
6-INCH THICK UNLESS NOTED OTHERWISE.
2.REINFORCE UP TO 4-INCH THICK SLAB ON GRADE WITH #4 @ 18"
EACH WAY, UP TO 6-INCH THICK SLAB ON GRADE WITH #4 @ 16"
EACH WAY, UP TO 9-INCH THICK SLAB ON GRADE WITH #4 @ 16"
EACH WAY TOP AND BOTTOM.
3.LOCATE CONSTRUCTION JOINTS UNDER PARTITIONS OR ON
COLUMN LINES.
4.PROVIDE CONTROL JOINTS AT A MAXIMUM SPACING OF 20-FEET
EACH WAY IN BETWEEN. PROVIDE CONTROL JOINTS AT ALL RE-
ENTRANT CORNERS.
5.SUBMIT A JOINTING PLAN TO ARCHITECT FOR REVIEW.
6.AT STRUCTURAL SLAB, EXTEND ADDED BAR 24-INCHES INTO
SLAB. AT CONTRACTOR'S OPTION, FORMSAVER IS ACCEPTABLE.
7.OVEREXCAVATE TO A DEPTH OF 12 INCHES BELOW BOTTOM OF
FOUNDATION, MOISTURE-CONDITION, PROCESS, AND
RECOMPACT TO 90 PERCENT PER GEOTECHNICAL
RECOMMENDATIONS FOR SHALLOW FOUNDATIONS. THIS NOTE
APPLIES TO NON PILE SUPPORTED SLABS ON GRADE ONLY.
8.VAPOR RETARDER IS REQUIRED ONLY AT INTERIOR SLABS ON
GRADE.
CLEAR
1 1/2"
ISOLATION JOINT (IJ)AT COLUMN
TOOLED ISOLATION
JOINT
TERMINATE
REINF
AT JOINT
BOND BREAKER FILL IN W/
CONC AFTER
FORMS ARE
REMOVEDIJ2" TYP
CJ
CJ
CJIJIJIJCONSTRUCTION JOINT (CJ)
SAWCUT
QUARTER OF
SOG THK
TERMINATE
REINF AT
JOINT
3/4" Ø X 2'-0" SMOOTH DOWEL,
CENTER IN SLAB,
MATCH SOG REINF SPCG
SLAB ON GRADE JOINTS,
DISCONTINUOUS AT
INTERSECTION WITH
PERPENDICULAR JOINT (2) #4 X 4'-0"
AT MID-
DEPTH
SOG
RE-ENTRANT
CORNER
CJ
CJ
CJ
4"
2" CLR
(2) #4 X 4'-0" AT
MID-DEPTH
SOG
CONTROL JOINT (CJ)
SAWCUT
QUARTER
OF SOG THK
SOG
CJ INTERSECTION RE-ENTRANT CORNER AT PILASTER
FILL IN W/
CONC
AFTER
FORMS
ARE
REMOVED
CJIJIJSTRUC SLAB
STRUC WALL
2'-0"
SOG, REINF
NOT SHOWN
MATCH SIZE AND
SPCG OF SOG, SEE
NOTE 6
WATERSTOP
PER ARCH
3/4"x3
1/2"x0'-6"
KEYED
JT
SLAB/WALL INTERSECTION
4
"
C
L
R
,
T
Y
P
#4 X 2'-0"
WHERE NO
CJ OCCURS
#4 EDGE BAR, TYP
NOTES:
9" MAX.(2) #5 CONT,
LAP 2'-6"
#4 @ 12"
3/4" CHAMFER
CONC
SLAB,
SEE
NOTE 2
12" MAX.
#5 CONT,
LAP 2'-6"NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR CURB DIMENSIONS
AND LOCATIONS.
2.MINIMUM THICKNESS OF CONCRETE ELEMENT WHERE THIS
DETAIL APPLIES IS 4 INCHES.
3.FOR CURBS ON SLAB ON METAL DECK, PLACE HOOK AND
CONTINUOUS BOTTOM BAR AT BOTTOM OF FLUTE.
4.INFORM THE STRUCTURAL ENGINEER WHERE CURB IS
SHOWN THAT FALLS OUTSIDE OF THE LIMITS OF THIS DETAIL.
NOTES:
(2) #4 CONT,
LAP 2'-6",
HOOK AT ENDS
2'-6"
SOG
1' - 3"
1' - 0"
#4 @ 16"
1
1
L , SEE NOTE 2
S S
SOG EDGE
L S
MIN
1" 3"
2" 6"
4" 9"
6"18"
NOTES:
1. DO NOT MOVE OR CUT REINFORCING BARS.
2. REQUIRED SPACING BETWEEN PENETRATIONS SHALL BE CHOSEN
USING THE LARGER PENETRATION.
3. FOR LARGER SLAB ON GRADE PENETRATIONS OR FOR
PENETRATIONS SPACED TOO CLOSE TO EACH OTHER, REINFORCE
PER 'TYPICAL CONCRETE WALL OR SLAB OPENING DETAIL'.
NOTES:
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E N G E ER
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
11/14/2024 11:09:00 AM
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY401
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL FOUNDATION DETAILS 1LPDDJPAEISSUED FOR BID12/10/2024
SCALE: NTS
TYPICAL - SLAB ON GRADE DETAILS 1
-SCALE: NTS
TYPICAL CONCRETE CURB DETAILS 2
-
SCALE: NTS
TYPICAL SLAB ON GRADE EDGE 3
-SCALE: NTS
TYPICAL SLAB ON GRADE OPENING DETAIL 4
S
LAB RBE
IEANFRR
V
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B
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A
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ENVORT
F
D
8
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SOLIA T N JI
(
N
A
)
I
S
O
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B
S
EI
BDS FGA
A P
S
C
)
O C)I
15/Nov/2024
0373
RTA/CN 0205-24
CL
PILE CAP TERMINATOR, TYP
EXTEND PILE REINF
TO TOP OF PILE CAP
(6)#5 VERT
#3 SPIRAL W/ 3" PITCH,
TYP
(1) #10 VERT,
TYP
TOP OF PILE CAP EL.
18" DIA CIP
AUGER CAST PILE,
TYP
3"
TYP
2" CLR 4"
C
L
R
SE
E
S
C
H
E
D
TH
I
C
K
N
E
S
S
SEE SCHED
6"
TY
P
2"
C
L
R
66
'
-
0
"
3" CLR
TYPICAL PILE CAP SECTION
5
2
'
-
0
"
CL
PILE CAP
SEE SCHED
PILE CAP THK,
CLR
4"
PILE CAP, SEE PLANS
AND SCHED FOR DIMS,
SEE NOTE 4
SOG REINF
PILE,
REINF PER
TYP SECTION
#6 @ 12" EW
PC1 SECTION
NOTES:
1.REFER TO TYPICAL BASE PLATE RECESS AT
CORE FACILITY DETAIL.
2.REFER TO THE GEOTECHNICAL REPORT FOR
INFORMATION ON PILE INSTALLATION AND SOIL
PREPARATION. PROVIDE A TEMPORARY CASING
TO A DEPTH OF 10 FEET, REMOVE THE SOIL
INSIDE OF THE CASING, PROPERLY DISPOSE OF
IT, AND SEAL BOTTOM TWO FEET OF CASING
WITH BENTONITE GROUT PRIOR TO AUGERING
BELOW CASING. REMOVE TEMPORARY CASING
AFTER COMPLETION OF PILE GROUTING.
3.AT CONTRACTOR'S OPTION, SLOPE SUBGRADE
AT 1:1 IN LIEU OF STEPPED BOTTOM OF
FOUNDATION.
4.WHERE A COLUMN LANDS ON A PILE CAP AND
THE BASE PLATE EXTENDS BEYOND THE EDGE
OF THE PILE CAP, LOCALLY INCREASE
DIMENSION OF PILE CAP SUCH THAT IT ENDS 3-
INCHES BEYOND THE BASE PLATE EDGE.
NOTES:
PILE CAP SCHEDULE
MARK THICKNESS BOTTOM REINFORCING
PC2 24"(5) #7
LONG DIRECTION SHORT DIRECTION
TOP REINFORCING
LONG DIRECTION SHORT DIRECTION
(10) #7 (5) #7 (10) #7
PC2A 24"(5) #7 (11) #7 (5) #7 (11) #7
PC8 24"(12) #8 (22) #8 (12) #8 (22) #8
PC1 22"SEE PC1 SECTION SEE PC1 SECTION SEE SOG REINF SEE SOG REINF
SEE NOTE 3
PC2A PILE CAP PLAN
2' - 3"2' - 3"
2' - 3"
3' - 0"
3' - 0"
2' - 3"
2' - 3"2' - 3"2' - 3"2' - 3"
PC2 PILE CAP PLAN
2' - 3"2' - 3"
2' - 3"
2' - 3"
2' - 3"
2' - 3"
PC8 PILE CAP PLAN
2' - 3"
6' - 0"
3' - 0"
3' - 0"
6' - 0"
2' - 3"
LONG
DIRECTION
REINF, TYP
SHORT
DIRECTION
REINF, TYP
NOTES:
1. EXTEND REINFORCING INTO FOOTING 3'-0" OR PROVIDE Ldh AND HOOK.
SPLICE BARS AS REQUIRED.
2.TOP OF GRADE BEAM ELEVATION TO MATCH TOP OF FOOTINGS, UNLESS
NOTED OTHERWISE.
3.LOCATE CJ WITHIN MIDDLE THIRD OF SPAN. ONE CJ PER GRADE BEAM.
PROVIDE FULL WIDTH SHEAR KEY AT CJ.
4.WHERE LONGITUDINAL REINFORCING IS IN CONFLICT WITH FOOTING,
ACCEPTABLE TO LOCALLY BEND GRADE BEAM BARS.
GRADE BEAM SCHEDULE
MARK SIZE LONGITUDINAL REINF SHEAR REINF
GB12X12 12" 12" (4) #6 (4) #6 #3 12"
'W''D'TOP REINF BOT REINF SIZE SPACING
WIDTH 'W'
DEPTH 'D'
TOP REINF, SEE NOTE 1
TIES TO START 2" CLR
FROM FACE OF FOOTING
BOT REINF, SEE NOTE 1
NOTES:
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
6/2/2025 11:28:32 AM
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY402
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL FOUNDATION DETAILS 2LPDDJPAE
LPD AJF AE
12/10/2024 374ISSUED FOR BID
SCALE: NTS
TYPICAL CONCRETE PILE CAP PLANS AND SECTIONS 3
-
SCALE: NTS
TYPICAL GRADE BEAM DETAIL AND SCHEDULE 2
-
1
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
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P
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
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A
LEZ
22016264
2/June/2025
C
LPIE
I
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TAPRM
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ARN, Y
M
STAT E O F WASHING
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ALEJAND R O E SPARZA G
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22016264
2/June/2025
6' - 0"
2'
-
0
"
A
-
NOTES:
1. REFER TO ARCHITECTURAL DRAWINGS FOR PYLON LOCATIONS.
2. REFER TO SYSTEM AND ELECTRICAL DRAWINGS FOR CONDUIT INFORMATION.
NOTES:
5'
-
0
"
CL
CL
1' - 8 1/2"
TYP
3 1/4"
TYP
4 1/2"
1' - 6"
1' - 6"
(4) 3/4" DIA AR
W/ 1'-4" EMBED, TYP
CONDUIT WHERE
OCCURS
#5 @ 12" EW
1' - 0"
1' - 6"
#5 @ 12" T&B EW
HOOK INWARD
WHERE REQUIRED
SOG PLATFORM (3) #4 @ 3"
JOINT FILLER AT PRMT
4"
TYP
1' - 0"
B
-
NOTES:
1. REFER TO ARCHITECTURAL DRAWINGS FOR ELECTRICAL CABINET LOCATIONS.
2. REFER TO SYSTEM AND ELECTRICAL DRAWINGS FOR CONDUIT INFORMATION.
3. WHERE TWO CABINETS ARE WITHIN 1'-6" OF EACH OTHER, COMBINE THEIR
PERIMETER AND PLACE THEM ON THE SAME FOUNDATION.
NOTES:
CONDUIT WHERE
OCCURS
CABINET(S) PRMT,
SEE NOTE 3
4" TYP
#4 @ 12" EW
#4 @ 12" T&B EWHOOK INWARD
WHERE REQUIRED
SOG PLATFORM
6"
1' - 0"
JOINT FILLER
AT PRMT
CHAMFER PRMT
4" SPIRAL PITCH
PITCH
9" SPIRAL
MAX
3' - 0"
5'-0" FOR 25FT POLES
4' - 0" FOR 15FT POLES
2' - 0"
POLE NOTE 1
BASE PLATE
AND ANCHOR ROD
NOTE 1
SOG WHERE
OCCURS
ABOVE GRADE POLE FOUNDATION
NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR POLE INFORMATION. POLE AND BASE CONNECTION
PER POLE MANUFACTURER.
2. AT CONTRACTOR'S OPTION, SUBSTITUTE SPIRALS WITH TIES.
3. REFER TO GEOTECHNICAL REPORT FOR SOIL PREPARATION FOR LIGHT POLE FOUNDATIONS.
NOTES:
DRILLED PIER
18" DIA FOR
15FT POLES
24" DIA FOR
25FT POLES
JOINT FILLER
AT PRMT
(4) #7 @ 24" DIA,
(5) #5 @ 18" DIA
CHAMFER
AT PRMT
PITCH
9" SPIRAL
5'-0' FOR 25FT POLES
4'-0" FOR 15FT POLES
2' - 0"
POLE NOTE 1
SOG WHERE
OCCURS
TYPICAL AT GRADE POLE FOUNDATION
DRILLED PIER
18" DIA FOR
15FT POLES
24" DIA FOR
25FT POLES
JOINT FILLER
AT PRMT
#3 SPIRALS @ 18" DIA,
#4 SPIRALS @ 24" DIA
(4) #7 @ 24" DIA,
(5) #5 @ 18" DIA
PITCH
4" SPIRAL
BASE PLATE
AND ANCHOR ROD
NOTE 1
#3 SPIRALS @ 18" DIA,
#4 SPIRALS @ 24" DIA
FINISHED GRADE
FINISHED GRADE
NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR
POLE INFORMATION AND LOCATION.
2. POLE AND BASE CONNECTION PER POLE
MANUFACTURER.
3. CAST PIER DIRECTLY AGAINST
UNDISTURBED EARTH. PROVIDE
TEMPORARY CASING PER GEOTECHNICAL
REPORT WHERE REQUIRED.
4. TOP OF FOUNDATION SHALL BE LEVEL
WITH SLAB ON GRADE OR SOIL SURFACE.
NOTES:
18'-0" FOR POLE #3
15'-0" FOR POLE #1 & #2
POLE,
SEE NOTE 1
SOG WHERE OCCURS,
SEE NOTE 4
JOINT FILLER AT
PRMT AT SOG BASE PLATE
AND ANCHOR BOLTS,
SEE NOTES 1 & 2
1
2MAX
GRADE,
SEE NOTE 4
MAX
7
"
(8) #9
#5 HOOPS @ 12"
48" DIA DRILLED PIER
2 1/2" MAX GROUT PAD
W/ 3/8" DIA DRAIN HOLE
SOG
WHERE OCCURS
JOINT FILLER AT
PRMT AT SOG CES
4" DIA HOLE
THROUGH PILE
FOR CONDUIT
9" PITCH
4" PITCH
1' - 6"
SEE NOTE 1
3' - 0" MIN
#4 SPIRAL
(4) #7NOTES:
1. PER MANUFACTURER WHERE MANUFACTURER REQUIREMENTS
INDICATE A LARGER FOUNDATION.
2. CONNECTION OF CES TO FOUNDATION PER MANUFACTURER.
INSTALL PER MANUFACTURER'S INSTRUCTIONS.
NOTES:
SEE NOTE 1
24" DIA PILE MIN
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
11/14/2024 11:09:03 AM
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY403
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL FOUNDATION DETAILS 3LPDDJPAEISSUED FOR BID12/10/2024
SCALE: NTS
TYPICAL PYLON FOUNDATION PLAN 1
-
SCALE: NTS
TYPICAL PYLON FOUNDATION SECTION A
-
SCALE: NTS
TYPICAL CABINET FOUNDATION PLAN 2
-
SCALE: NTS
TYPICAL CABINET FOUNDATION SECTION B
-SCALE: NTS
TYPICAL LIGHT POLE FOUNDATION 5
-
SCALE: NTS
TYPICAL MAST ARM POLE FOUNDATION 3
-
SCALE: NTS
TYPICAL CES POLE FOUNDATION 4
-
6
' -0"
-
2
N2 OT""0
E
O
S
-
O
600 TS 0
2OE:"1
T
AAS HAHN.
R
"
-
6
2 N
-.6 TF
0 S
006
15/Nov/2024
0375
RTA/CN 0205-24
HORIZONTAL JOINT AT WALLS
VERTICAL JOINT VERTICAL JOINT AT
AT STRUCTURAL SLABS BEAMS OR WALLS
3/4"
NOTES:
1. CONSTRUCTION JOINTS ARE INTENDED TO BE MADE ROUGH EVEN THOUGH SHOWN SMOOTH IN ALL DETAILS
2. REINFORCING NOT SHOWN FOR CLARITY. HOWEVER CONTINUE ALL REINF THRU CONSTRUCTION JOINTS
EXCEPT AT SLABS ON GRADE.
3. CONSTRUCTION JOINTS IN SLABS ON GRADE ARE DETAILED ELSEWHERE.
.5W OR 6" MAX
INTERMITTANT KEYWAY
6" LONG, 12" OC
OR USE EXPANDED METAL
(SEE VERTICAL JOINT AT
BEAMS OR WALLS)
INTERMITTENT KEYWAY
6" LONG, 12" OC
W/ TAPERED SIDES
SEE WALL SECTIONS
AND DETAILS FOR OTHER
CONDITION, WHERE
INDICATED
BLOCKING, THICKNESS TO
SUIT COVER ON REINF.
REMOVE FOR SECOND POUR
EXPANDED METAL
LATH, POKE REINF.
THRU LATH.
FORMWORK
FIRST SECOND
CONTINUOUS KEYWAY
WITH TAPERED SIDES
ALL REINF TO RUN
THRU UNINTERRUPTED
#4 X 3'-4" @ 16" ADDL. DELETE IF
SLAB TOP BARS OCCUR CONT
THRU JOINT
VERTICAL JOINT
AT WALLSD
D/
3
D/
3
D/
3
POUR POUR
NOTES:
DOUBLE CURTAIN AT
CORNER
SINGLE CURTAIN AT INTERSECTIONSINGLE CURTAIN AT CORNER
TERMINATE AT 3"
CLR
SAME SIZE AND
SPACING AS
HORIZ BARS
1'-0" MIN
NOTE:
1.BAR INTERSECTIONS SHOWN APPLY TO ALL SINGLE AND DOUBLE CURTAIN INTERSECTIONS AND TO ALL
VARIATIONS OF VERTICAL AND HORIZONTAL REBAR POSITIONS
2.HORIZONTAL AND VERTICAL BARS PER SCHEDULE TYP.
SAME SIZE AND
SPACING AS
HORIZ BARS
1'-6"
MIN
SINGLE CURTAIN AT END / ALTERNATE AT END
STD 180
DEGREE
HOOK
2' - 0" MIN LAP
2' - 0" MIN LAP
2' - 0" MIN LAP
2' - 0" MIN LAP
(0
"
)
T
Y
P
2'
-
0
"
M
I
N
L
A
P
2'
-
0
"
M
I
N
.
L
A
P
2' - 0" MIN LAP
STD 90
DEGREE HOOK
DOUBLE CURTAIN AT
INTERSECTION
DOUBLE CURTAIN AT END
/ ALTERNATE AT END
NOTES:
OPEN
SEE NOTE 2
SEE NOTE 1
2-#4 x 4'-0" EACH CORNER
TOP AND BOTTOM IN SLAB
AND EACH FACE IN WALLS
NOTES :
1. HOOK ALL INTERRUPTED BARS AT FACE OF OPENING.
2. ADDITIONAL BARS EQUAL TO 1/2 REINF AREA INTERRUPTED BY OPENING SHALL
BE PROVIDED EACH SIDE OF OPENING, TOP AND BOTTOM OF SLABS, MINIMUM 2 -
#4 EACH FACE, OR TOP AND BOTTOM, EACH SIDE. SPACE BARS AT 3" OC.
3. FOR OPENINGS LESS THAN OR EQUAL TO 12" SQUARE IN SLABS LESS THAN 6"
THICK, OR 14" SQUARE IN SLABS AND WALLS 6" OR MORE IN THICKNESS, OFFSET
REINF TO CLEAR OPENING, NO ADDITIONAL REINFORCEMENT REQUIRED.
4. IF EDGE OF CONC OCCURS BEFORE INDICATED BAR EXTENSION PAST OPENING IS
OBTAINED, EXTEND BAR FULL AVAILABLE LENGTH AND HOOK.
5. INDICATES SCHEDULED BARS.
NOTES:
LAP SPLICE AND
EMBEDMENT LENGTHS
BAR
BARS
SPACED
GREATER
THAN 4"
BARS
SPACED
LESS THAN
OR EQUAL
TO 4"
#3 14"20"
#4 19"32"
#5 29"46"
#6 39"62"
#7 55"87"
#8 69"107"
#9 76"116"
#10 97"140"
#11 120"146"
NOTES:
1.PROVIDE MINIMUM LAP SPLICE
LENGTHS AND EMBEDMENTS PER
TABLE UNLESS NOTED
OTHERWISE. EMBEDMENT
LENGTH EQUALS THE LAP
SPLICE LENGTH UNLESS NOTED
OTHERWISE.
2.BAR SPACING AT LAP SPLICE IS
THE MINIMUM CLAEAR DISTANCE
BETWEEN LAPPED BARS PLUS
ONE BAR DIAMETER.
3.ALL SPLICES TO BE CONTACT
SPLICES AND WIRED TOGETHER
UNLESS OTHERWISE APPROVED
BY THE ENGINEER.
NOTES:
180 DEG STD HOOK90 DEG STD HOOK
CONCRETE JOINT
TL
3"
5"
4 1/2"
HW
4"
5"
3"
7"
8"
1'-1"
11 3/4"
8"
7"
1'-2 3/4"
1'-1 1/4" 11 1/2"
10 1/2"
6"6"
HL *
8"
6"
10"
Ldh
BAR SIZE
GRADE 60
#3
#5
#4 7"
9"
6"
1'-2"
1'-7"
1'-4"
1'-10"
2'-0"
#7
#9
#8
#10
#11
15"
17"
19"
14"
12"
#6 10"1'-0"
*
f'c = 4.5 KSID
2 1/4"
3 3/4"
3"
5 1/4"
6"
12"
10 3/4"
9 1/2"
4 1/2"
COMPLYING WITH MINIMUM COVER REQUIREMENTS OF
ACI 318, 12.5.3.2. OTHERWISE Ldh MUST BE RE-CALCULATED.
LE
N
G
T
H
Ld
h
DE
V
E
L
O
P
M
E
N
T
D T Y P
* MIN
COVER
HL=
HOOK LENGTH
MI
N
CO
V
E
R
HW=
HOOK LENGTH
TL
=
TA
I
L
L
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N
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T
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22016264U
C
A
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E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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FU
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
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0
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R
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I
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-
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4
A
M
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY404
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL CONCRETE DETAILS 1LPDDJPAEISSUED FOR BID12/10/2024
SCALE: NTS
TYPICAL CONSTRUCTION JOINTS 1
-
SCALE: NTS
TYP CONC REINFORCING AT WALL INTERSECTION/END
PLANS 3
-SCALE: NTS
TYPICAL CONCRETE WALL OR SLAB OPENING DETAIL 4
-SCALE: NTS
CONC REINFORCING LAP AND EMBED SCHEDULE 5
-
SCALE: NTS
REINFORCING HOOK SCHEDULE 2
-
NOTES:
1.UNLESS NOTED OTHERWISE, WALLS UP TO 10" THICK
SHALL BE REINFORCED WITH A SINGLE LAYER OF #5 @
12" EACH WAY AND WALLS UP TO 14" THICK SHALL BE
REINFORCED WITH TWO LAYERS OF #4 AT 12" EACH WAY.
2.WALL DETAILS APPLY TO FOUNDATIONS AND
MISCELLANIUOS CONCRETE WALLS.
3.LAP WALLS AS INDICATED IN THE SECTIONS AND DETAILS.
4.ALL VERTICAL REINFORCING IN WALLS SHALL BE
CONTINUOUS FROM STRUCTURAL FOOTING/FLOOR TO
STRUCTURAL FLOOR.
H
ORIZNI
T
ATRL NN
Z
J
L
W
I
L
R
HZZR WRZ
TLJSNV
33O:B3B/E
C
O
PENO
O
O
P
E
N
I
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T A
IEH
UR
Z R W Z ZH
E O
15/Nov/2024
0376
RTA/CN 0205-24
PE
R
A
R
C
H
PER ARCH
4" CONC
SLAB W/ #4
@ 12" EW
6" CONC
WALL, ALL
AROUND, W/
#4 @ 12" EW
POLYSTYRENE,
SEE NOTE 1
STRUC SLAB
NOTES:
1.RIGID CELLULAR POLYSTYRENE WITH MINIMUM COMPRESSIVE RESISTANCE OF 7.3 PSI AT 1%
DEFORMATION CONFORMING TO ASTM D6817 OR ASTM C578.
2.TYPICAL DETAIL APPLIES TO SLABS ON GRADE, TIMBER SLABS, AND SLABS ON METAL DECK.
3.PROVIDE 3/4" SAWCUT CONTROL JOINTS AT MAXIMUM SPACING OF 20 TIMES THE PAD HEIGHT EACH WAY.
4.COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR BUILT-UP SLAB DIMENSIONS AND
LOCATIONS. NOTIFY ENGINEER WHERE A BUILT-UP SLAB NOT INDICATED IN THE STRUCTURAL DRAWINGS
IS SHOWN ELSEWHERE.
NOTES:
6" MIN
SLAB
STRUCPAD HT
AR AS REQ'D PER EQUIPMENT SUPPLIER
#3 @ 12" EW FOR PAD HT UP TO 5",
#4 @ 12" EW FOR PAD HT UP TO 10"
NOTES:
1.TYPICAL DETAIL APPLIES TO SLABS ON GRADE, TIMBER SLABS, AND SLABS ON METAL DECK.
2.PROVIDE 3/4" SAWCUT CONTROL JOINTS AT MAXIMUM SPACING OF 20 TIMES THE PAD HEIGHT
EACH WAY.
3.COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR HOUSEKEEPING PAD
DIMENSIONS AND LOCATIONS. NOTIFY ENGINEER WHERE A PAD NOT INDICATED IN THE
STRUCTURAL DRAWINGS IS SHOWN ELSEWHERE.
NOTES:
"D ""D ""D "
'D '
"d" BAR DIAMETER
1 6
MAX
SLOPE
"D" = BAR BEND DIAMETER
6d FOR #3 THRU #8
8d FOR #9, #10, AND #11 NOTE:
CAP STIRRUPS MAY BE USED IN BEAMS UNO
135 DEG BEND
"d" BAR DIAMETER
ALTERNATE CAP DIRECTION IF SLAB OCCURS BOTH
SIDES OF BEAM OR LOCATE 90 DEG BEND TYP ON
SLAB SIDE WHERE SLAB OCCURS ONLY ONE SIDE.
IF NO SLAB OCCURS EITHER SIDE PROVIDE 135 DEG.
BEND ON EACH SIDE.
90 DEG BEND
135 DEG
BEND,
TYP
CAP STIRRUP
WIRE
REINFORCING
TOGETHER -TYP
SPLICE PER SCHEDULE
NOTE:
ALL HOOKS, BENDS, AND LAPS
SHALL BE AS INDICATED UNO
2 1/2" MIN
4d
6" MIN
12d 3" MIN
6d
.
R
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LANOISS
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
11/14/2024 11:09:05 AM
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY405
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL CONCRETE DETAILS 2LPDDJPAEISSUED FOR BID12/10/2024
SCALE: NTS
TYPICAL BUILT-UP SLAB ON POLYSTYRENE DETAIL 1
-
SCALE: NTS
TYPICAL HOUSEKEEPING PAD 3
-
SCALE: NTS
TYP CONC REINFORCING DETAILS 2
-
P
ER AC
H
4HR"OCC
A
N
"
S
"
R
PAAROSRA
H"N L CB
O
NN: GNGOW/
RPNTRE S A L OR
I
A
E
F
R
PN
C
P
H4
WP O#R
A R S
A AP
G
F
N GFR
15/Nov/2024
0377
RTA/CN 0205-24
PLAN ELEVATION
NOTES:
1.TIGHTEN ANCHOR RODS SNUG TIGHT AND SCORE ANCHOR ROD THREADS TO PREVENT LOOSENING.
2.CONTRACTOR SHALL HOLD BASE PLATE RIGIDLY IN PLACE WHILE GROUTING.
3.FINISH COLUMN END AND BASE PLATE PER AISC REQUIREMENTS.
1/4
10"
10
"
1" TYP
1"
T
Y
P
1/2" DIA ANCHOR
RODS W/ 4" EMBED
AND STD PL WASHERS
BASE PL 5/16
ASTM F1554 GR 36 ANCHOR
ROD W/ STD PL WASHER
AND NUTS BOTH ENDS
STL COL
GR
O
U
T
1
1
/
2
"
N
O
N
-
S
H
R
I
N
K
OVERSIZED HOLE IN
BASE PL, TYP
NOTES:
1 1/2" TYP
2" TYP
BM GAGE
WORKABLE
1/4
(4) 7/8" DIA BOLTS
HSS POST
SUPPORT BEAMSTIFF PL 3/8 ES
FIT TO BEAR 3/16
3/16 (3) SIDES,
TYP
PLAN
ELEVATION
NOTES:
1. REFER TO BASE PLATE DETAILS FOR MORE INFORMATION.
2. HOOK REINFORCING WHERE IT CANNOT CONTINUE DUE TO PILE CAP EDGE.
3. WHEN THE EDGE OF THE RECESS IS WITHIN 6 INCHES OR LESS TO THE PILE
CAP EDGE, ACCEPTABLE TO EXTEND RECESS TO PILE CAP EDGE.
NOTES:
COL
INFILL AFTER
COL ERECTION
WHERE TOP REINF IS
INTERRUPTED AT
RECESS, MATCH SIZE
AND QUANTITY OF
INTERRUPTED BARS
EACH WAY BELOW
RECESS, SEE NOTE 2
GROUT
ANCHOR
4"
BASE PL
1 1/2" TYP
GUSSET PL
AS OCCURS
SECTIONPLAN
#4 TYP
2'-0" MIN HOOK REINF WHERE
INTERRUPTED
PC1
AS OCCURS
1 2 " T Y P
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
11/14/2024 11:09:06 AM
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY406
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL STEEL COLUMN DETAILSLPDDJPAE ISSUED FOR BID12/10/2024
SCALE: NTS
TYPICAL GRAVITY BASE PLATE DETAIL 1
-SCALE: NTS
TYPICAL HSS POST ON WF BEAM DETAIL 2
-
SCALE: NTS
TYPICAL BASE PLATE RECESS AT CORE FACILITY 3
-
P
LANEVNT
ITAOSVV
E
:
O
C
N
O
A
PEEASCAE
TO:R VD
S
NN:G2N2O
B
V
N
P
T I
N P SUA
E A C
E EP
15/Nov/2024
0378
RTA/CN 0205-24
SEE SCHEDULE A FOR
QUANTITY, SIZE AND
TYPE OF BOLTS
SHEAR PLATE,
SEE SCHEDULE A FOR
PLATE THICKNESS
COLUMN FLANGE, NEAR
SIDE CUT AWAY FOR
CLARITY
A
A
SEE
SCHEDULE A
FOR PLATE
THICKNESS
AND WELD
SIZE
BEAM, SEE PLAN
1/2"
NOTES:
1. USE AISC STD HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE
(HARDENED WASHERS REQD WITH SLOTTED HOLES).
NOTE:PROVIDE 1/2" CAP
PLATE (NOT SHOWN) AT
TOP OF COLUMN
5/16
PL TO
COLUMN
FLANGE
PL 1/2", TYP (OMIT TOP
PLATE WHERE CAP
PLATE OCCURS AT ROOF
2"1 1/2"
1
1
/
2
"
N
@
3
"
1
1
/
2
"
NOTES:
BEAM, SEE PLAN
FITTED STIFFENER, SEE
BEAM CONNECTION SCHEDULE
1/2" COLUMN CAP
PLATE WITH
4-7/8" DIA. BOLTS
COLUMN
1/4
1/2" COLUMN CAP
PLATE WITH
4-7/8" DIA. BOLTS
BEAM, SEE PLAN
COLUMN
1/4
TRANSVERSE BEAM,
SEE NOTE 1 TRANSVERSE BEAM,
SEE NOTE 1
COLUMN ALIGNED WITH BEAM COLUMN TRANSVERSE WITH BEAM
1 1/2"
NOTES:
1.WHERE TRANSVERSE BEAM IS NOT
SHOWN ON PLAN, ADD A W12X35.
NOTES:SEE SCHEDULE A
FOR QUANTITY, SIZE
AND TYPE OF BOLTS
NOTES:
1. THIS DIMENSION SHALL BE FOR STD SIZED HOLES.
WHERE SHORT SLOTTED HOLES ARE USED,
INCREASE DIMENSION TO 1-3/4".
2. MINIMUM DISTANCE FROM TOP BOLT TO TOP OF
COPE SHALL BE 1-1/2".
3. USE AISC STD. HOLES OR SHORT HORIZ.
SLOTTED HOLES IN SHEAR PLATE (HARDENED
WASHERS REQD WITH SLOTTED HOLES).
4. PROVIDE FITTED SHEAR PLATE AS SHOWN AT ALL
ONE-SIDED CONNECTIONS, PERIMETER BEAMS
AND ALL CONNECTIONS WITH BEAMS AND
GIRDER OF SAME NOMINAL DEPTH.
5. AT PERIMETER SPANDREL BEAMS, PROVIDE
FITTED SHEAR PLATES ON BOTH SIDES OF
GIRDER. SHEAR PLATES SHALL EXTEND TO
GIRDER BOTTOM FLANGE AS SHOWN.
6. CONNECTION AT SKEWED BEAMS SIMILAR.
2"(NOTE 1)
1 1/2"
1/2"
FITTED SHEAR PLATE
(SEE NOTES 4 & 5)SHEAR PLATE,
SEE SCHEDULE A
FOR THICKNESS
A
A
SEE
SCHEDULE A
FOR PLATE
THICKNESS
AND WELD
SIZE
3/16" MAX.
G
A+G
WHERE G
EXCEEDS 3/16",
BEVEL PL END
PL THK
THK-1/8
A PJP
SKEWED BEAM CONNECTIONSLESS THAN 30°
30°-60°
BM, SEE PLAN
1 1/2"2"
BEAM
WEB
FOR ANY
SKEW ANGLE
BEAM
WEB BEAM
WEB
1 1/2"
N @ 3"
NOTE 2
1 1/2"
NOTES:
1/2"
A
A
SEE
SCHEDULE A
FOR PLATE
THICKNESS
AND WELD
SIZE
SEE SCHEDULE A
FOR QUANTITY, SIZE
AND TYPE OF BOLTS
NOTES:
1. USE AISC STD HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE
(HARDENED WASHERS REQD WITH SLOTTED HOLES).
2. DETAIL APPLIES TO HSS COLUMNS AS WELL.
1/4
1/2" CAP PLATE
AT TOP OF COLUMN
BEAM, SEE PLAN
COLUMN
SHEAR PLATE,
SEE SCHEDULE A
FOR THICKNESS
2"
1 1/2"
1 1/2"
N @ 3"
1 1/2"
NOTES:
SEE SCHEDULE A FOR
QUANTITY, SIZE AND
TYPE OF BOLTS
SHEAR PLATE,
SEE SCHEDULE A FOR
PLATE THICKNESS
COLUMN FLANGE, NEAR
SIDE CUT AWAY FOR
CLARITY
COPE BEAM FOR
CLEARANCE IF REQD
A
A
SEE
SCHEDULE A
FOR PLATE
THICKNESS
AND WELD
SIZE
COLUMN
BEAM, SEE PLAN
1/2"
NOTES:
1. USE AISC STD HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE
(HARDENED WASHERS REQD WITH SLOTTED HOLES).
2"1 1/2"
1 1/2"
N @ 3"
1 1/2"
NOTES:
CJP TOP &
BOT FLANGE,
TYP
SEE
SCHEDULE
C FOR
PLATE
THICKNESS
AND WELD
SIZE
BEAM, SEE PLAN
COLUMN
FITTED COLUMN STIFFENERS,
TOP & BOTTOM, ALIGN WITH
FLANGES OF BEAMS
SHEAR PL
TO TOP &
BOT PL, COL
WEB
SEE SCHEDULE C FOR
NUMBER, SIZE AND TYPE
OF BOLTS
SHEAR PLATE
SEE SCHEDULE C
3/4"1 1/2"
3"
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
11/14/2024 11:09:08 AM
NTS
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY407
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL STEEL BEAM DETAILS 1LPDDJPAEISSUED FOR BID12/10/2024
SCALE: NTS
BEAM TO COLUMN WEB CONNECTION (EXTENDED SHEAR
PLATE)1
-
SCALE: 1" = 1'-0"
BEAM OVER COLUMN CONNECTION 6
-SCALE: NTS
BEAM TO GIRDER CONNECTION 5
-
SCALE: NTS
BEAM TO COLUMN FLANGE CONNECTION (SHEAR PLATE)2
-SCALE: NTS
BEAM TO COLUMN WEB CONNECTION (SHEAR PLATE)3
-
SCALE: NTS
BEAM TO COLUMN WEB MOMENT CONNECTION 4
-
S
E CHDCU
LU AFDD
H
O
A
R
C
A
SHH FR H
UAOQDN
F
NNSMKNKOTI
1
/
2 "
"
1
/
D
C
S
UL
CTS FY
H R
H HS
/
15/Nov/2024
0379
RTA/CN 0205-24
GIRDER SIZE VARIES,
SEE PLAN
BEAM DEPTH LESS
THAN GIRDER DEPTH
BEAM DEPTH EQUALS
GIRDER DEPTH
TYP BM TO
GIRDER CONNECTION N:1
N:1 SEE WELD
NOTE 1
WELD NOTES:
1. WELD SIZE = 1/2 PLATE THICKNESS
(MIN 5/16" FOR GRADE 50 STEEL)
2. PLATE THICKNESS = BEAM FLANGE THICKNESS + 1/4"
PLATE WIDTH = BEAM FLANGE WIDTH -1"
GRADE SHALL MATCH BEAM
NOTE 1
WELD NOTE 2
1/4
2/3 BEAM DEPTH FOR
W18 AND LARGER.
BEAM DEPTH FOR
W16 AND SMALLER
(12" MINIMUM)
CJP
.
BM MAY SLOPE
PER PLAN
NOTES:
1.WHERE BEAM SLOPES, IN LIEU
OF PROVIDING TOP PLATE,
PROVIDE PLATES PER DETAIL
"AT SLOPING BEAM".
NOTES:
SEE WELD
NOTE 1
ADDL PLS TO MATCH BM FLG
WIDTH AND THK + 1/4"
CJP TYP
AT SLOPING BEAM
GIRDER
FITTED COLUMN STIFFENERS,
TOP & BOTTOM, ALIGN WITH
FLANGES OF BEAMS.
PLATE THICKNESS = BEAM FLANGE
PLUS 1/4", TYP
CJP TOP &
BOT FLANGE,
TYP
NOTE:
1.WHERE FRAMING MEMBERS
ARE DIFFERENT NOMINAL SIZES,
FITTED STIFFENER SHALL BE
SLOPED TO ALIGN WITH FLANGES.
SEE SCHEDULE C FOR
NUMBER, SIZE AND TYPE
OF BOLTS
C
C
SEE
SCHEDULE
C FOR
PLATE
THICKNESS
AND WELD
SIZE
BEAM, SEE PLAN
COLUMN
SHEAR PLATE
SEE SCHEDULE C
NOTE:
1. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH 7/8" DIAMETER BOLTS, UNO.
2. BOLT SIZE AND NUMBER SHALL BE TYPICAL FOR ALL CONDITIONS,
UNLESS DETAILED OTHERWISE. ALL BOLTS SHALL BE A325 BOLTS.
3. ALL BEAM TO COLUMN, CANTILEVER BEAM AND COLLECTOR BEAM CONNECTIONS
SHALL BE SLIP-CRITICAL (SC) BOLTS. SEE STRUCTURAL NOTES.
4. PLATES SHALL HAVE Fy = 50 KSI MINIMUM.
SCHEDULE A
BEAM SIZE PLATE THICKNESS WELD SIZE "A"NUMBER OF BOLTS
W8 5/16"1/4"2
W10 5/16"1/4"2
W12 3/8"5/16"3
W14
W16
W18
W21
W24
W27
W30
W33
W36
3/8"
3/8"
3/8"
3/8"
3/8"
3/8"
7/16"
7/16"
1/2"
5/16"
5/16"
5/16"
5/16"
5/16"
5/16"
3/8"
3/8"
7/16"
3
4
5
6
6
7
8
9
10
SCHEDULE C -SHEAR PLATES
AT MOMENT CONNECTIONS
BEAM SIZE PLATE THICKNESS WELD SIZE "C"NUMBER OF BOLTS
W12 3/8"5/16"3
W14
W16
W18
W21
W24
W27
W30
3/8"
3/8"
3/8"
3/8"
3/8"
1/2"
1/2"
5/16"
5/16"
5/16"
5/16"
5/16"
3/8"
3/8"
3
4
5
6
7
14 (2 VERT ROWS)
16 (2 VERT ROWS)
W10 5/16"3/16"2
BEAM,
SEE PLAN
BEAM,
SEE PLAN
BRACE, L3X3X1/4 TYP
(FOR LENGTHS GREATER
THAN 10' USE L4X4X1/4 UNO)
SEE PLAN FOR LOCATION
PL 3/8
LENGTH
3/16 TYP
INDICATES DIRECTION OF
BRACE CONNECTION TO
THE BOTTOM OF BEAM
BEAM, SEE PLAN
3/16
(3) SIDES
TYP EE
PL 3/8
PL DETAIL
NOTES:
1. PROVIDE A 3/16" CAP PLATE AT ALL
BEAMS UNLESS NOTED OTHERWISE.
NOTES:
1/
4
"
A
L
L
A
R
O
U
N
D
1
1
/
2
"
2"
1
1
/
2
"
1"1 1/2"
5"
2 1/2"(2) 5/8" DIA BOLT
3/16
3/16
3/16
BM
BM
BM END WHERE OCCURS
BM WHERE
OCCURS
(2) PL 1/4,
SEE DET'L
PL 1/4
NOTES:
1.FOR RECTANGULAR OPENINGS, THE RADIUS OF THE CORNER
SHALL BE THE LARGER OF AT LEAST TWICE THE WEB
THICKNESS OR 1/2-INCH.
2.FOR FIELD CUT PENETRATIONS REQUIRING REINFORCING,
INSTALL REINFORCING PLATES PRIOR TO CUTTING BEAM WEB
PENETRATION.
3.CONTRACTOR TO DETAIL CONDUIT IN CONJUNCTION WITH BEAM
WEB PENETRATIONS AND ARCHITECTURAL ITEMS.
L-A
CL PEN
CL
P
E
N
L-B
BM
D
E
P
T
H
PLAN
SEE
PL 'A', NS & FS
PL 'B'
WF OR HSS BM
D I A
OPNG BXH OR DIA,
SEE NOTE 1 TYP
BEAM WEB PENETRATION SCHEDULE
OPNG
PLATES 'A'PLATE 'B'
REMARKSTxBxL-A TxBxL-BWELD WELD
4.5" X 2"
NOTES:
H
B
MARK
A
3" X 2"B
BARE OPENING
BARE OPENING
R
PNTESTA
LANOISS
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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"
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A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
11/14/2024 11:09:10 AM
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY408
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL STEEL BEAM DETAILS 2LPDDJPAEISSUED FOR BID12/10/2024
SCALE: NTS
CANTILEVER BEAM MOMENT CONNECTION 1
-SCALE: NTS
BEAM TO COLUMN FLANGE MOMENT CONNECTION 2
-
SCALE: NTS
STANDARD BEAM CONNECTION SCHEDULES 4
-SCALE: NTS
STANDARD BEAM CONNECTION SCHEDULES 5
-SCALE: NTS
TYPICAL BOTTOM FLANGE BRACE CONNECTION 6
-
SCALE: NTS
TYPICAL HSS BEAM TO HSS BEAM SHEAR CONNECTION 3
-
SCALE: NTS
TYPICAL BEAM WEB PENETRATION 7
-
G
IRDE
DS
ZSRVA E
,
V
P
D
V
R
GEERAPRE
SV,L N
A
.. . B
M
NOTENS :
A LN
P
A
S
I
N
OT
D
G
SZ
DBG
ATR
E R P
E EG
G
I
T GIN
15/Nov/2024
0380
RTA/CN 0205-24
PL1/2
1/4
1/4
1
1
/
2
"
3"
3"
2"
MAX
6"
CONN PER TYP
DTS SEE TABLE A
PL3/4X4
CJP
1/4
1/4TYP
STIFF PL5/16 ES
1"
SHIM AS REQD
1/4
1/4
(3) SIDES TYP
MIN
1/4"
(4) 78" DIA A325 BOLTS
@ BM GAGE
PL3/8 ES
SLOPING BM
GIRDER
PL3/8 ES
NOTE 1
1/4
1/4 (3) SIDES TYP
1/4
CAP PL1
NOTE 2
HSS COL
MIN
2"TYP
2"
NOTES:
1.WHERE BEAM FRAMES INTO PLATE, PROVIDE A FULL HEIGHT PLATE.
2.CAP PLATE WIDTH TO EXTEND HALF AN INCH EITHER SIDE OF
COLUMN OR BEAM FLANGE. WHICHEVER IS GREATER.
NOTES:
PL3/8 ES
NOTE 1
1/4
1/4 (3) SIDES TYP
1/4
CAP PL1
NOTE 2
HSS COL
AT TAPERED BEAM
TYP
1"
5/16 NS,FS
1/4
1/4
3" TYP 1/2" TYP
ROOF DECK
SUPT BM,
WHERE OCCURS
BM,
WHERE
OCCURS
6" @ W18 OR LARGER
4" @ W16 OR SMALLER
MATCH WEB THK
TO LOWERED BM
STIFF PL1/4 ES
@ 3'-0"
LOWERED BM
CL WT & WFWT,
TRIM TO FIT
(3) SIDES
TYP
NOTES:
1. DECK MAY SPAN EITHER DIRECTION.
2. DO NOT CONNECT WT TO ANYTHING OTHER THAN LOWERED BEAM AND ROOF DECK.
NOTES:
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
11/14/2024 11:09:11 AM
1" = 1'-0"
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY409
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL STEEL BEAM DETAILS 3LPDDJPAE ISSUED FOR BID12/10/2024
SCALE: 1" = 1'-0"
TYPICAL CONNECTION DETAIL AT LOWERED BEAM 3
-SCALE: 1" = 1'-0"
TYPICAL BEAM OVER BELOW GIRDER 2
-SCALE: 1" = 1'-0"
WIDE FLANGE OVER HSS COLUMN DETAIL 1
-
SCALE: 1" = 1'-0"
TYPICAL DECK SUPPORT AT LOWERED BEAM 4
-
(4) 7/8" DIA
A325 BOLTS
@ BM GAGE
P
L1/24/
" 13M442
A
3
X
/
3
1
P221MX12
3 A 6 4C
M
O
N
NOTENS :
A PN
R
A
S
D
N
OT
4
/
P
"
/OP ME1
2 1 X
22P
B
D
T BDN
15/Nov/2024
0381
RTA/CN 0205-24
36/7 ATTACH WITH 5/8" DIA PUDDLE
WELDS AT 8" OC MIN ALONG
PERIMETER STEEL SUPPORTS
PARALLEL TO DECK SPAN
DECK LEN G TH -3 SPA NS MIN
ATTACH WITH 5/8" DIA PUDDLE WELDS
AT 8" OC TO PERIMETER STEEL
SUPPORT PERPENDICULAR TO DECK SPAN
SIDE LAP CONNECTIONS
EQUALLY SPACED, SEE PLAN
FOR CONNECTION PATTERN
36/4 ATTACH TO INTERMEDIATE
SUPPORTS
NOTES:
1. PROVIDE WELDS AT DECK END LAPS THAT
SUFFICIENTLY PENETRATE BOTH LAYERS OF DECK.
2. DECK FASTENING REQUIREMENTS SHALL NOT BE
LESS THAN AS SHOWN ON PLANS AND DETAILS OR
PER MANUFACTURER'S RECOMMENDATIONS
END LAP PER
MANUFACTURER'S
REQUIREMENTS BUT
NOT LESS THAN 2"
DECK WHERE
OCCURS AT
INTERIOR
INTERIOR OR
PERIMETER BEAM
CONNECTION PARALLEL TO FLUTES CONNECTION PERPENDICULAR TO FLUTES
INTERIOR OR
PERIMETER BEAM
2" MIN LAP
DECK WHERE
OCCURS AT
INTERIOR
TOP SEAM WELD (TSW) DETAIL
1 1/2" LONG TSW
SHALL ENGAGE
TOP OF INNER LEG
@ 8" OC
CRIMP LEGS
TOGETHER
PRIOR TO
WELDING
ALTERNATE SEAM CONN DETAIL
DELTA GRIP (ESR-1414)
DELTA GRIP
@ 18" OC
DECK
THK
MIN
OFFSET
≤ 20 GA 0.19"
>20 GA 0.16"
PER SCHED
MIN OFFSET
NOTES:NOTES:
BEAM
STEEL ROOF DECK
SEE PLAN FOR
ORIENTATIONMIN
2"
CONT BENT PL 1/4,
SEE NOTE 1CLADDING
WHERE OCCURS
SEE ARCH
EXTERIOR WALL
CONNECTION
DESIGNED, PROVIDED
AND INSTALLED BY
EXTERIOR WALL
SUPPLIER
NOTES:
1.WHERE EXTERIOR WALL CONNECTION DOES NOT EXIST,
ACCEPTABLE TO REDUCE BENT PLATE TO 3/16"
3/16 3-12
3/16 3-12
CL BM
AS
R
E
Q
D
4"
MA
X
MAX
18"
NOTES:
COVERED BY FLAT SHEET
(2) MIN UNINTERRUPTED RIBS TO BE
MI
N
1'
-
0
"
MA
X
1'
-
0
"
MI
N
1'
-
0
"
DE
C
K
S
P
A
N
MAX
12"
1/8 1
1/8 1-8
ONE PIECE 16 GAGE FLAT METAL
REINF AROUND OPENING PLACED
ON BOT OF DECK THEN WELDED
TO BOTH INTERRUPTED AND
UNINTERRUPTED RIBS.
DECK
AT EA RIB
NS & FS
(3) WELDS MIN
NS & FS
NOTES:
1.DETAIL DOES NOT APPLY WHEN SUPPORT BEAM IS ANY
OTHER PROFILE THAN HSS.
2. LOAD MAY OCCUR IN ANY DIRECTION. CONNECTION HAS
BEEN DESIGNED FOR AN ALLOWABLE 3,000 POUND LOAD.
NOTES:
CL BM
2'
-
0
"
M
A
X
PE
R
A
R
C
H
PL1/2 X 4 W/ 2" DIA HOLE
CENTERED ON PL AND
PERP TO DIRECTION OF
FALL ARREST CABLE
ROOF DECK
CAP PL3/4X4X4
HSS3X3X3/8
1/4T&B
HSS SUPPORT BM
1/4
1/4
LOAD NOTE 2
NOTES:
1.METAL DECK WELDING PER STANDARD DETAILS.
NOTES:
CL BM
3/16 4-12
3/16 4-12
METAL ROOF DECK
BENT PL 1/4" CONT
2"
M
A
X
TOS
ELEV
1" TYP
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SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
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3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
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P
I
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T
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A
N
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I
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1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
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11
/
1
4
/
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2
4
1
1
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1
2
A
M
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY410
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL ROOF DECK DETAILS 1LPDDJPAEISSUED FOR BID12/10/2024
SCALE: NTS
ROOF DECK CONNECTION DETAIL 1
-SCALE: NTS
EXTERIOR SLAB EDGE DETAIL AT ROOF DECK 2
-
SCALE: NTS
ROOF DECK OPENING DETAIL 3
-SCALE: NTS
TYPICAL FALL ARREST POST 4
-SCALE: NTS
TYPICAL METAL DECK CONNECTION DETAIL 5
-
3
6/7 A7T
CT/HWAA
I
H
5
7
H
/
3 /W5/
THI8A"
W
CCIR-C-OD
P
A
7
3
T C
7D3 WU/
/5
3
15/Nov/2024
0382
RTA/CN 0205-24
WP
CL COL
CL
BM
STL BM PER ELEV,
BM TO COL CONNECTION
PER STD DETAILS
STL COL
PER ELEV
PL 1/4 CAP
SEAL WELD ALL AROUND
1 " T Y P1
1
/
2
"
3"
1
1
/
2
"
2"1 1/2"
1" MIN
1/4
1/4GUSSET PL
THK PER SCHED
PL 3/8 W/ (2) 7/8" DIA BOLTS
CAP PL 5/8
1/4
1/4
1/4
PL 5/16 W/ (2)
7/8" DIA BOLTS
STL BRACE PER ELEV
FULL
DEPTH
PJP, T&B
1
"
1 1/2"
4"
1 1/2"
1"
M
I
N
1/2"
PER SCHED
LA
PER SCHED
LB
CL COLCL HSSWP
STL COL
PER ELEV
1/4
1/4
GUSSET PL
THK PER SCHED
PL 3/8 W/ (2)
7/8" DIA BOLTS
PL 5/8
1/4
1/4
1/4 PL 5/16 W/ (2)
7/8" DIA BOLTS
STL BRACE
PER ELEV
PER SCHED
LB
1"
1 1/2"
3"
1 1/2"
1"
T
Y
P
1 1/2"
3"
1 1/2"
1 1/2"
BASE PL 3/4 X 13
W/ (6) 3/4" DIA ANCHORS @ 9 1/2"
W/ 9" EMBED
1/2
"
T
YP
PER SCHED
LA 1/2"
(2) EQ SPCS
1 3/4" TYP
MATCH WASHER
SIZE, TYP
3/16
TYP @
WASHER
6 1/2"
1" MIN
1/4
WP
MIDSPAN OF BM
CL
BM
1" M
I
N
1"
T
Y
P
PER SCHED
LB
PER SCHED
LA
1 1/2"
4 "
1 1/2 "1"
1 1/2"
3"
1 1/2"
CL SYM STL BM PER ELEV
STL BRACE PER ELEV
1/4
CAP PL 1
PL 5/8 W/ (4)
1" DIA BOLTS
PL 1/2 STIFF, NS & FS
1/4
1/4 NS,FS
1/2" TYP
CL COLCL HSSWP
STL COL
PER ELEV
1/4
1/4
GUSSET PL
THK PER SCHED
PL 7/8 W/ (4)
7/8" DIA BOLTS
PL 7/8
1/4
1/4
1/4
PL 7/8 W/ (3)
7/8" DIA BOLTS
STL BRACE
PER ELEV
PER SCHED
LA 1/2"
1"
1 1/2"
3"
1 1/2"
1 1/2"3"
3"
1 1/2"
1 1/2" 1 1/2 "
3 "
1 1/2 "
PER SCHED
LB
BASE PL 3/4 X 13
W/ (10) 7/8" DIA ANCHORS @ 9 1/2"
W/ 9" EMBED
(4) #4 x
(4) #4 x
T Y P1/2 "
3'-0"
3'-0"
2'-6"2'-6"
MATCH WASHER
SIZE, TYP
3/16
TYP @
WASHER
(4) EQ SPCS
1 3/4" TYP
6 1/2"
1" MIN
1/2
1" T Y P
CONNECTION SCHEDULE
CONNECTION
TC1
LA (IN)LB (IN)GUSSET PLATE
THICKNESS (IN)
APPLICABLE
DETAIL
14.5 9.5 1/2 1/BT120-SGY411
BC2 12 14.5 1/2 4/BT120-SGY411
TC3 12.5 10.5 1/2 1/BT120-SGY411
TC5 17 10 1/2 1/BT120-SGY411
BC6 12 13.5 1/2 4/BT120-SGY411
TC7 16 11 1 2/BT120-SGY411
BC8 13 14.5 1 5/BT120-SGY411
TC9 14 12 1 2/BT120-SGY411
BC10 13 17 1 5/BT120-SGY411
TC11 21 11 1 3/BT120-SGY411
BC12 13 17 1 5/BT120-SGY411
BC13 12 16.5 1/2 4/BT120-SGY412
BC14 13 17 1 5/BT120-SGY412
1/4
1/4
1/2"
PER SCHED
LA
PER SCHED
LB
1 1/2"
3"
3"
1 1/2"
1"
2"
1 1/2"
MIN
1"
1"
1 1/2"
4"
1 1/2"
PL 5/16 W/ (3)
7/8" DIA BOLTS
STL COL
STL BM
SLOPE PER PLAN
STL BRACE
PL 7/8 W/ (4)
7/8" DIA BOLTS
PL 3/4
CAP PL1/2
GUSSET PL
PER SCHED
1/4
1/4
1/4
1/4
1/4
1/4
TAPER WHERE
OCCURS
T Y P1 1/2"
3"
WP
1/2"
MIN1"
1" T Y P
CL
BM
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DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
11/14/2024 11:09:15 AM
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY411
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL BRACED AND MOMENT FRAME DETAILS 1LPDDJPAEISSUED FOR BID12/10/2024
SCALE: NTS
BRACE FRAME TOP DETAIL 1
-
SCALE: NTS
BRACE FRAME BOTTOM DETAIL 4
-
SCALE: NTS
BRACE FRAME CENTRAL DETAIL 3
-
SCALE: NTS
BRACE FRAME BOTTOM DETAIL 5
-SCALE: NTS
STEEL BRACE FRAME CONNECTION SCHEDULE 6
-
SCALE: NTS
BRACE FRAME DETAIL 2
-
W
PCL OLB
MBCSTOO
E
S
R
L
S
C
W CTRC
BSEVO,
T
NI
WP
W
W
W
P
O
L
W
BM
LNW
TDC
C R
W
W
15/Nov/2024
0383
RTA/CN 0205-24
1/4
1/4 TYP
HSS MF
COL
ELEVATION
PLAN
1/4
(3) SIDES,
TYP
WT8X50X0'-4 1/2"
2"
1/4
1/2" TYP
STL MF BM
PL 7/8
7"
T
Y
P
4" TYP
(2) BOLT CONN
PER TYP DTS
NOTES:
1. WHERE BEAM SLOPES,
SLOPE TOP CONNECTION
PLATE TO MATCH AND
SUBSTITUTE WT WITH
TWO PLATES THAT MATCH
THICKNESS AND WIDTHS
OF FLANGE AND WEB.
WELD WEB PLATE TO
FLANGE PLATE WITH A
DOUBLE SIDED 5/16-INCH
FILLET WELD.
NOTES:
BF BM
ADDITIONAL BOLTS TO
MATCH TABLE A FOR BF BM
BF COL
FULL HT CONN PER TYP DTS,
NUMBER OF BOLTS PER
TABLE A FOR CORNER BM
STIFF PL PER TYP DTS
INCOMING BM NOT
SHOWN FOR CLARITY
CORNER BM
FULL DEPTH
PJP, T&B
CL COLCL HSSWP
STL COL
PER ELEV
1/4
1/4
GUSSET PL
THK PER SCHED
PL 3/8 W/ (2)
7/8" DIA BOLTS
CAP PL 5/8
1/4
1/4
1/4
PL 5/16 W/ (2)
7/8" DIA BOLTS
STL BRACE
PER ELEV
PER SCHED
LA 1/2"
1"
1 1/2"
3"
1 1/2"
1
1
/
2
"
3"
1
1
/
2
"
MIN
1"
1 1/2"
BASE PL 3/4 W/ (8) 3/4"
DIA ANCHORS W/ 9" EMBED
1/2"
TY
P
6 1/2"
1' - 1"
CL COL
6
1
/
2
"
1'
-
1
"
CL
C
O
L
1 3/4" TYP
1
3
/
4
"
T
Y
P
MATCH WASHER
SIZE, TYP
3/16
TYP @
WASHER
1" TYP
PER SCHED
LB 1/4
CL COLCL HSSWP
STL COL
PER ELEV
1/4
1/4
GUSSET PL
THK PER SCHED
PL 7/8 W/ (4)
7/8" DIA BOLTS
CAP PL 5/8
1/4
1/4
1/4 PL 7/8 W/ (3)
7/8" DIA BOLTS
STL BRACE
PER ELEV
PER SCHED
LA 1/2"
1"
1 1/2"
3"
1 1/2"
1 1/2"
3"
3"
MIN
1"
1 1/2"
BASE PL 3/4 W/ (14) 7/8"
DIA ANCHORS W/ 9" EMBED
6 1/2"
1' - 1"
CL COL
6 1/2"1' - 1"
CL
C
O
L
1 3/4" TYP 1 3/4" TYP
(2) EQ SPACES
(2) EQ SPACES
(4) #4
3'-0"
3'-0"
(4) #4 2'-6" 2'-6"
MATCH WASHER
SIZE, TYP
3/16
TYP @
WASHER
1 1/2 "
3 "
1 1/2"T Y P1/2"
PER SCHED
LB
1 1/2"3/8
EA GUSSET
EA GUSSET
1" T Y P
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
6/2/2025 11:28:44 AM
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGY412
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
TYPICAL BRACED AND MOMENT FRAME DETAILS 2LPDDJPAE
LPD AJF AE
12/10/2024 384ISSUED FOR BID
SCALE: NTS
MOMENT FRAME DETAIL 1
-SCALE: 1" = 1'-0"
BRACED FRAME BEAM CONNECTION 3
-
SCALE: NTS
BRACE FRAME BOTTOM DETAIL 4
-SCALE: NTS
BRACE FRAME BOTTOM DETAIL 5
-
1
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1
/4TYPTH
SH4 MPP
Y
F
C
T
4
1YY4MC4Y
H F O PL
M
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1' - 8"
1'
-
8
"
COL
BASE PL 1 1/2
(t-1/8)PJP
COL
1
1
/
2
"
N
O
N
-
S
H
R
I
N
K
G
R
O
U
T
ELEVATION
PLAN
2 1/2"5"5"5"2 1/2"
2
1
/
2
"
5"
5"
5"
2
1
/
2
"
(12) 1 1/4" DIA AR @ CANOPY
W/ 12" EMBED
t
MATCH WASHER
SIZE, TYP
3/16
TYP AT
WASHER
NOTES:
1.TOP AND BOTTOM PLATES AND THEIR WELDS FOR MOMENT
CONNECTION ARE TO BE INSTALLED AT CANTILEVER CONDITION ONLY.
2.METAL DECK AND CHANNEL NOT SHOWN FOR CLARITY. SEE
DETAIL 4/ BT120 SGD112 FOR METAL DECK AND CHANNEL AT BOTTOM
INTERIOR BEAM.
8
"
1
1
/
2
"
3"
1
1
/
2
"
1/4" GAP
1 1/2"
1
1
/
2
"
4"
3
1
/
2
"
1/2" GAP
1 1/2"
1 1/2"
CL SYM, UNO
PL3/8X4X0'-6" T&B
SEE NOTE 1
PL1/2X9X1'-5"
W/ (4) 5/8" DIA BOLTS
L3X3X1/4
ES OF COL
L3X3X1/4
W/ (2) 5/8" DIA BOLTS
1/4
1/4
TYP
1/4
(3) SIDES,
TYP
1/4
(3) SIDES,
TYP
1/4
(3) SIDES,
TYP
WP
CO
L
BM
BM
CL BM
CL BM
SEE NOTE 1
CO
L
NOTES:5/16
5/16COL T PL
CL SYM, UNO
CL BM
1 1/2"3 1/2"1 1/2"
1
1
/
2
"
4"
1
1
/
2
"
9 1/4"
1/2" GAP
CL GAP & PL
PL1/4 ES
(4) 5/8" DIA BOLTS
PL1/4X7X1'-0"
1/4 (3) SIDES
1/4
1/4
1"
1
1
/
2
"
PL1/2 W/ HOLE FOR
1 1/2" DIA CLEVIS PIN
9"
2 3/4"
PL5/16X4X0'-10" T&B ES,
SEE NOTE 1
NOTES:
1.TOP AND BOTTOM PLATES AND THEIR WELDS FOR MOMENT CONNECTION
ARE TO BE INSTALLED AT CANTILEVER CONDITION ONLY.
2.METAL DECK NOT SHOWN FOR CLARITY. SEE DETAIL 4/ BT120-SGD112
FOR METAL DECK AT EDGE BEAM.
1/4
1/4 (3) SIDES,
TYP
1/4
1/4
NS & FS
BM
BM
(1/4)
SEE NOTE 1
NOTES:
SEE NOTE 1
#5 CLEVIS PIN
HSS12X6X1/4
GRID
NOTES:
1.TOP AND BOTTOM PLATES AND THEIR WELDS FOR MOMENT
CONNECTION ARE TO BE INSTALLED AT CANTILEVER CONDITION ONLY.
PL3/8X4X0'-6" T&B
SEE NOTE 1
1/4
1/4
TYP
1/4
(3) SIDES,
TYP
CL SYM, UNO
CL BM
WP
3
1
/
2
"
1
1
/
2
"
3"
1
1
/
2
"
1/4" GAP
1 1/2"
SEE NOTE 1
L2 1/2X2 1/2X1/4
ES OF COL
1/4
(3) SIDES,
TYP
CL BM
BM
1 1/2"
1 1/2"
1/2" GAP
1
1
/
2
"
4"
3
1
/
2
"
PL1/2X9X1'-5"
W/ (4) 5/8" DIA BOLTS
L3X3X1/4
W/ (2) 5/8" DIA BOLTS
1/4(3) SIDES
CO
L
BM
CO
L
NOTES:
5/16
5/16
COL TO PL
2'
-
4
1
/
2
"
3
1
/
2
"
3" TYP
T Y P2 1/2"
PL 1/2 W/ HOLE
FOR 1 1/2" DIA
CLEVIS PIN, TYP
1"
T
Y
P
CL COL CL COL
PL1/2X 6 1/2X 0'-11",
TYP
1/4TYP
1/4
1/4
TYP
WP
PL3/8 CAP,
SEAL WELD ALL AROUND
CO
L
CO
L
#5 CLEVIS,
TYP
4
5
°
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
2
:
4
4
:
3
3
P
M
1 1/2" = 1'-0"
BT120
1
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD111
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
SECTIONS AND DETAILS
CANOPYLPDDJPAE
LPD AJF AE
12/10/2024 385ISSUED FOR BID
SCALE: 1 1/2" = 1'-0"BT120-SGE111
CANOPY BASE PLATE DETAIL 1 SCALE: 1 1/2" = 1'-0"BT120-SGE111
BOTTOM BEAM TO COLUMN CONNECTION DETAIL 2
SCALE: 1 1/2" = 1'-0"BT120-SGE111
BEAM TO EDGE CONNECTION AND SPLICE DETAIL 3
SCALE: 1 1/2" = 1'-0"BT120-SGE111
TOP BEAM TO COLUMN CONNECTION DETAIL 4
SCALE: 1 1/2" = 1'-0"BT120-SGE111
TOP OF COLUMN DETAIL 5
1
1
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1
' -8"
-
C
OC LB""
8
A
L
S
-
L
188 BS 8
CLAE"P
B
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
WP
8"
1
1
/
2
"
3"
1
1
/
2
"
1 1/2"
CL BM
CL BM
BM
CL SYM, UNO
BM
L3X3X1/4
W/ (2) 5/8" DIA BOLTS
1/4 (3) SIDES
1/4" GAP
SEE NOTE 1
NOTES:
1.FOR INTERIOR BEAM AT CANOPY END CONNECTION, SEE DETAIL 3/ THIS SHEET.
2.METAL DECK AND CHANNEL NOT SHOWN FOR CLARITY. SEE DETAIL 4/ THIS SHEET
FOR METAL DECK AND CHANNEL AT BOTTOM INTERIOR BEAM.
NOTES:
REVERSE POSITION OF
ANGLE AS SHOWN
NOTES:
1.FOR INFORMATION NOT SHOWN, SEE DETAIL 1&4/ THIS SHEET.
1/4
(3) SIDES,
TYP
NOTES:
DECK
WP
3
1
/
2
"
1
1
/
2
"
3"
1
1
/
2
"
1 1/2"
1/4" GAP
CL BM
BM
CL BM
BM
CL SYM, UNOL3X3X1/4
W/ (2) 5/8" DIA BOLTS
1/4(3) SIDES
NOTES:
1. METAL DECK NOT SHOWN FOR CLARITY.
NOTES:
WP
CL BM
7
3
/
4
"
1
1
/
2
"
3"
1
1
/
2
"
1 1/2"
1/4" GAP
BM
CL BM
BM
CL SYM, UNOL3X3X1/4
W/ (2) 5/8" DIA BOLTS
1/4(3) SIDES
SEE NOTE 1
NOTES:
1.FOR EDGE BEAM AT CANOPY END CONNECTION, SEE DETAIL 3/ THIS SHEET.
2.METAL DECK NOT SHOWN FOR CLARITY. SEE DETAIL 4/ THIS SHEET FOR
METAL DECK AT EDGE BEAM.
3.SUPPORT BEAM MATCHES SIZE OF FRAMING BEAM AT SIMILAR.
NOTES:
NOTES:
1.ANGLE SHALL START AND STOP A MAXIMUM OF 1-INCH FROM
THE PERPENDICULAR FRAMING OR CONNECTION PLATES.
NOTES:
1.ANGLE AND CHANNEL SHALL BEAR A MINIMUM
OF 1 1/2-INCH AT ENDS OVER SUPPORTING
ELEMENT. AT CONTRACTOR'S OPTION, PLATE
AND CHANNEL TO BE CONTINUOUS OVER
MORE THAN ONE SUPPORTING ELEMENT.
WELD CHANNEL TO SUPPORTING ELEMENT
WITH A FLARE BEVEL WELD AT EACH SIDE.
C10 PER PLAN
L3X2X3/16 LLH
BENT PL3/16 X 2 X 3 LLV,
SEE NOTE 1
METAL DECK AND CHANNEL AT INTERIOR BEAM METAL DECK AT EXTERIOR BEAM
NOTES:
NOTES:
DECK
HSS COL
HSS BM
3/16
1" RETURN,
SEE NOTE 1
3-12
3/16 3-12
HSS BM
R
PNTESTA
LANOISS
E
F
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REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
G
O
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A
L
E
S
T
R
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TUR I N
E N G E ER
R
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E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
11
/
1
4
/
2
0
2
4
1
1
:
0
8
:
2
4
A
M
1 1/2" = 1'-0"
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD112
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
SECTIONS AND DETAILS
CANOPYLPDDJPAEISSUED FOR BID12/10/2024
SCALE: 1 1/2" = 1'-0"BT120-SGE111
BOTTOM INTERIOR BEAM CONNECTION DETAIL 1
SCALE: 1 1/2" = 1'-0"
EDGE OR INTERIOR BEAM AT CANOPY END CONNECTION
DETAIL 3
-SCALE: 1 1/2" = 1'-0"BT120-SGE111
TOP INTERIOR BEAM CONNECTION DETAIL 2
SCALE: 1 1/2" = 1'-0"BT120-SGE111
EDGE BEAM CONNECTION DETAIL A
SCALE: 1 1/2" = 1'-0"
METAL DECK CONNECTION DETAILS 4
BT120-SGD111
W
P8"1
"
/
2/83C 1
L
3
B
"
3
8
W118CB81
/3 L M S
C
NN: 1N1OY,
"
W
/2
"YW
CU8
1 8 B
11W
15/Nov/2024
0386
RTA/CN 0205-24
CONC CURB
PER CIVIL
2' - 0"1' - 0"
3"
NOTES:
1.REFER TO ARCHITECTURAL DRAWINGS FOR
ADDITIONAL INFORMATION ON THE TACTILE STRIP.
NOTES:
PAVEMENT
PER CIVIL
SOG
TACTILE STRIP
PER ARCH
2' - 0" 6'-0"
4"
1' - 0"1' - 0"
1"
NOTES:
1.REFER TO ARCHITECTURAL DRAWINGS FOR
ADDITIONAL INFORMATION ON THE TACTILE STRIP.
NOTES:
CONC CURB
PER CIVIL
PAVEMENT
PER CIVIL
SOG
TACTILE STRIP
PER ARCH
ADA TACTILE
STRIP PER ARCH
HSS BM
HSS3 1/2X1/4 HANGER
3'
-
0
"
M
A
X
2"
M
I
N
SLEEVE AND BM
BY OTHERS
BOLT BY OTHERS,
SEE NOTE 1
3/16
NOTES:
1.CONTRACTOR TO COORDINATE HANGER'S BOLT
HOLE LOCATION AND DIMENSIONS.
2.CONTRACTOR TO COORDINATE PLATE'S BOLT
HOLE DIMENSIONS.
NOTES:
KCM RTIS
3/16
3/16
TYP
1/2"
(2) PL1/4X2 @ 4"
MAX
4"
(3/16)NS,FS
PL3/8X5x0'-9" W/ 2" DIA
HOLE ON HANGER CTR
HSS BM
HSS2 1/2X1/4 HANGER
3'
-
0
"
M
A
X
3/16
SOUNDTRANSIT VMS
3/16
3/16
TYP
1/2"
(2) PL1/4X2 @ 4"
MAX
4"
(3/16)NS,FS
PL3/8X5x0'-9" W/ 2" DIA
HOLE ON HANGER CTR
2 3/4"
PL3/8X4X0'-7 1/2" W/
1 3/4" DIA HOLE CTR
ON HSS W/ (4) 5/16" DIA
BOLTS @ 6 1/4"
NOTE 2BM BY OTHERS
NOTES:
1.SIGNAGE LOCATION PER ARCHITECT. CONTRACTOR
TO COORDINATE.
2.PROVIDE INSULATION BETWEEN CARBON STEEL AND
STAINLESS STEEL TO AVOID GALVANIC CORROSION.
NOTES:
HSS BM
SIGNAGE
3/16T&B
3/16
3/16
PL1/4 CTR
ON BENT PL
7"
SIGNAGE SUPPORT
NOTE 2BENT
PL1/4X6"
SECTION
NOTES:
1.SIGNAGE LOCATION PER ARCHITECT. CONTRACTOR
TO COORDINATE.
2.PROVIDE INSULATION BETWEEN CARBON STEEL AND
STAINLESS STEEL TO AVOID GALVANIC CORROSION.
NOTES:
HSS GIRDER
HSS6X2X3/16X0'-7",
TYP
SECTION
NS & FS
SIGNAGE SUPPORT
NOTE 2
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
G
O
N
Z
A
L
E
S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
11
/
1
4
/
2
0
2
4
1
1
:
0
8
:
2
5
A
M
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD113
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
SECTIONS AND DETAILS
CANOPYLPDDJPAE ISSUED FOR BID12/10/2024
SCALE: NTS BT120-SFP212
SLAB ON GRADE AT TACTILE STRIP D
SCALE: NTS BT120-SFP212
SLAB ON GRADE AT ADA TACTILE STRIP E
SCALE: NTS BT120-SGE111
SCREEN MOUNT DETAIL A
SCALE: NTS BT120-SGP312
SIGNAGE AT BEAM DETAIL B
SCALE: NTS BT120-SGP312
SIGNAGE AT GIRDER DETAIL C
C
ON UR
B
PBNEIRR
U
V
E
L
E
N
CUUNILNU
BEV2R'I
NN: 2N2O-
0
R
C
BP
-C
I"N
U N L
U UC
15/Nov/2024
0387
RTA/CN 0205-24
1/4
1/4
HSS MF
COL
ELEVATION
WT8X50X0'-4 1/2"
STL BM
2"
10"
5/16
5/16
CAP PL 5/8
PL 1/2 W/(2)
7/8" DIA BOLTSPL5/8 X 4 1/2
1 1 /2 "3 "
1 1 /2 "
1 "
1
"
T
Y
P
1"
WP
WP
PL 1/2
1/4
5/16
5/16 5/16 (3) SIDES
(2) BOLT CONN
PER TYP DTS
1/4 (3) SIDES
1. WHERE BEAM SLOPES,
SLOPE TOP CONNECTION
PLATE TO MATCH AND
SUBSTITUTE WT WITH
TWO PLATES THAT MATCH
THICKNESS AND WIDTHS
OF FLANGE AND WEB.
WELD WEB PLATE TO
FLANGE PLATE WITH A
DOUBLE SIDED 5/16-INCH
FILLET WELD.
NOTES:
ELEVATION
STL BM MAY EXTEND
BEYOND HSS COL
PER PLAN
PL 1/2
CAP PL 5/8
PL 3/8 W/(2) HOLES
FOR 7/8" DIA BOLTS
5/16
5/16
1
"
T
Y
P
WP
1"
1/4
CONN PER TYP DTS
HSS COL
1/4
NOTES:
1.PROVIDE AN ALL AROUND 1/4 INCH FILLET
WELD FROM HSS TO BOTTOM FLANGE.
NOTES:
1 1 /2 "4 "
1 1 /2 "
1 "
ELEVATION
STL BM TYP
1/4
1/4
PL 1/2
3"
1/4
1/4
WF TO PL
1/4
1/4
PL 1/4X7X7
1/2"
1 1/2"
1 1/2"
HSS6X6X1/4
1
1
/
2
"
3"
3"
1
1
/
2
"
ROOF DECK
ROOF
DECK
1/4T&B
CAP PL 1/4
PL 1/4 X VARIES
L3X3X31/4
3/16 2-8
PL TO WF
FLG & L TO
PL
3/16 2/8
1/2"
TYP
1"
SECTION
HSS BM,
NOTE 1 STL PL
1/4
1/4
1/4 3-12
1/4 4-12
1/4 4-12
4'-0" MAX
PER ARCH
1' - 0"
1/4 3-12 STL PL TO HSS SLOPE
PER ARCH
NOTES:
1.HSS BEAM MAY BE AN HSS COLUMN, SEE PLAN.
NOTES:
3/4"
1/4
(3) SIDES,
TYP
CAP PL
HSS BM, TYP
1/
2
"
1"
PL3/8x2 1/2x0'-9" T&B
PL3/8X4 1/2X0'-6" ES1/4
1/4TYP
HSS BM
1/4
HSS COL
PLS AT SIM,
SEE NOTE 1
NOTES:
1.REFER TO "CORE FACILITY CANOPY SECTION" FOR
INFORMATION NOT SHOWN.
NOTES:
HSS BM
MITER CJP
1/4 (3) SIDES
1/4
(3) SIDES,
TYP1"
PL 5/16 X 2 X 0'-8"
INCOMING BEAM
AS OCCURS
HSS BM
1/4
1/4 (3) SIDES,
TYPSTIFF PL3/8 ES
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
G
O
N
Z
A
L
E
S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
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_
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A
P
I
D
_
T
R
A
N
S
I
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_
G
E
C
/
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1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
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r
v
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11
/
1
4
/
2
0
2
4
1
1
:
0
8
:
2
7
A
M
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD121
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
SECTIONS AND DETAILS
CORE FACILITYLPDDJPAEISSUED FOR BID12/10/2024
SCALE: 1 1/2" = 1'-0"BT120-SGE121
BRACE FRAME ABOVE BEAM 1
SCALE: 1" = 1'-0"BT120-SGE121
BRACE FRAME BELOW BEAM 2
SCALE: 1" = 1'-0"BT120-SGE122
FRAMING CONNECTION E
SCALE: 1 1/2" = 1'-0"BT120-SGP321
CORE FACILITY CANOPY SECTION B
SCALE: 1 1/2" = 1'-0"BT120-SGP321
HSS BEAM TO HSS BEAM A
SCALE: 1 1/2" = 1'-0"BT120-SGP321
HSS BEAM TO HSS COLUMN C
SCALE: 1 1/2" = 1'-0"BT120-SGP521
HSS CORNER DETAIL 3
SCALE: 1 1/2" = 1'-0"BT120-SGP521
CANTILEVER HSS DETAIL D
1
/4HS
HM
FM4CO S
L
C
W
H
C
4
1SS4OW4S
MCLT 8
O
EEI:0E0LX
5
RPNTRE S A L OR
I
A
E
F
R
PN
H
1
MF
HX1 O04
S 4 W S S1
G
F
N GFR
15/Nov/2024
0388
RTA/CN 0205-24
HSS2X2X1/4
WP
WP
WP
WP
1/4
1/4TYP
1/4 TYP
1/4NS&FS, TYP
NS&FS, TYP
HSS BM
1/4
1/4 TYP
HSS HANGER,
TYP
GUSSET PL3/8,
TYP
TAPERED BM
1/4
PL1/2X5-3/4X0'-9"
W/ (4) 1/2" DIA BOLTS
@ BM GAGE
1"
3"
1/
2
"
1"2"1"
TYP
1"
1/4
1/4
CAP PL3/8,
TYP
STEM PL3/8, TYP
(2) 1/2" DIA BOLTS, TYP
1/4
1/4 TYP
1/4 TYP
GUSSET PL1/4
CJP
(2) 1/2" DIA BOLTS
KNIFE PL1/4
1/2" TYP
TYP
1"
1"
1"
HSS PRMT BM
1/2"
1"
1 1/2"
1"
TYP
1/2"
1"
1 1/2"
1"
1/2"
6"
1/2" TYP
TOS EL 36'-6"
TOS EL 40'-2"
WP
WP
WP
WP
1/4NS&FS, TYP
NS&FS, TYP
HSS BM
HSS HANGER,
TYP
TAPERED BM
1/4
PL1/2X5-3/4X0'-9"
W/ (4) 1/2" DIA BOLTS
@ BM GAGE
3"
1/
2
"
1"2"1"
1/4
1/4
TYP
1/4 TYP
GUSSET PL1/4
CJP
(2) 1/2" DIA BOLTS
KNIFE PL1/4
1/2" TYP
1"
1"
HSS PRMT BM
6"
TOS EL 36'-6"
TOS EL 40'-2"
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
G
O
N
Z
A
L
E
S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
11
/
1
4
/
2
0
2
4
1
1
:
0
8
:
2
9
A
M
3" = 1'-0"
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD122
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
SECTIONS AND DETAILS
CORE FACILITYLPDDJPAE ISSUED FOR BID12/10/2024
SCALE: 3" = 1'-0"BT120-SGE124
MEP CAGE SECTION AT BRACE A
SCALE: 3" = 1'-0"BT120-SGE124
MEP CAGE SECTION B
H
S2X1/
X4
W42PT//1
Y
P
N
X
P
2
H112TN21
4PY&/F
T
,
RPNTRE S A L OR
I
A
E
F
R
PN
/
X
H
4 W
X,H
TB2
1 2 N
11H
G
F
N GFR
15/Nov/2024
0389
RTA/CN 0205-24
HSS BEAM,
TYP
HSS POST
1/4 TYP
WP
HSS HANGER
HSS BEAM
WP
1/4NS & FS
NS & FS
HSS HANGER
HSS BEAM,
TYP NOTE 1
WP
1/4NS & FS, TYP
NS & FS, TYP
NOTES:
1.ONLY ONE BEAM FRAMING INTO
HANGER AT SIMILAR.
HSS HANGER
WP
STEM PL3/8
(2) 1/2" DIA BOLTS
CAP PL3/8
1/4
1/4
1/4
GUSSET PL3/8
HSS BRACE
HSS BM
1
"
T
Y
P
1 "1 1 /2 "
1 "
1/4
1/4
1 /2 "
1
/
2
"
T
Y
P
NOTES:
1.REFER TO "MEP CAGE BOTTOM DETAIL B" FOR
INFORMATION NOT SHOWN.
NOTES:
WP
1/4
1/4
TYP
STEM PL3/8, TYP (2) 1/2" DIA BOLTS,
TYP
T
Y
P
1
"
1/
2
"
1 "T Y P1 1 /2 "1 "
1 /2 "
CAP PL3/8,
TYP
HSS BRACE,
TYP
1/4
1/4
TYP
1/4 TYP
TAPERED BM
GUSSET PL3/8, TYP
HSS
HANGER
1
/
2
"
T
Y
P
NOTES:
1.REFER TO "MEP CAGE SECTION AT BRACE" FOR
INFORMATION NOT SHOWN.
NOTES:
HSS BM
HSS COL
1/4
(3) SIDES,
TYP
1"2"1"
(2) 1/2" DIA
THRU BOLTS
L3X3X5/16,
TYP
1/4"
TYP
1 1/2"
HSS COL
1/4 NS,FS
HSS BM, TYP
HSS BM
NOTE 1
HSS COL
1"2"1"
(2) 1/2" DIA
THRU BOLTS
L3X3X5/16,
TYP
1/4
(3) SIDES,
TYP
1/2"
NOTES:
1.COPE SIDE OF HSS BEAM TO ALLOW CONNECTION
INTO HSS COLUMN. MAXIMUM COPE OF 3/4 INCHES.
EXTEND STIFFENER PLATE 1-INCH BEFORE COPE.
NOTES:
1/4"
3/16 TYP
STIFF PL1/4
1' - 4"
1'
-
4
"
COL
BASE PL 1 1/2
(t-1/8)PJP
COL
1
1
/
2
"
N
O
N
-
S
H
R
I
N
K
G
R
O
U
T
ELEVATION
PLAN
1 3/4"6 1/4"6 1/4"
1
3
/
4
"
6
1
/
4
"
6
1
/
4
"
(8) 7/8" DIA AR
W/ 12" EMBED
1 3/4"
1
3
/
4
"
t
MATCH WASHER
SIZE, TYP
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
G
O
N
Z
A
L
E
S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
11
/
1
4
/
2
0
2
4
1
1
:
0
8
:
3
0
A
M
1 1/2" = 1'-0"
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD123
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
SECTIONS AND DETAILS
CORE FACILITYLPDDJPAEISSUED FOR BID12/10/2024
SCALE: 1 1/2" = 1'-0"BT120-SGE124
MEP CAGE CORNER DETAIL 1
SCALE: 1 1/2" = 1'-0"BT120-SGE124
MEP CAGE BOTTOM DETAIL B 3
SCALE: 1 1/2" = 1'-0"BT120-SGE124
MEP CAGE BOTTOM DETAIL A 4
SCALE: 1 1/2" = 1'-0"BT120-SGE124
MEP CAGE BRACE BOTTOM DETAIL 5
SCALE: 1 1/2" = 1'-0"BT120-SGE124
MEP CAGE BRACE TOP DETAIL 6
SCALE: 1 1/2" = 1'-0"BT120-SGP321
SLOTTED WALL AT COLUMN DETAIL A
SCALE: 1 1/2" = 1'-0"BT120-SGP321
SLOTTED WALL AT BEAM DETAIL B
SCALE: 1 1/2" = 1'-0"BT120-SGE124
MEP CAGE COLUMN DETAIL 2
SCALE: 1 1/2" = 1'-0"BT120-SGE121
CORE FACILITY BASE PLATE DETAIL 7
H
S BEABM
,M TYAA
E
P
T
O
B
T
HEE YO E
MTP1A/
Y
4
W
NOTENS :
L VAN
I
L
S
P
N
OT
A
B
H
M,
B4H
YN
E O
E EH
R
P
T RPN
15/Nov/2024
0390
RTA/CN 0205-24
1' - 8"
1 1/2"
2 1/2"
2 1/2"2"
1/2"
2 1/4"
2 1/2"
2 1/4"
DIAG BRACE
CAP PL 5/8
STEM PL 1 1/4 W/ HOLES
FOR (6) 7/8" DIA BOLTS
GUSSET PL 1
WP
3/8
3/8
3/8
COL
GUSSET
PL AT SIM
3/8
3/8
BASE PL 1 1/2
1 1/2 NON-SHRINK
GROUT
1 1/2" TY
P
ELEVATION
2"4"4"4"2"
1' - 4"
2"
4"
4"
4"
2"
1'
-
4
"
(12) 1 1/4" DIA CAST
IN PLACE ANCHORS
W/ 18" EMBED
PLAN
HSS TO BASE PL,
FULL DEPTH PJP
PILASTER,
SEE ELEV
(6
)
S
T
I
R
R
U
P
S
@
3
"
(12) #8 VERT
PILE CAP
REINF NOT SHOWN
3"
3"
#5 STIRRUPS @ 6",
UNO
MATCH WASHER SIZE
3/16
TYP AT
WASHER
1 1/2"
2"
2"
2"SYMCL1 1/2 "
2"1 1/2 "
9 1/2"
1/
2"
G
AP
1/2 " T Y P
1/4
1/4
1/4 TYP
1/4
STEM PL
TO CAP PL,
TYP
DIAG BRACE, TYP
GUSSET PL 1/2 THRU
9/16" SLOTTED HOLES
IN HSS AS SHOWN
STEM PL 7/8, TYP
(6) 5/8" DIA BOLTS, TYP
CAP PL 3/8, TYP
WP
1 1/2"
2"2"2"
1 1/2"
2"
1 1/2"
1/2" T
Y
P
1/2 "
SYMLC
1/2" T
Y
P
1/4
1/4
1/4
1/4
1/4
DIAG BRACE
CAP PL 3/8
STEM PL 7/8
GUSSET PL 1/2
(6) 5/8" DIA BOLTS
COL
1/2"
GUSSET PL
AT SIM
5/16
WP
DIAG BRACE
GUSSET PL
CHORD
4'-6" MAX
3'-6" MIN
1"
2"
4"
2"
1"
1"8"1"
10"
10
"
(2) SPLICE PL 1/2 W/
(8) 5/8" DIA BOLTS
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
8
:
0
6
A
M
1 1/2" = 1'-0"
BT120
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD131
12/10/2024R. PARGAS J. ALTCHECH
OBSOLETE
SECTIONS AND DETAILS
CHARGING GANTRYLPDDJPAE
LPD AJF AE
12/10/2024 391ISSUED FOR BID
SCALE: 1 1/2" = 1'-0"BT120-SGE131
GANTRY FRAMING CONNECTION AT BASEPLATE DETAIL 4
SCALE: 1 1/2" = 1'-0"BT120-SGE131
GANTRY CROSS BRACE DETAIL 1
SCALE: 1 1/2" = 1'-0"BT120-SGE131
GANTRY LOWER TOWER K-BRACE DETAIL 2
SCALE: 1 1/2" = 1'-0"BT120-SGE131
GANTRY CHORD SPLICE DETAIL 3
DELETED
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
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P
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
1
' -8"
-
/
2/ 4D""
8
I
4
A
-
4
188 DA 8
/4 I G "B
D
STAT E O F WASHING
T
O
N
S
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U
CTURAL E N GINEER
P
R
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
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A
LEZ
22016264
2/June/2025
WP
1/4 TYP
1/4
1/4
TYP
1/4
1/4
COL
1/2" TYP
STEM PL 'a'
STEM PL 'a'
STEM PL 'a'
1 1/2"2"2"2"
1
1
/
2
"
2"
1
1
/
2
"
PL 7/8 W/ (6)
5/8" DIA BOLTS
1 1/2"2"2"2"
2
1
/
2
"
2"
2
1
/
2
"
STEM PL 'b'
PL 7/8 W/ (6)
5/8" DIA BOLTS
STEM PL 'b'
STEM PL 'c'
STEM PL 'b'
STEM PL 'c'
PL 5/8 W/ (4)
5/8" DIA BOLTS
1 1/2"2"2"
1
1
/
2
"
2"
1
1
/
2
"
GUSSET PL 1/2 X 9 X 2'-8"
GUSSET PL 1/2 X 8 1/2
4
1
/
2
"
CHORD, TYP
1/2" TYP
DIAG BRACE, TYP
WP
1/4 TYP
1/4
1/4
TYP
1/4
1/4
COL
1/2" TYP
STEM PL 'a'
STEM PL 'a'
STEM PL 'a'
GUSSET PL 1/2 X 9 X 2'-8"
HORIZ
1/2" T Y P
CAP PL 3/8, TYP CAP PL 3/8, TYP
SIDE PL 1/2 X 4 X 1'-4"
1/4
SIDE PL @ FS
STEM PL 'd'
1/
2
"
T
Y
P
1/
2
"
T
Y
P
1 1/2"
1/2" GAP
6 1/2"
CAP PL 3/8
1/4
GUSSET PL 5/8
1/4
1/4
(1/2)
COL
STEM PL 'd'
PL 5/8 W/ (4)
7/8" DIA BOLTS
1 1/2"2"2"
1
1
/
2
"
2"
1
1
/
2
"
(2) STEM PL 'e'
1/
2
"
T
Y
P
1/
2
"
T
Y
P
1 1/2"
1/2"
6 1/2"
CAP PL 3/8
1/4
GUSSET PL 5/8
1/4
1/4
(1/2)
COL
STEM PL 'e'
PL 3/8 W/ (4)
7/8" DIA BOLTS
1 1/2"2"2"
1
1
/
2
"
2"
1
1
/
2
"
SIDE PLWP
COLSIDE PL
CHORD, TYP
DIAG BRACE, TYP
GUSSET PL, TYP
CAP PL, TYP
STEM PL, TYP
A
A
SECTION A
BB
SECTION B
C
C
SECTION C
D
D
SECTION D
5/16 AT HSS
W/ WALL THK
OF 5/16"
TY
P
1/2"
1/
2
"
STOP GUSSET AT SIM
WHERE APPLICABLE
1 /2 " T Y P
WP
1 1/2"
2 "
1 1/2"
1/2"
SYMLC
1/2 " T Y P1/4
1/4
1/4
DIAG BRACE
CAP PL 3/8
STEM PL 5/8
GUSSET PL 1/2
(4) 5/8" DIA BOLTS
CHORD
1
/
2
"
1/2 " T Y P
1 1/2"
2"
2"
WP
1 1/2"
2"
1 1/2"
1/2"
SYMLC
1/2" TYP
1/4TYP
1/4
1/4TYP
CAP PL 3/8
STEM PL 5/8
GUSSET PL 1/2
(4) 5/8" DIA BOLTS
CHORD
1/2" TYP
1 1/2"
2"2"1/
2
"
2"
2"
1
1
/
2
"
STEM PL 5/8 W/
(2) 5/8" DIA BOLTS
WP
1 1/2"
2"
1 1/2"
1/2"
SYMLC
1/2" TYP
1/4TYP
1/4
1/4TYP, NOTE 1
CAP PL 3/8
STEM PL 5/8,
EACH SIDE OF GUSSET
GUSSET PL 1/2
(4) 5/8" DIA BOLTS
CHORD
1/2" TYP
1 1/2"
2"2"1/
2
"
2"
2"
1
1
/
2
"
STEM PL 5/8 W/
(2) 5/8" DIA BOLTS
NOTES:
1.OMIT ONE INTERNAL FILLET WELD WHERE THERE
ARE (2) STEM PLATES.
NOTES:
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
8
:
0
8
A
M
1 1/2" = 1'-0"
BT120
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD132
12/10/2024R. PARGAS J. ALTCHECH
OBSOLETE
SECTIONS AND DETAILS
CHARGING GANTRYLPD DJP AE
LPD AJF AE
12/10/2024 392ISSUED FOR BID
SCALE: 1 1/2" = 1'-0"BT120-SGE131
GANTRY UPPER TOWER K-BRACE DETAIL 1
SCALE: 1 1/2" = 1'-0"BT120-SGE131
GANTRY VERTICAL BRACING DETAIL 2
SCALE: 1 1/2" = 1'-0"BT120-SGP331
GANTRY HORIZONTAL BRACING DETAIL 3
SCALE: 1 1/2" = 1'-0"BT120-SGP331
GANTRY HORIZONTAL BRACING DETAIL 4
DELETED
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
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N
S
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U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
W
P1/4T/
Y
CY1OLTT
4
2
O
"
/
O
1
W441L"14
YO2 TS
L
STAT E O F WASHING
T
O
N
S
T
R
U
CTURAL E N GINEER
P
R
O
FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
WP
LC
1/4
1/4
1/4
CAP PL 3/8
GUSSET PL 1/2 X 8" X 8"
CHORD
1/
2
"
2"
2"
1
1
/
2
"
STEM PL 5/8 W/
(2) 5/8" DIA BOLTS
1/2" TYP BRACE
HSS BM
4"
CHORD
3/16NS,FS
3/16
(4) FLAT
SIDES
HSS BM
ELEVATION
HSS POST
3/16
(3) SIDES,
TYP
PL1/4X3 ES
HSS BM
HSS POST
SECTION
1/2" DIA
THRU BOLT1
1
/
2
"
3"
2
1
/
2
"
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
1
1
:
2
8
:
0
9
A
M
1 1/2" = 1'-0"
BT120
S1-BT120-S-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
A. FORTNER
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD133
12/10/2024R. PARGAS J. ALTCHECH
OBSOLETE
SECTIONS AND DETAILS
CHARGING GANTRYLPDDJPAE
LPD AJF AE
12/10/2024 393ISSUED FOR BID
SCALE: 1 1/2" = 1'-0"BT120-SGP331
GANTRY HORIZONTAL SINGLE BRACE DETAIL 1
SCALE: 1 1/2" = 1'-0"BT120-SGE131
ACM SUPPORT BOTTOM CONNECTION DETAIL A
SCALE: 1 1/2" = 1'-0"BT120-SGE131
ACM SUPPORT MID CONNECTION DETAIL 2
SCALE: 1 1/2" = 1'-0"BT120-SGE131
ACM SUPPORT POST CONNECTION DETAIL 3
DELETED
1 06/13/2025 ADDENDUM #1
1
STAT E O F WASHING
T
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P
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
Z
A
LEZ
22016264
2/June/2025
W
PLC1/
C4
A4L 3//
1
8
G
C
L
W11L3GL1
4 8 U /S
3
STAT E O F WASHING
T
O
N
S
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U
CTURAL E N GINEER
P
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FESSIONAL E N G INEER
ALEJAND R O E SPARZA G
O
N
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A
LEZ
22016264
2/June/2025
A
-
NOTES:
1.REFER TO CIVIL DRAWINGS FOR LOCATION OF RETAINING WALL, DIMENSIONS
NOT SHOWN IN THIS SET, AND WALL PROFILE.
2.RETAINING WALL SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL IN
ACCORDANCE WITH THE GEOTECHNICAL REPORT. BACKFILL OF RETAINING WALL
SHALL ALSO BE PER THE GEOTECHNICAL REPORT. REFER TO GEOTECHNICAL
REPORT FOR ADDITIONAL REQUIREMENTS.
3.COMPACTION WITHIN 3'-0" HORIZONTALLY TO THE RETAINING WALL SHALL BE
PERFORMED WITH LIGHTWEIGHT, HAND-OPERATED EQUIPMENT.
4.ADEQUATE DRAINAGE BEHIND RETAINING WALL SHALL BE PROVIDED. REFER TO
CIVIL DRAWINGS FOR MORE INFORMATION.
5.NOTIFY THE STRUCTURAL ENGINEER WHERE LIMITATIONS NOTED IN THE
STRUCTURAL DRAWINGS CANNOT BE MET.
RETAINING
WALL
NOTES:
B
-
STEP LOCATIONS
AND DIMENSIONS
PER CIVIL
ST
BT
BW
12" MAX
4" MIN
12" MAX
6" MIN
TRANSIT CENTER
FINISH GRADE EL
PER CIVIL
SLR
#5@12"
BLR#4@12" T&B
#4@16"
EMBED PL1/2 X12
W/ (4) 1/2" DIA STUDS @ 9",
6" MIN EMBED
NOTE 3, 4
WH
4'
-0"
M
A
X
ADDL (1) #4 CONT
AT HOOK
4"
(2) ADDL #5 CONT
BARS AT STUD EDGES
FENCE PER CIVIL
SEE NOTE 4CONDUIT,
1 1/2" OD MAX
1 3/4" MAX HOLE
TOF
TOW
CL WALL STRC
ALIGNMENT
RETAINING WALL SCHEDULE
WH ST BT BW SLR BLR
≤2'-0"10"18"#5@12"
≤3'-0"10"18"
≤4'-0"10"18"
4'-8"
5'-2"
6'-0"
#5@12"
#6@12"
#5@8"
#5@8"
#5@8"
NOTES:
1.REFER TO "RETAINING WALL PLAN AND NOTES" FOR
ADDITIONAL INFORMATION.
2.HOOK REINFORCING AT ENDS. PROVIDE A 2'-0" SPLICE
WHERE REQUIRED.
3.EMBED PLATE IS PROVIDED TO CONNECT THE METAL FENCE
TO THE RETAINING WALL. CONTRACTOR TO COORDINATE
THE EXACT LOCATION OF PLATES WITH FENCE SYSTEM
CHOSEN. CONTRACTOR TO COORDINATE RETAINING WALL
REINFORCING WITH EMBED PLATES. THE CONNECTION HAS
BEEN DESIGNED WITH THE ASSUMPTIONS:
a. 6'-0" TALL FENCE
b. 8'-0" MAXIMUM SPACING BETWEEN POSTS
c. 50% POROSITY OF FENCE
d. 8'-0" TALL POST WHERE CAMERA IS MOUNTED.
4.REFER TO ELECTRICAL DRAWINGS FOR CONDUIT SIZE AND
LOCATION. CONDUIT SHALL NOT PENETRATE RETAINING
WALL WITHIN 12" FROM TOP OF FOOTING. PLACE HOLE IN
EMBED PLATE AT CENTER, ALIGNED WITH CENTER OF POST.
NOTES:
<=1'-0"10"18"#4@12"4'-3"#5@8"
WALL STEM STEP
LOCATION
WALL FTG STEP LOCATION
HOOK STEM HORIZ
REINFORCE WHERE
INTERRUPTED, TYP
SPLICE STEM HORIZ
REINF, NOTE 2
AT THICKENED FTG,
EXTEND STEM VERT
REINF TO BOT OF FTGHOOK FTG HORIZ
REINF WHERE
INTERRUPTED, TYP
MATCH SIZE AND SPCG
OF FTG HORIZ REINF, TYP
NOTES:
1.STEP LOCATION PER CIVIL.
FOOTING AND STEM STEPS MAY
BE AT THE SAME LOCATION.
2.AT CONTRACTOR'S OPTION, STEM
HORIZONTAL REINFORCING MAY
BE CONTINUOUS THROUGH STEP.
3.ONLY REINFORCING AT WALL AND
FOOTING STEP CONDITIONS SHOWN
THIS DETAIL.
4.AT CONTRACTOR'S OPTION, SLOPE
SUBGRADE AT 1:1 IN LIEU OF
STEPPED BOTTOM OF FOUNDATION.
NOTES:
TYP
2' - 0"
TYP
1' - 0"
TYP
2' - 0"
SEE NOTE 4
10"
MAX
2' - 0"
MAX
1' - 6"
2' - 0"
DECORATIVE WALL
(3)#4
#4@12"
FINISH GRADE
PER CIVIL
MIN6"
1' - 0"
1
3" TYP
1
1" TYP
#4@12"
#4@12"
3/16
3/16NOTE 5
A242 EMBED PL1/2X12
@ 36" W/ (4) 1/2" DIA STUDS
6" MIN EMBED, NOTES 3 & 6
RETAINING WALL
NOTE 2
A242 PL1/4
NOTE 1
NOTES:
1.REFER TO LANDSCAPING DRAWINGS FOR PLATE PROFILE, PANELING, AND POROSITY. ROUND TOP EDGE OF PLATE.
2.REFER TO LANDSCAPING DRAWINGS FOR RETAINING WALLS PROFILE AND LOCATION. RETAINING WALLS MAY SLOPE
PER CIVIL DRAWINGS. BEND LONGITUDINAL REINFORCING TO MATCH SLOPE.
3.PLACE THE CENTER OF THE FIRST EMBED PLATE 18 INCHES FROM THE VERTICAL PLATE PANEL END, RETAINING
WALL END, AND RETAINING WALL BEND. CONTRACTOR TO ENSURE THERE IS A 2-INCH CLEAR COVER BETWEEN ANY
PORTION OF THE EMBEDDED PLATE ASSEMBLY AND WALL REINFORCING.
4.REFER TO "RETAINING WALL PLAN AND NOTES" FOR GEOTECHNICAL INFORMATION.
5. USE WEATHERING STEEL ELECTRODES.
6. PAINT FACES OF EMBEDDED PLATE THAT WILL BE EMBEDDED IN CONCRETE.
NOTES:
2' - 6"
SEAT WALL
FINISH GRADE
PER CIVIL
MIN6"
2' - 0"
10"
MAX
2' - 0"
SITTING WALL
NOTE 2
#4@12" EF
#4@12"
CHAMFER PER
LANDSCAPING
DRAWINGS
(3)#4
#4@12"
6"
4" TYP
(3) #4
POLYSTYRENE
PER TYP DTS
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
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S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-S-v2020.rvt
1/23/2025 5:58:27 AM
BT120
0
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD161
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
SECTIONS AND DETAILS
RETAINING WALLLPDDJPAEISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0"BT120-SFP001
RETAINING WALL PLAN AND NOTES 1
SCALE: 3/4" = 1'-0"
RETAINING WALL SECTION DETAIL A
-
SCALE: 3/4" = 1'-0"
RETAINING WALL AT STEP DETAIL B
-SCALE: 3/4" = 1'-0"BT120-SFP001
ARCHITECTURAL RETAINING WALLS C
A
N OTE
ST:
B:ORISS
E
G
R
T
R
O
AEEOI OE
:R G W SLI
22016264C
H
ALEJA N D O S PA
G
O
N
Z
A
L
E
S
T
A
:B
TCA
I DO
E O
E EA
R
Z
E RZA
17/Jan/2025
394
RTA/CN 0205-24
A
-
B
-
SIM
6' - 8"
2'
-
6
"
NOTES:
1.REFER TO ARCHITECTURAL DRAWINGS
FOR LOCATION OF WINDSCREENS.
NOTES:
HSS4X2X1/4
HS
S
4
X
4
X
1
/
4
HS
S
4
X
4
X
1
/
4
HSS4X2X1/4
HSS4X2X1/4
SOG PLATFORM
PER CIVIL
2'
-
4
"
4'
-
0
"
PE
R
A
R
C
H
7'
-
0
"
MA
X
NS & FS, TYP
1/4TYP
PL1/4 CAP,
TACK WELD ALL AROUND, TYP
C
-
HS
S
4
X
2
X
1
/
4
3' - 10"
1/4 TYP
NS & FS, TYP
HSS4X2X1/4
HSS4X2X1/4
HSS4X2X1/4
C
-
NOTES:
1.REFER TO "WINDSCREEN MAIN ELEVATION"
FOR MISSING INFORMATION.
NOTES:
A
-
7' - 8"
NOTES:
1.REFER TO ARCHITECTURAL DRAWINGS
FOR LOCATION OF WINDSCREENS.
NOTES:
1/4
1"4"
3"
EMBED PL1/2 W/ (2) 1/2"
DIA STUDS, 4" MIN EMBED
NOTES:
1.PROVIDE 1/2" DIA WEEP HOLE 1"
ABOVE BASE PLATE, TYP AT POSTS
NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
G
O
N
Z
A
L
E
S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
S
-
v
2
0
2
0
.
r
v
t
11
/
1
4
/
2
0
2
4
1
1
:
0
8
:
3
8
A
M
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
L. DOWELL
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD162
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
SECTIONS AND DETAILS
WINDSCREENLPDDJPAEISSUED FOR BID12/10/2024
SCALE: 1" = 1'-0"
WINDSCREEN PLAN - ANGLED 2
BT120-SFP213
SCALE: 1" = 1'-0"
WINDSCREEN MAIN ELEVATION A
-SCALE: 1" = 1'-0"
WINDSCREEN ANGLED ELEVATION B
-
SCALE: 1" = 1'-0"BT120-SFP212
WINDSCREEN PLAN - STRAIGHT 1
SCALE: 1 1/2" = 1'-0"
WINDSCREEN BASE PLATE C
-
TYP TYP
A
BNOTEOS
:SNCREE
T
I
C
D
OC
N
ATTNRDNT
SCI EU
R
--'2C-CSP
H
RPNTRE S A L OR
I
A
E
F
R
PN
E
O
A
S:
OPA
R1N
T N D
T TA
G
F
N GFR
15/Nov/2024
0395
RTA/CN 0205-24
PLATFORM OR CURB
B
-
B
-
8" SOG UNDER SHELTER
W/ #6 @ 16" OC EWHSS4X4X1/4TYPTYP
1'
-
0
"
3'
-
0
"
A
-
A
-
TYP 2 PLACES
TYP 3 PLACES
1.LAP SHELTER FOUNDATION REINFORCING WITH
PLATFORM REINFORCING WHERE OCCURS.
2.NOTED GRIDS APPLY TO KCM SHELTER ONLY.
TY
P
2'
-
0
"
REBAR NOTE 1
2
1
NOTES:
GRID GRID
GRID
16' - 8"
TYP
1' - 0"8' - 4"8' - 4"
B
-
B
-
A
-
A
-
1'
-
0
"
3'
-
0
"
2'
-
3
"
1' - 0"16' - 8"1' - 0"
8' - 4"8' - 4"
NOTE:
1.ALL SEAMS ARE TO BE CONCEALED OR GROUND FLUSH
AND SANDED SMOOTH.
2.ALL EXPOSED SURFACES ARE TO BE FINISHED SMOOTH.
3.ALL EXPOSED WELDS TO BE GROUND FLUSH AND
SMOOTH. FINISH RADIUS TO MATCH STRUCTURAL TUBE.
4.NOTED GRIDS APPLY TO KCM SHELTER ONLY.
HSS4X4X1/4
TYP
NOTES:
2
BT120-SGD164
3
BT120-SGD164
TYP
A
BT120-SGD164
GRID GRID
GRID
1. REFER TO CIVIL DRAWINGS FOR TOP OF CONCRETE ELEVATION.
NOTES:
GRID GRID
TOS EL
37'-4" AT KCM SHELTER
34'-2" AT PARATRANSIT SHELTER
TOS EL
37'-1" AT KCM SHELTER
33'-11" AT PARATRANSIT SHELTER
1
BT120-SGD164
TYP
GRID
R
PNTESTA
LANOISS
E
F
O
G
T
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REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
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O
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Z
A
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S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
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3
9
A
M
1/2" = 1'-0"
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
M. BUNIYA
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD163
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
PLANS AND ELEVATIONS
PARATRANSIT SHELTER 1MKBDJPAE ISSUED FOR BID12/10/2024
SCALE: 1/2" = 1'-0"BT120-SFP001
FOUNDATION PLAN - PARATRANSIT
AND KCM SHELTERS 1
BT120-SFP215
SCALE: 1/2" = 1'-0"BT120-SFP001
ROOF PLAN - PARATRANSIT AND
KCM SHELTERS 2
BT120-SFP215
SCALE: 1/2" = 1'-0"
SHELTER ELEVATION - FRONT A
-SCALE: 1/2" = 1'-0"
SHELTER ELEVATION - SIDE B
-
P
LATFOTR
MRA COO
F
U
B
T
A
PFFACBAF
R U -O8
C
BBE3-B-A"
S
T
YP
T
T
T
Y
P
O
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RM
T"P CGA
F A B
F FP
P T
15/Nov/2024
0396
RTA/CN 0205-24
SECTION 1/4
(3) SIDES,
TYP
5/8" DIA ANCHOR BOLT
W/ 5" EMBEDMENT,
NOTE 3
1/4" DIA
WEEP HOLE
PL1/2 REF
MIN
1
1
/
2
"
1
1
/
2
"
HOLE FOR
THRU BOLT
PL1/2
CL 3/4" DIA
THRU BOLT
NOTE 1 & 2HSS COL
HSS3 1/2X3 1/2X3/16
SHOE
HSS WALL
CUTOUT
NOTES:
1.DRILL HOLES PARALLEL TO FRAME WIDTH.
2.USE A STAINLESS STEEL HEXBOLT WITH WASHER AND
SPANNER HEAD. PROVIDE INSULATION BETWEEN CARBON
STEEL AND STAINLESS STEEL TO AVOID GALVANIC
CORROSION.
3.BEARING SHOE SHALL BE ANCHORED TO CONCRETE
THROUGH THE PLATE.
1'
-
0
"
3"
2 3/4"
NOTES:
TOC NOTES:
1.PLACE A 1/4 INCH DIAMETER WEEP HOLE AT
EITHER EDGE OF THE BOTTOM OF THE
SLOPE OF THE ROOF BEAM.
HSS BM TYP
BUTT WELD ALL
AROUND 1/8" ROOT
GRIND FLUSH SAND
SMOOTH
NOTES:
1/4NS & FS
NOTES:
1.PLACE A 1/4 INCH DIAMETER WEEP HOLE AT
LOW SIDE OF TRANSVERSAL BEAMS.
HSS BM TYP
T & B
NOTES:
T&B ES
1/4NS & FS
NOTES:
1.PLACE A 1/4 INCH DIAMETER WEEP HOLE AT
LOW SIDE OF TRANSVERSAL BEAMS.
HSS BM TYP
HSS COL
1/4NS & FS
NOTES:
R
PNTESTA
LANOISS
E
F
O
G
T
O
N
REENIGNE
AOFWSHI
22016264U
C
A
LEJAN D O SPA
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A
L
E
S
T
R
AL
TUR I N
E N G E ER
R
Z
E RZA
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
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v
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/
1
4
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:
0
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:
4
0
A
M
1 1/2" = 1'-0"
BT120
S1-BT120-S-v2020
12/10/2024 12/10/2024
M. BUNIYA
R. MUNRO
D. PRINDLE
A. ESPARZA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-SGD164
12/10/2024R. PARGAS J. ALTCHECH
STRUCTURAL
SECTIONS AND DETAILS
PARATRANSIT SHELTER 2MKBDJPAE ISSUED FOR BID12/10/2024
SCALE: 1 1/2" = 1'-0"BT120-SGD163
BASE PLATE DETAIL 1
SCALE: 1 1/2" = 1'-0"BT120-SGD163
CORNER DETAIL 2
SCALE: 1 1/2" = 1'-0"BT120-SGD163
HSS BEAM TO HSS BEAM CONNECTION DETAIL 3
SCALE: 1 1/2" = 1'-0"BT120-SGD163
TOP OF BEAM DETAIL A
S
ECTIOTN
:NCRDO
O
I
R
B
T
R
C
SIICDBCI
NR U OA
D
11)DC1C/P
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RPNTRE S A L OR
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PN
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S
N:
TPS D1C
I C B
IIS
G
F
N GFR
15/Nov/2024
0397
RTA/CN 0205-24
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
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1
-
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1
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v
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A
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BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AZN001
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
MATERIAL ABBREVIATIONS
TRANSIT CENTER12/10/2024 J.C.D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
OVERLFOW NOZZLE PREFINISHED NOZZLE WITH INSECT SCREEN AT OVERFLOW DRAIN AT COLUMNS.
METAL COLUMN COVER CONCEALED- FASTENER METAL COLUMN COVERS AT BUS PLATFORM CANOPY.
07 62 00 SHEET METAL FLASHING AND TRIM
METAL COPING SYSTEM COPING SYSTEM AT LOWER ROOF OF CORE FACILITY SECURITY OFFICE & STORAGE.
METAL SOFFIT PANELS METAL SOFFIT SYSTEM AT CANOPY, CORE FACILITY AND BEB EQUIPMENT YARD
METAL ROOF METAL ROOF SYSTEM AT CANOPY, CORE FACILITY AND BEB EQUIPMENT YARD
07 41 13 METAL ROOF PANELS
UNDERSLAB VAPOR RETARDER THROUGHOUT CONCRETE SLAB FOR CORE FACILITY
07 26 16 UNDERSLAB VAPOR RETARDER
R## INSULATION INSUL-1: FILL VOID BETWEEN STRUCTURAL MEMBERS AT CONDITIONED SPACE.
INSUL-3: AT CAVITY WALL OUTSIDE OF SHEATHING & ABOVE ROOF DECK.
INSUL-4: AT CEILING AND WITHIN STUD WALLS.
INSUL-7: UNDERSLAB AND PERIMETER OF FOUNDATION.
INSUL-9: AT EXPOSED STRUCTURE CEILING.
07 21 00 THERMAL INSULATION
FORMED METAL WALL PANELS FLUSH PROFILE, CONCEALED-FASTENER WALL PANEL AT THE CORE FACILITY BLDG
07 42 13.13 FORMED METAL WALL PANELS
07 THERMAL & MOISTURE PROTECTION
SHEATHING 5/8" GYPSUM SHEATHING FOR CAVITY WALL ASSEMBLIES AT CMU
06 16 43 GYPSUM SHEATHING
AIR BARRIER AIR BARRIER
06 10 53 MISCELLANEOUS ROUGH CARPENTRY
06 WOOD, PLASTICS AND COMPOSITES
WMP-6 STEEL GRATING
WMP-5 ALUMINUM PERFORATED PLATE WALL PANEL
WMP-4 ALUMINUM PERFORATED PLATE WALL PANEL WITH CUSTOM GRAPHIC
05 75 00 DECORATIVE FORMED METAL
GDR-9 STAINLESS STEEL RAILING
05 73 00 DECORATIVE METAL RAILINGS
05 METALS
ACCENT CMU CMU 4: GROUND FACE FINISH, COLOR TO BE SELECTED
FIELD CMU CMU 3: GROUND FACE FINISH, COLOR TO BE SELECTED
04 22 00 CONCRETE UNIT MASONRY
04 MASONRY
WSDOT SPEC SECTION 5-05.2 OPT1.GR5 CIP-A PIGMENT COLOR FOR "BRICK RED" CEMENT CONCRETE, SAE AMS-STD-595 COLOR
#32169
CIP-3 FORMED FINISH W/ FORMLINERS, ALSO REFERENCE WSDOT SPECIFICATION
CIP-1 CAST-IN-PLACE CONRETE FINISH TYPE 1, TYPICAL PLATFORM FINISH
03 35 00 CONCRETE FINISHING
03 CONCRETE
SPECIFICATION TITLE AND DIVISION
NUMBER
DRAWING / SPECIFICATION
NOMENCLATURE DESCRIPTION
MATERIAL ABBREVIATIONS ON DRAWINGS AND SPECIFICATIONS
LR-1 LEAN RAIL
BENCH-2 STAINLESS STEEL BENCH WITH BACK
BENCH-1 STANLESS STEEL BENCH
TRASH & RECYCLING RECEPTACLES
12 93 00 SITE FURNISHINGS
SSCT COUNTERTOP ABOVE CASEWORK AT SECURITY OFFICE AND LACTATION ROOM
12 36 61 SOLID SURFACING COUNTERTOPS
PLDC PLASTIC-LAMINATE DESKTOP COUNTER AT SECURITY OFFICE
12 32 16 MANUFACTURERED PLASTIC-LAMINATE-CLAD CASEWORK
12 FURNISHINGS
C-5 HI-LITE YELLOW, CMYK 0/32/95/0
C-4 KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
C-3 WAVE TEAL, CMYK 92/23/22/32
C-2 LAND GRAY, CMYK 0/0/0/6
C-1 RAILWAY GRAY, CMYK 0/0/0/80
COLOR
HPC-3 FOR EXPOSED GALV STRUCT STEEL
HPC-2 HIGH-PERFORMANCE COATING FOR EXPOSED PRIMED STEEL
HPC-1 ON CONCRETE AND CMU
09 96 00 HIGH-PERFORMANCE COATINGS
PC-2 PRECAST CONCRETE PAVERS
09 32 19 MORTAR BED PAVER TILING
PT-3 PORCELAIN TILES (O-T-1D)
PT-2 TRUNCATED DOME WARNING TILES
CT CERAMIC TILES
09 30 00 TILING
09 FINISHES
GL-5 SECURITY GLAZING AT THE SECURITY OFFICE AND DOOR VISION GLAZING
08 88 53 SECURITY GLAZING
PP-2 HORIZONTAL TRANSLUCENT OVERHEAD PANELS
PP-1 CLEAR ACRYLIC VERTICAL PANELS
08 84 00 PLASTIC GLAZING
APA-1 ART PANEL ASSEMBLY TYPE 1
GL-4 LAMINATED TEMPERED GLASS
GL-2 GL-1 W/ GRAFFITI-RESISTANT FILM
GL-1 TEMPERED SAFETY GLASS
08 80 00 GLAZING
TRANSLUCENT PANEL TYPE I TRANSLUCENT PANELS W/ PREFINISHED ALUMINUM FRAME
TRANSLUCENT PANEL SYSTEM INSULATED TRANSLUCENT PANELS W/ PREFINISHED THERMALLY BROKEN ALUMINUM FRAME
08 45 00 TRANSLUCENT PANELS SYSTEMS
ALUMINUM STOREFRONT FRAME, SF-2 (SF-2) SECURITY OFFICE WINDOWS
ALUMINUM STOREFRONT FRAME, SF-1 (SF-1) ART INSTALLATION AT WINDSCREENS AND CLERESTORIES AT CANOPY
08 44 10 GLAZED ALUMINUM FRAMED STOREFRONT AND CURTAIN WALLS
METAL OVERHEAD DOOR ELECTRICALLY OPERATED SECTIONAL DOOR AT CORE FACILITY STORAGE
08 36 13 SECTIONAL DOORS
08 OPENINGS
SPECIFICATION TITLE AND DIVISION
NUMBER
DRAWING / SPECIFICATION
NOMENCLATURE DESCRIPTION
MATERIAL ABBREVIATIONS ON DRAWINGS AND SPECIFICATIONS
98
RTA/CN 0205-24
5.0' edge to edge
R879.8024
R890.8024
CV
DETV
DETV
DETV
DETV
PTZ
DETV
PTZ
ND
ND
ND
ND
ND
ND
ND
ND
ND
NDND
ND
ND
RGRGRGRG
RG
RG
RG
RG
RGRG
CGCG
RG
CG
CSCS
CS
VDVDVDVDVDVD
CS
SFSF
SFSF
SFSFSF
SF
VD
VDVD VDVD
CG
CG
CG
CGCG
CG
CG
SF
SF
SF
CG
CG
CG
SF
SFSF
SF
CGCG CG
CG
CG CGCG
VD
VD
VD
SFSFSFSF
SFSF
VD
VD
VD
VD
VD
VD
VD
VD
VD
VDVD
VD
VDVD
VD
VD
VD
VD
VD
MR
MRMR
MRMRMRMR
MR
VM
CS CS
CS
SFSFMRMR
SF
MR
SF
SF
SF
SFSF
SFSF
SF
CG
MR
MR
VM
VM
VM
VM
VM
VM VM
VMVM
VM
VM
VM
VM
VM
VM
VM VM
VM VM
VM
VM
VM
VM
VM
VM
VM
VM
VM VM
VM
VMVM
VM
VM
VM
VM
VM
VM
VM
VM
VM VM
VM
VM
VM VM
VM
VM
VM
VM
VM
VM
VM
VM
VM
VM VM
SFSFSF
SF
SFSFSF
SF
RG
RG
RG
RG
RG
RG
RGRG
RGRGRGRGRGRGRGRGRGRGRGRGRGRG
RGRGRGRGRGRGRGRGRGRG
RG RG RGRGRGRGRGRG
RG RG
RG RG RG
RGRG RG RGRGRGRGRGRGRGRG
RGRGRGRGRG
RG
RG
RGRGRGRGRGRG
RG
CS
CS
CS CS
CS
CS
CS
CS
CS
CS
CSCSCSCSCSCSCSCSCSCS
CSCSCSCSCSCSCSCSCSCSCSCS
CS
CS
CS CSCSCSCSCSCS CSCS CS
CS
CS CS CS CS
CSCS
CS CS CS
CGCGCGCG
CG
CGCG
CGCG
CG
CG
CG
CGCG CGCGCG CGCGCGCGCGCGCGCGCG
CGCGCG
CG
CG CG CGCGCG
CS
CS
CS
CS
CS CSCS
CS CS CSCSCS
CSCSCSCS
CSCSCS
CS
CSCSCSRG
RG
PAPAPAPAPAPAPAPAPAPAPAPAPAPA
PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPA
PA
PAPAPA
PAPAPAPA
PAPAPAPARG
PAPAPAPAPAPAPAPAPAPAPA
CS
CS
CSCS
CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG
CG
CG
CG
CGCG
CG
CG
CGCG
CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG
CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG
CG
CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG
CGCGCGCG
CG
CG
CG
CGCG
CG
CG
CGCGCGCGCG CGCG
CG
CG
CGCGCGCGCG
CGCGCGCGCG CGCG
CGCG
CGCG
CGCG
CG
KG
KG
KG
KG
KG KG
KG
KGKG
SF
SF
SFSF
SF
SF
SF
SFSF
SF
SF
SFSFSFSFSFSF
SF
VDVDVDVDVDVDVDVDVDVDVD
VD
VD
VD
VD
VD
VD
VDVDVD
VD
VD
VD
VD
VDVD
VD
VD
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSF
SF
SF
SFSFSFSF
SF SFSFSFSF
SFSFSFSF
KG
KG
KG
KG
KG
KG
KG
KG
KGKGKGKGKGKGKG
KGKG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KGKGKGKGKG
KG
KG
KG
CSCSCS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CSCSCS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CSCSCS
CS
CS
CS
CSCS
CS
CSCS
CS
CS
CS
CS
CS
CS
CS
CS CS CS CS CS CS CSCS CS CSCS CS
CS
CS
CSCSCSCS
CS
CS
CS
CSCSCS
CS CS
CS CS CS
RG
RG
RG
RG
RG
RG
MR
MR
MR
MR
MRMRMRMRMRMR
MR
MR
MRMRMRMR
MRMRMRMRMRMRMR
ND
ND
ND
ND
ND
ND
ND
NDND
NDNDNDNDNDNDNDNDNDNDND
NDND
ND
ND
ND
ND
NDNDNDND
ND
ND
NDND NDNDND
NDNDNDNDND
NDND ND NDNDND
NDNDNDND
ND
ND
ND
NDND
ND
ND
ND
ND
NDNDNDND
VD
VD VD
VD
VD
VD
VDVDVD
VD
VDVD
VD
VD
RGRGRG
RG
RG
RG
RGRG
RGRG RGRGRGRGRG
RG
RGRG
RGRG
RGRG
RGRG
RG
CS
CS
CS
CS
CSCSCS CSCSCS
CS
CS
CSCSCSCS
CS
CS
CS
CS
CS
CS
CSCSCSCS
CSCSCS
CS
CS
CSCS CS CS CSCSCSCS
CSCS
CS
CSCSCSCSCSCSCSCSCSCSCS
CSCS
CSCS
CS
CS
CS
CS
CSCS
CS
CS
CS
CS
CS
CS
CS
CGCGCGCGCG
CG
CG
CGCGCGCGCG
CG
CG
CS
CS
VD
VD
VD
VD
VD VD
VD
VD
VD VD
VD
VD
VD VD
VD
VDVD
VDVDVD VDVDVD
VDVDVDVDVD
KGKGKGKG
KGKGKGKGKGKG KGKGKGKGKGKGKGKGKGKGKGKGKGKGKG
SF
SF
SF
SF
SFSFSFSFSFSFSF
SF
SFSFSFSFSF
SFSFSF
SFSFSFSFSF
SFSFSF
SF
SFSF
SFSFSFSF
VM
VM
VM
VM
VM
VM
VD
VD
VDCG VDVDVDVDVD VD
VD VDVD
VD
CGCGCGCGCGCG
CG
CG
CGCGCS
CS
MP
MP
MP MP
MP
MP
MP
MP
MPMP
MP
MP
MP
MP
MP
MP
MP
MP
MPMP
MP
MP
MP
MP
MP
MP
MP
SF
SF
SF
SFSFSF
SF
MR
MR
MR
MR
MRMRMRMRMRMRMRMRMRMRMRMRMR
MR
MR
MRMR
MR
MR
MR
MR
MRMR
MR
MR
MR
MR
MR
MR
MR
MR
MR
MR
MR
MR
MRMRMRMRMRMRMR
MR
MRMRMR
MRMRMRMRMRMR
MR
MR
MR
MR
MR
MR
MRMR
MR
MR
CS
CS
CS
CS
CS CS
CS
CS
CSCSCS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR WRWR
WR
WRWRWRWR WRWR
WR
WR
WR
WRWRWR
WRWRWR
WR
WR
WR
WR
WRWR
WR
WR
WR
WR
WR
WRWR
WR
WR
WR
WR
WR
CS
CS
CS
CS
CS
CS
CS
CSCSCSCS
CS
CS
CS
CS
CS
CS
CSCSCSCS
CS CS CS
CS CS CS
CS
CS
CS
CS
CS CSCS
CS
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WRWRWRWRWRWRWR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WRWRWR
WR
WR
WR
WR
WR
WR
WR
WRWR
WR
WRWR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
CGCGCG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CGCG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CGCG
CG
CG
CG
CG
CG
CG
CG
RG
RGRG
RG
RG
RG
RG
RG
RG
RG
RG
RGRG
RGRGRGRGRGRG
RGRG
RG
RGRG
RG
RG
RGRG
RG
RG
RG
RG
RG
RG
RG
RG
RGRG
RG
RG
RG
RG
RGRG
RG
RG
KGKGKG
KGCSCSCSCS
CS
CSCSCSCS
CS CS CSCSCS CG
CGCGCGCGCG
PAPAPAPA
PA
PAPAPA
PA
PA
PA
PA
PA
PA
PAPAPA
PA
PA
PA
PA
PAPAPA
PA
PAPAPA
PA PA PA
CS
CS
CS CS
CSCS
CS
CSCS CS CS
CSCSCS CS CS
CS
CS
CSCS CS
CSCSCS
CSCSCS CS
CS
CS
CS
CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG
CG CGCGCGCGCGCGCGCGCGCGCGCGCGCG
CG
CGCG CGCGCGCG CGCGCGCGCGCGCGCGCGCG
CG
CGCGCGCGCGCGCGCGCGCGCGCGCGCG
CG
CG CGCGCGCGCGCGCGCG
CGCGCGCG
CGCGCGCGCGCGCGCGCGCGCGCG
KG
KG
KG
KG
KG
KG
KG
KGKG
KG
KG
KG
KGKGKG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KGKGKGKGKG
KG
KGKG
KG
KG
KG
KG KG
KGKG
KGKG
KGKG
KGKG
KGKGKGKG
KGKG
KGKG
KGKG
KG
KG
KGKG
RGRGRGRGRG
RGRG
RGRG
RGRGRGRGRGRGRGRGRG
RGRG
RGRG RG RGRGRG
RG
RGRG
RG
RGRGRGRGRGRGRGRGRGRG
RG
RG
RG RG
RG
RG
RGRG
RGRG
RG
RG
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSF
SF
SFSFSFSFSF
SFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
KG
SF
SF
SF
SF
SF
SFSFSFSF
SF
SF
SF
SFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SFSF
SF
SF
SF
SF
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WRWR
WR
WR
WR
WR
WR
WR
WR
WR
WRWRWRWRWRWR
WRWR
WRWR
WR
WR
WR
WR
WR
WR
WR
WR CS
CS
CS
CSCS
CSCSCS
CS
CSCS
CS
CS
CS
CS
CS
CS
CSCS
CS
CSCS
CSCS CS CS CS CS CS CS
CSCSCS
CS
CS
CSCS
CS
CSCS CSCS
CS
CS
CS
CS
CS
CSCS CS CS
CSCSCSCSCS CSCSCSCSCS
CS
CSCSCSCSCS
CS
CSCSCSCSCSCSCSCSCS
CSCS
CSCSCSCSCSCSCS CS CS CS
CSCS CS CS CS
CS
CS
VM
RGRGRGRG
RGRG RGRGRGRGRG RGRGRGRGRGRGRGRG
RGRGRGRGRGRGRGRG
RGRGRGRG
RG
RGRG
RGRG
RGRG
RGRGRGRGRG
RGRG
RG
CGCGCGWRWRWR WR
WRWR
WRWRWRWR
WR
WR
WR
WRWR
MP
MP
MP
MP
MP
MP
MP
MP
MP
MP
MP MP
MP
MP MP
MP
MP
VMVM
RG RG
RG
RG
RGRGRGRGRGRGRGRGRGRGRG
RGRG RGRGRGRGRGRGRGRGRGRGRGRGRG
RG RGRGRG
RGRGRGRGRGRGRG
RGRGRGRGRG RG
RGRGRGRG RG
RG
RG
RG
RG
RG
RG
RG
RGRGRG
RGRGRGRGRG
RG
RG
RG
RG
RG
RG
RG
RG
RGRG
RG
RG
RG
RG
RG
RG
RG
RG
RGRG RG
RG
RG
RG
RG
RGRG
RGRG
VDVDVD
VD
VD
VD
VD
VD
VD
VD
VD VD
VD
VD
VM VM
VD
VD
VD
VD
VD
VD VDVDVD
VD
VD
VD
VD
VD
VM
VM
VM
VM
CS
CS
CSCS CS CS CS CS CS
CSCS
CSCSCSCSCS
CS CS
CS
CS
CS
CSCSCS
CS
CS
VM
VM VM
VM
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NDND
NDNDNDND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NDND
ND
NDND
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WRWR
CGCG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
VDVDVD VD VD VD
VDVD
VD
VDVDVDVDVDVDVD
VDVDVD
MP
MP MP MP
MP MP
MP
MP MP
MP
MP
MP
MP
MP MP
MP
MP
MP MP MP
MP
MP
MP
MPMP
MP
KG
KG KG KGKGKG
KG
KG
KG
KGKGKGKGKGKG
KG KGKG
KGKGKGKGKGKGKG
MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMR
MR
MR
MRMRMR
MRMRMRMRMRMRMRMR
MRMRMRMRMRMRMRMRMRMRMRMR
MRMR
MR
MRMR
NDNDNDND ND ND ND
NDNDND
NDNDNDND NDND
ND
ND
NDNDNDNDNDND
NDNDNDNDNDND
NDND
NDNDNDND
ND
ND
CSCSCSCSCS
CS
CS
CS
CSCSCS
CGCGCGCGCG
RG
VD VDVD VD VD VD VD VD VD VDVDVD VD VDVDVDVDVDVDVD
RG RG
RG
RGRG
RG
RGRG VDVDVDVD
VDVDVDVDVD
VDVD
VD VD
PAPAPAPAPAPAPAPAPAPA
PA
PA
PAPAPAPAPAPA
PA PAPAPA
CS
CS
CS
CS
CS
CS
CSCSCSCS
CS
CS
CS
CS
CS
CS
CSCSCS
CS
CS
CS
CS CS
CS
CS
CSCSCS
RG
RG RGRGRG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RGRG
WRWRWRWRWRWRWRWR
WRWRWRWR
WR
WRWR
WR
WR
WRWRWR
WR
WR
WR
WRWRWR
WR
WRWRWRWRWRWRWR
WRWRWRWRWRWR
WR
WRWR
WRWRWRWRWRWRWRWRWR
WRWR
KG
KG
KGKGKGKGKG KGKGKG
KG
KG
KG
KG
KG
KGKGKGKGKG
KGKGKGKGKGKG KG KG KG
KG
KGKG
KG
KG
KG
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
ND
ND
ND
ND
ND
ND
ND
ND
NDNDNDND
ND
NDNDNDNDND
NDNDNDNDND
ND
ND
ND
ND
NDNDND
NDND
ND
NDNDNDNDNDNDNDNDNDNDND
ND
ND
ND
ND
ND
ND
NDNDND
ND
NDNDND
ND
NDND
CG
CG
CGCGCGCGCGCGCGCG
CG
CG
CGCGCGCGCG
CGCGCGCGCGCGCGCG
CGCGCGCGCG
CGCGCGCGCGCGCGCGCGCG
CGCG
CGCG
CGCG
CG
CG
CGCGCGCGCGCG
CGCGCGCGCGCG
CGCG
CG
CGCGCG
CG
SFSF
SFSFSFSFSF
SF
SF
SFSF
SFSFSFSFSF
SF
SFSFSFSF
SF
SF
SF
SF
SFSF
SF
SF
MR
MR
MR
MR
MR
MR
MR
MR
MRMRMRMRMRMR
MR
MR
MRMR
MR
MR
MR
MR
MR
MRMR
MR
MR
SFSFSFSF
SFSF
SFSFSF
SF
WR
WR
SF
VD
MRMR
MRMR MR
MR
ND
ND
NDND
ND
ND
ND
ND
ND
ND
ND
ND
ND
RG
RGRG
RG RG
RG RG
RG
CS CS
CS
CS
CGCGCG
CGCGCGCGCGCGCGCGCG
CGCGCG
CS
RG
CS CS
CS CS
CGCGCG
CGCGCG
CGCG
CG RG
RG RG
RGRG
RGRG
RGRG
CS CS
CS
CSCS
CS CS
CS CS
MP
MPMP
MP
MP
MP
MPMPMP
MPMP
MP
MP
MP
ND ND
NDVD
VD
VD
NDND
ND
MRMR
MR
MR MR
MR
VD
VD
CGCG
CGCG
CGCG
CGCG
CGCGCGCG
SF
SFSF
SFSFSF
VDVD
VDND
VD
VD
MR
MRMR
MRMR
MR NDND
NDVD
VD
CGCGCG
CGCGCG
SFSFSF
SFSFSFVD
VDNDND
NDVDVD
VDMR
MRMR
MRMR
MR
CGCGCG
CGCGCG
NDND
NDVD
VD
VD
ND
ND
CGCGCG
CGCGCG
SFSFSF
SFSFSF
VD
VDVD
VDNDMR
MRMR
MRMR
MR
NDND
NDVDVD
VD
VD
VD
VDND
ND
CGCGCG
CGCG
CGCGCG
CGCGCGNDND
ND VDCGCGCG
CGCGCG VD
VDND
ND
VDSFSFSF
SFSFSF NDND
ND
VD
VDVDNDND
NDVDVD
VDNDND
ND
CS
WRWRWRWRWRWRWR
ND
ND
NDND
ND
ND
NDND
ND ND
CG
CGCG
CGCG
CG
CG
CG
CG
CGCGCGCGCGCG
CGCG
CG
RG
RG
RG
RG
RG RGRG
RGRG
RG
CS CS CSCSCSCS
CS
CSCS
CS CS
CS
RGRG
RGRG
RGCGCG
CG
CGCG
CGCG
CS
CS
CS
CS
CS
CS
CGCG
CGCG
CG
CGND
NDNDND
ND
ND
CG
CG
CG
CGCG
CG
CGCGCGCG
RG CS
RG
RGRG
RG
CS
CSCS
ND
CGCG
CG
CG
NDND
CG
CGCGCG
CS
CS
RGRG
RG
CGCG
CG
CG
CG
CG
CGCGCG
CG
CGNDND
ND
ND
ND ND
ND
ND
ND
ND
ND
ND
ND
NDND
ND
ND
ND
SF
SF
SFSFSF
SF
SFSFSF
SFSF
SFSF
SFSF
SFSF
CS CS
CS CS
CS CS
CSCSCS
CSCS CS
CS
ND
PA
MR
MR
MRMR
MR
MRMRMR
MRMRMRMR
MRMRMRMRMR
MRMR
MR
MRMR
MR
MR RGRGRG
RG RG
RG
RG
RGRG
RG
RG RGRG
RGRGRG
NDND
ND
ND
ND
ND
NDND ND
ND
SF
SFSFSFSF
SFSF
SF
SF
SFSF
SF
SF
SF
SF
SF
SFSF
SF
SF
SFSF
SFSFSF
SF
SFSFCSCSCS
CSCSCS CS
CSCSCS
CSCS
CS
CSCS
MR
RGRG
RG
RGRGRG
RG RG
RG
RG
RG
MRMRMR
MR
MR
MR MRMR
MR
MR
CGCG
CGCGCG
CG
CG
CGND
ND
ND
NDND
ND
CG
CGCG
CGCG
CGCG
CS
CSCS
RG
RGRG
CG
CG
CGCGCG
CGCG
ND
ND
NDNDND
CGCGCG
CGCGCG
CG
CSCS
CSCS
CSCS
RG
RGRG
RGCGCGCG
CGCGCG
CGCGCG
CG
CSCS
CS
CS
CS
CSCS
RG
RG
RG
RG
CGCG
CGCG
CG
CG
NDND
ND
ND CG
CGCG
CG
RG
RG
RG
CS
CS
CS
CG
CG
CG
CG
CG
CG
CGCG
CGCG
CG
ND
ND
ND
ND
ND
ND
CG
CG
CG
CGCG
CG
CSCS
CSCS
RG RG
RG
CG
CGCG
ND
NDCGCGCGCG
CS
CS RG
RG
CG
CGCGCG
CGCG
CSCS
CS
NDND
NDND ND
CG
CGCG
CG
CGCGCGCGCGCG
CG
CG
CGCGCGCGCG
CGCGCGCGCGCGCGCGCG
CGCG
CG
CGCG
CGCGCGCGCGCGCG
CGCGCG
CGCGCS
CS
CS
CS CS
CSCS
CSCS
RGRG
RGRG
RG
RGRG
CGCGCGCGCGCGCGCG
CG
CGCG
NDND
ND
ND
NDNDND
ND ND
CG
CGCG
CGCGCG
ND
WR
ND
NDND
ND
WR
WR
WR
WR
CS
CS
CS
CS
CS
CGCGCGCGCGCGCGCGCGCG
ND
ND
ND
ND
ND
ND
WR
WR
WR
WR
WR
CS
CS
CS
CS
CS
CG
CG
CG
ND
ND
WR
CS
CS CS
CS CSCS
CSCS
CS CSCS
WR
WRWR
WR
WR
NDND
NDNDNDNDND
NDNDNDNDNDND
CGCGCG
CGCGCGCGCGCGCGCGCGCGCGCG
CSCS
CSCSCS
CSCS
CG
CG
CG
WRWRWRWR
WRWRWR
CS
CS CS
CS
CG
CGCGCGCGCGCGCGCGCGCGCGCG
CGCGCG
ND
ND
ND
ND
ND WR
WR
WR
WR CS CS
CS
CSCSCSCS
CGCGCG CGCG
CGCGCG CG
CGCGCGCGCGCG
ND ND NDNDNDNDNDNDND
WR
WR
WR
WR
WR
WR
WR
CS CSCSCS
CS CS CSCSCSCS
CS CS CS CS CSCSCSCSCS
CGCGCGCGCGCGCG
CGCGCG CGCG
CGCGCGCGCGCG
CGCGCGCGCGCGCG
CGCGCGCG CG
CGCGCGCGCG
CGCGCGCGCGCGCG
CGCGCGCG
CGCGCGCGCG
CG CGCGCGCG
CG CGCG
CGCGCGCG
WR
WR
WR
WRWR
WR
WR
WR
WRWR
WR
WRWR
WR
WR
WR
WRWR
WR
WR
WR
WR
WR
WR
NDND NDNDNDND
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CGCG
ND
ND
ND
ND
ND
ND
ND
ND
NDND
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
CSCS
CSCS
CSCS
CS
CS
CS
RG
CGCGCG
CGCGCG
RG
MRMRMRMR
MRMRMR
MRMRMR
CSCSCSCS
CS CSCSCS
CS CSCSCGCGCGCGCGCG
CGCGCGCGCGCGCGCG
SFSFSF
SFSFSFSFSFSFSF
RG
RG
RGRG
RG
RGRGRG
MRMRMRMRMRMRMRMRMR
CS
CS
CS
CS
CS
CSCS
CS
CGCGCGCG
CGCGCGCGCGCGCG
CG
MR
MRMR
WR
WR
WR
WR
CG
ND
ND ND
CS
CS
CS
CS
CS
CS
ND
ND
ND
WR
WR
WR
WR
CS
CS
CS
SFSF
SFSFSFSFSF
SF
RG
RG
RGRG
RGRG
RG
MRMR
MRMRMRMRMR
CS CSCS CS
CSCS CS
CGCGCGCG
CG
CG
CGCG
CGCGCG
SFSFSFSFSFSFSFSFSFSFSFSF
RG RGRGRG
RGRGRGRG
MRMRMR
MRMRMR
MRMRMRMR
CSCS CS
CSCSCS
CGCG
CG
CGCG
CGCG
CGCG
CG
CG
CG
CG
CG
SFSFSFSF
SFSFSF
SFSF
RG RGRGRG RG RGRG MRMR
MRMRMR
CSMRMR
MRMR
CS CSCS CSCS CGCGCGCGCG
CG
CG SFSFSF
SFSFSF
RG RG RGRGRGRGSF
MRMRMR
MRMRMR
CS CS
CS
CS
CS
CS
CS CGCGCG
SFSFSFSFSFSFSF
SF
SF
SFSF
SF
SFSF
RG
RG
RGRGRG
MP
MP
VD
VDVD
MP
VD
VDVD
MP
VD
VDVD
MP
VDVD
VD
VD
MRMRMRMR
MRMR
SFSF
SF
SFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCG
SF
SF RG RGRGRGRGRGRGMRMRMRMR
MRMRMRMRCS CS CS CSCSCS CGCGCGCGCGCGCGCGCGSFSF
SF
SFSFSF
SF
SF
SF
SF RGRG RGRGRGRG RGMRMRMR
MRMRMRMR
CS CS CSCS CSCS CGCGCGCGCGCGCG
SFSFSFSFSFSFSF
SF
SFSFRG RG RGRGRGRGRGMRMR
MRMRCSCSCSCSCS
MP
CGCGCG
CG
CS
CS CS
CSCSCSCS
CS
CS CS
VD
VD
SFSFSFSFSF
CG
CGCG
CG
SF
SF
SF
CG
CG
SF
SF
SF
SF
SFSF
RG
RG
RG
RG KG
CG
SF
SFSF
CG
CGCG
ND
WR
WR
CG
CG
CG
ND
NDND WRWR
WRWR
CS CS CSCSCSCS
ND NDNDNDNDND
ND
WR
CS CS
CS CS
CGCGCGCGCGCG
CGCGCG CG
CGCGCGCGCGCGCG
CG
ND NDNDNDND
ND
ND
ND
WR
WR
WR
WRWR
WR WR
WR
CS
CS
CS CS CSCSCS CS
CSCGCGCGCG
CGCG
CGCGCGCGCG NDNDND
ND ND
ND
ND
ND WR
WRWRWR
WR WR
WR
CG
CGCG NDNDND
ND
CS CSCSCSCSCSCSCSCS ND NDNDND NDNDNDNDND
WR
WR
WR
WR
WR
WR WR
WR
WR
WRCSCSCSCSCSCSCSCSCSCS
WR
WR
WR
WR
CGCG
CGCG
ND ND ND ND NDNDNDND
CG CGCG
WR CS CS CS CSCSCSCSCSCS CGCGCGCGCGCGCGCG
CGCGCGCGCGCGCGCGCG
CGND
NDND
CG
CGCG
CS
CS
CS
CS
CS
SF
CG
CG
CG
ND
ND
ND
ND
WRWR
WRWR
WRCS
CSCS
CS CS
CSCG
CG
CG
CGCG
CG
CSCS
CS
CS
HS
HSHS
HS
HSHS
HS
HS
HS
HSHS
HS
HS
HS
HSHS
HS
HS
HSHSHSHSHS
HS HSHSHSHS
HSHS
HSHS
HSHS
HSHSHS
HS
HS
HSHSHSHSHSHSHS
HSHS
HSHSHSHS
HSHS
HSHSHSHSHSHS
HSHSHSHSHS
HSHSHSHSHSHSHS
HS
HSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS
HSHSHSHSHSHSHSHSHSHS
HSHSHSHSHSHSHSHSHSHSHS
HSHS
HSHS
HSHSHSHSHS
MP
MP
MP
MP
MP
MP
MP
MPCSCSCS
CS
CS
CSCSCS
CG
CG
CG
CGCGCGSFSFSF
SFSFSF
SFSFSF
CG
CGCG
CGCG
CGCG
CG CG
CG
CG
CG
CG
CG
CG
VD VD
VD
CS
CSCS
SF
SF
SFSFSF
SFSFSFSF
SFSF
SFSFSF
SFSF
SF
CS
SF
VM CS CS
CSCSCS
CS VDVDVD
VD VDVDVDVD
VDSFSFSF
VD
VD
VDVD
VDKG
KGKGKG
KG
KG KG
KG
KG KG
KG MR MR
MR MRMR
MRMR
MR
MR
MR
MR
MRMR
MRMRMR
MR
MR
MR
CS
CS
CSCS
CS
CS CS
CS
CSPA PAPA PA PAPA PAPA
CS
VM
CSCS
CS CS
CGCGCGCGCGRGRGRGRG RGRGRG
VD VD VD VD
VD VDVDVDVD
VD VDVD
KG
VM
KGKGKG
KG KG
KG
KGKG
KG
CSCS
CSCS
CSWR
WRWRWR
WR
WR
WR
WR
WR
WR
WRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCG
CGCGCGCGCG
VDVD
VDVD
VDSF
SF SFSFSFSFSFSFSF
SFSF
SFSF
SFSF
SF
SF
SF
SF
CS CS
CSCS
CS
CS
CS
CS
CS
CSCS
CS
RGRG
RGRG
RGRG
RG
RG
RGRG
RGRG
RGRG
RG
RG
RGRG
RGRG
RGRGRG
RGRG
RG
WR
WR
WRWRWR
WRWR
WRWRWR
WR
WR
WRWR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WR
WRWR
WR
WR
WR
WR
WRWR
WR
WR
WR
WR
WR
WRWR
WR
CG
CGCG
CGCG
CG
CG
CG
CGCG
CG
CGCG
CG
CGCG
CS
SF
HS
HS
SF
SFHS
HS
CB
CB
CBCB
CB
CB CBCS
CSCB
CB
CB
CBCB
CBCB CBCBCB
CB
CBCB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
CB
CB
CB
CB
CB
CBCB
CB
SF
CB
CBCB
CB
CBCB
CB
CB
CB
CBCB
CBCB
CB
CB
CB
CB CB
CB
CB
CBCS
KG
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
CBSF
CBCBCBCB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB CB
CB
CB
FGFGFGFGFGFG
FG
FG
FGFGFGFGFGFG
FG
FGFG
FGFGFGFGFGFGFG
FGFGFGFG
FG
SFSFSF
SF
VDVD
VDVD
VD
CGCG
CGCG
CGND
NDND
NDND
SFSFSF
SFSF
VD
VDVD
VDVD
CGCG
NDND
ND
CGCGCG
PAPA
ND
PH
PH
PH
PH
MR
MR
MRMR
MRMR
MR
MRMRMR
MRMR
MR
MRMR
MR
MR
MRMR
MR
MR
MR
MR
MR
MR
MR
MR
MR
MR
MR
MRMR
MR
MR
MR
MR
MR
MR
MR
MR
MRMR
MR
MRMR
MRMRMR
MR
MRMRMRMRMR
MR
MR
MRMR
MR MR
MR
MR
MRMR
MR
MR
MR
MRMRMRMR
MRMRMR
MR
MRMRMRMRMRMR
MRMR
MRMR
MR
MRMRMR
MRMRMRMRMRMR
MR
MRMRMR
MR
MR
MRMR
MR
MR
MRMR
MR
MRMRMR
MRMRMRMRMR
MR
MRMRMR
MR
MR
MR
MR
MR
MR
MR
MR
MR
MR
MR
SFSF
SF
SFSF KGKG
KG
KG
KGKG
ND
ND
ND
NDND
ND
ND
NDNDND
ND
ND ND
CS
CS
CS
RG
CSCS CS
CS
CS
CS
CS
CS
NDNDNDND
ND
NDNDND ND
ND
NDNDND
ND
CSCS
RGRGRG
RG
RG
RGRGRG
RG
RG
RG
RGRGRG
RG
RG
RGCS CS
CS
CSCS
CS
CS
CSCSCS
CS
CS
CS
CS
CSCSRG
RG
VD
VDVDVD
CS
VD
VD
VDVDVD
VD
VD
VDVDVD
VM
VM VM
VM
VM
VMCSCS
CS
CS
CS
CS
CS
KGKGKG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KGKG
KG
KG
KG
KG
KG
KG
KGKG
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
VD
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSF
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSF
SFSFSFSF
SFSFSF
SFSF
SF
WRWRWRWRWR
WR
WR
WR
WR
WR
WR
WR
WRWRWR
WRWRWRWRWR
WR
RGRG
RG
RG
RG
RG
RG
RG
RG RG RG RGRGRG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RGRGRG
RGRG
RG
RG
CG
MP MP
MP MP MP
MP MP
MP
MP
MP
MP
MP MP
MP
CS CS CS CS CS
CS CS CS CS CS
CS
CS CS
CSCS
CS
CS
CS
CS
CS
CS
CS
CSCS
CS
CG
CGCGCGCGCGCGCGCGCG
CGCGCG
CG
CG
MP
MP
MP
MP
CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG
CG
CG
CGCGCGCGCG
CGCGCGCGCGCG
CGCG
NDNDNDNDNDNDNDNDNDNDND
ND ND ND ND ND NDNDND ND ND NDND
NDNDNDNDNDNDNDND
ND
ND
ND
ND
VD
VDVD
VDVD
VD
VD
VD
VD
VDVDVD
VD
VD
VDVD
VDVD
VD
VD
VD
VD
VD
RG
RG
BUS BAY 5
BUS BAY 2
BUS BAY 4
BUS BAY 1
BUS BAY 2
BUS BAY 8
BUS BAY 7
BUS BAY 3
BUS BAY 6
BUS BAY 4
BUS BAY 5
CORE FACILITY
SECURITY
GENERATOR
HIGH POWER
LINE TOWERSBUS LAYOVER
REFUSE AND RECYCLING AREA
PARATRANSIT
SHELTER
KCM SHELTER
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
S
1
"
A
T
FU
L
L
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C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
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D
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4
5
8
6
0
0
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2
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4
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0
9
P
M
1" = 40'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ASP201
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
SITE PLAN
TRANSIT CENTERJCDH CC
JC DH CC
12/10/2024 399ISSUED FOR BID12/10/2024
SCALE IN FEET
40 20 0 40 80
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1
1
1 06/13/2025 ADDENDUM #1
1
1
1
AT
S
APPLICABLE CODES AND STANDARDS
REMARKS:
CONSTRUCTION TYPE: VB
CODE REVIEW
1. THE TRANSIT CENTER CONSISTS OF A CENTER
BOARDING PLATFORM THAT HAS 8 BUS BAYS.
BENCHES, WINDSCREENS ARE PROVIDED.
THREE CANOPIES ARE PROVIDED FOR WEATHER
PROTECTION. THE EAST CANOPY IS DESIGNED
TO BE CLEAR FROM OVERHEAD POWER LINE
EASEMENT. WINDSCREEN WALLS ARE 8 FT HIGH
IN BETWEEN OPEN CANOPY COLUMNS.
2. CORE FACILITY IS COMPOSED OF SECURITY,
STORAGE, COMFORT STATIONS, JANITOR
ROOMS, LACTATION ROOM, TELECOM ROOM AND
ELECTRICAL ROOM. IT IS A STEEL FRAMED
STRUCTURE WITH CMU VENEER. INSULATED
PER SEATTLE ENERGY CODE.
PROPERTY INFORMATION
OWNERS CONTACT INFORMATION
AUTHORITY HAVING JURISDICTION:
SOUND TRANSIT
401 S. JACKSON STREET, SEATTLE WASHINGTON 98104
BUILDING DESCRIPTIONS
ADDRESS: 780 RAINIER AVENUE SOUTH,RENTON, WA 98055
ZONE CODE: PUBLIC TRANSIT CENTER
LAND USE CODE: 8862 -MISCELLANEOUS -GOVERNMENT
OWNED PROPERTY -TRANSPORTATION - GENERAL
PARCEL NUMBERS
1923059035, 1923059063, 1923059068, 1923059074
LEGAL DESCRIPTION
FOR PARCEL No. 1923059035:
LOT 2 LESS HWY PER DEED #20110812001717 OF RENTON LLA
#LUA-02-025-LLA REC 20020515900009 LOCATED IN NW 1/4 OF
NE 1/4
FOR PARCEL No. 1923059063:
POR OF NW QTR OF NE QTR STR 19-23-05 DAF: BEG AT NE
COR SD
SEC 19 TH N 89-50-24 W ALG N LN SD NE QTR 2179.38 FT TH S
00-09-36 W AT R/A TO SD N LN 510.35 FT TO TPOB TH CONTG S
00-09-36 W 260.0 FT TO NLY MGN OF BN RR R/W (FORMERLY
NP RR R/W) TH N 77-20-05 E ALG SD MGN 414.00 FT TO
ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE
R/W TH N 00-29-24 W ALG SD C/L 168.13 FT TO PT FROM WCH
TPOB BEARS N 89-50-24 W TH N 89-50-24 W TO TPOB LESS W
0.98 FT THOF
FOR PARCEL No. 1923059068:
POR OF ABANDONED BN RR R/W (FORMERLY NP RR) LY WLY
OF FOLG DESC LN: BEG AT NXN OF ORIGINAL C/L OF
BONNEVILLE POWER TRANSMISSION LINE R/W WITH N LN OF
NE QTR STR 19-23-05 SD PT BEING 1783.40 FT W OF NE COR
SD SEC 19 LESS HWY PER DEED #20110812001717
FOR PARCEL No. 1923059074:
POR OF PUGET SOUND POWER & LIGHT CO R/W IN NE QTR
STR 19-23-05 LY NORTH OF NLY MGN OF S GRADY WAY & WLY
OF FOLG DESC LN -BEG AT NXN OF ORIGINAL C/L OF
BONNEVILLE POWER TRANSMISSION LINE R/W SD PT BEING
1783.40 FT W OF NE COR SD SEC 19 TH S 00-29-24 W ALG SD
C/L TO NLY LN SD S GRADY WAY LESS POR LY WLY OF ELY LN
OF RAINIER AVE S (STATE RD NO 167) & LESS POR
CONDEMNED BY STATE OF WASHINGTON IN SCC NO
861445 LESS HWY PER DEED #20110812001717
ZONING DISTRICT COMMERCIAL ARTERIAL (CA)
LAND USE DESIGNATION: MIXED USE (CMU)
OVERLAY DISTRICT: URBAN DESIGN DISTRICT D
DEVELOPMENT STANDARDS: RENTON MUNICIPAL CODE ( RMC)
TITLE
IV -DEVELOPMENT REGULATIONS
ALLOWABLE BLDG HT: 50 FT
PROPOSED STRUCTURES: 28 FT (TRANSIT CENTER), 15 FT
(CORE FACILITY), AND 8 FT (GENERATOR)
THE 15 FT INCREASE IS ALLOWED FOR BUILDINGS WITH PITCH
ROOF FOR 60% OR MORE OF THE STRUCTURE. GIVEN THE
FUNCTION OF THE TRANSIT CENTER AND ITS SUPPORT
FACILITIES, THE INTENT IS TO MEET THE CODE
REQUIREMENTS THROUGH FACADE DESIGN AND
ARTICULATION.
CITY OF RENTON
ZONING AND LAND USE:
2021 IBC (WAC 51-50)
2021 IMC (WAC 51-50)
2021 UPC (WAC 51-56 & 51-57)
2020 NEC (NFPA 70)
2021 WASHINGTON STATE ENERGY CODE (WAC 51-51C)
OPEN STRUCTURES
BUS PLATFORM (SECTOR A, B, C):9,396 SF
GENERATOR: 470 SF
CORE FACILITY BUILDING:2,651 SF
BUILDING/ STRUCTURE AREA:
VB SINGLE OCCUPANCY
MINIMUM CONSTRUCTION TYPE PER IBC 2021 & WAC 51-50, SECTION 602,
PER TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING
ELEMENTS:
BUILDING ELEMENTS FOR TYPE VB:
PRIMARY STRUCTURAL FRAME 0 HR
NON-BEARING WALLS AND PARTITION INTERIOR 0 HR
FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HR
ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HR
TABLE 602, FIRE SEPARATION BY DISTANCE
EXTERIOR WALLS TYPE VB, 0 HR, DISTANCE EQUAL OR LARGER THAN 10 FT.
FIRE ALARM SYSTEM:
ALLOWABLE HEIGHT (TABLE 504.3):40 FEET
ALLOWABLE STORIES (TABLE 504.4):2 STORIES
TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE,
TYPE V-B CONSTRUCTION (NON SPRINKLERED)
OCCUPANCY B:2 STORIES ALLOWABLE
BUILDING STORY: 1 STORY PROPOSED
BUILDING AREA: 2,651 SF < 9,000 SF (IBC TABLE 506.2)
ALLOWABLE BUILDING AREA, NS, Aa=At + (NS x If). FRONTAGE INCREASE IS
NOT NEEDED FOR THIS ALLOWABLE AREA CALCULATION.
NOT PROVIDED
AUTOMATIC SPRINKLER SYSTEM IS NOT PROVIDED PER RMC TITLE IV
SECTION 903.2.4 FOR BUILDING NOT OVER 5,000 SQUARE FEET.
ALLOWABLE HEIGHT AND AREA (TABLE 504 & 506)
1. FIRE EXTINGUISHERS ARE LOCATED PER NFPA10
2. PORTABLE FIRE EXTINGUISHERS LOCATED AT ANCILLARY
SPACES -PROVIDE CARBON DIOXIDE FIRE EXTINGUISHERS AT
ALL ELECTRICAL ROOMS.
3. INTERIOR FINISH MATERIALS ARE IN COMPLIANCE WITH FLAME
SPREAD RATING PER CHAPTER 8 2017
MATERIAL FLAME SPREAD RATING
FIRE RETARDANT TREATED WOOD CLASS A
GYP BOARD CLASS A
METAL PANEL CLASS A
CONCRETE CLASS A
CONCRETE MASONRY UNITS CLASS A
-# OF OCCUPANTS EXIT
TOTAL ALLOWABLE BUILDING AREA (506.2)
ALLOWABLE:
6,000 SF, OCC A-3, TYPE VB CONSTRUCTION (NON SPRINKLERED)
9,000 SF, OCC B TYPE VB CONSTRUCTION (NON SPRINKLERED)
5,000 SF, OCC U TYPE VB CONSTRUCTION (NON SPRINKLERED)
CORE FACILITY BUILDINGOPEN STRUCTURES
TABLE 1006.2.1 SPACE WITH ONE EXIT
ALLOWABLE DISTANCE:100 FEET, OCCUPANT LOAD <30, NS.
PROVIDED:27 FEET
TABLE 1017.2. EXIT ACCESS TRAVEL DISTANCE
ALLOWABLE DISTANCE:200 FT, A-3 OCCUPANCY, NS.
300 FT, U OCCPANCY, NS.
PROVIDED: N/A AT BUS PLATFORM, OPEN STRUCTURE.
37 FT < 300 (GENERATOR ENCLOSURE), U OCC
PER SECTION 1006.2.1 EXCEPTION 3, UNOCCUPIED MECHANICAL ROOMS
AND PENTHOUSES ARE NOT REQUIRED TO COMPLY WITH COMMON
PATH OF EGRESS TRAVEL DISTANCE MEASUREMENT
OCCUPANCY (IBC SECTION 3)
BUS PLATFORM:A-3 (303.4 ASSEMBLY GROUP)
WAITING AREAS IN TRANSPORATION TERMINAL
GENERATOR:U (312.1 UTILITY AND MISCELLANEOUS GROUP)
ALLOWABLE HEIGHT ABOVE GRADE PLANE (TABLE 504.3)
ALLOWABLE:40 FT, OCCUPANCY A, B, U
PROVIDED:23 FT (BUS PLATFORM)
11 FT APPROX. (GENERATOR)
PROVIDED:
BUS PLATFORM -2,436 SF (SECTOR A), 1,740 SF (B), 5,220 SF (C)< 6,000
GENERATOR -470 SF < 5,000
907.2.2 GROUP B
CORE FACILITY
PLATFORM WEST (SECTOR A)
PLATFORM CENTER WEST (SECTOR B)
PLATFORM EAST
PLATFORM CENTER EAST (SECTOR C)
GENERATOR PAD
REFUSE AND RECYCLING AREA
KCM SHELTER
PARATRANSIT
SHELTER
31
221111
554
5
27'
14'
23'
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
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:
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0
P
M
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ASZ201
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
LIFE SAFETY PLAN AND CODE INFORMATION
TRANSIT CENTERJCDH CC
JC DH CC
12/10/2024 400ISSUED FOR BID12/10/2024
SCALE: 1" = 80'-0"
LIFE SAFETY SITE PLAN
CORE FACILITY OCCUPANT LOAD TABLE
NO.NAME AREA TYPE OCC. #
BT120L1200 SECURITY BLDG 257 SF B 3
BT120L1201 SEC STORAGE 69 SF B 1
BT120L1202 LACTATION ROOM 112 SF B 2
BT120L1203 JANITOR 113 SF B 2
BT120L1204 OPERATOR RESTROOM 74 SF B 1
BT120L1205 OPERATOR RESTROOM 74 SF B 1
BT120L1206 OPERATOR RESTROOM 75 SF B 1
BT120L1207 OPERATOR RESTROOM 74 SF B 1
BT120L1208 TELECOM 409 SF B 5
BT120L1209 ELECTRICAL 351 SF B 4
BT120L1210 STORAGE 1 450 SF B 5
BT120L1500 GENERATOR Not
Enclose
d
TOTAL:26
SCALE IN FEET
80 16004080
N
SCALE IN FEET
8 1616 320
N
SCALE: 1/16" = 1'-0"
CORE FACILITY PLAN N
SCALE: 1/16" = 1'-0"
GENERATOR PAD
1
1
1
1
1
1
1
1
1
1
1
1 06/13/2025 ADDENDUM #1
1
1
1
1.A
1.B
1.C
1.E
1.D
1.F
1.1
1.2
1.3
1.4
1.5
1.6
1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
1
BT120-APP212
1
BT120-APP213
1
BT120-APP214
1
BT120-APP215
BUS BAY 1
BUS BAY 2
BUS BAY 3
BUS BAY 8
BUS BAY 4
BUS BAY 7 BUS BAY 6 BUS BAY 5
STRIDE
PYLON
STRIDE
PYLON
1.16 1.17
STRIDE BUS BAY
STRIDE BUS BAY
25.040
26.554
PARATRANSIT
SHELTER
N:175416.72
E:1298223.62
N:175386.95
E:1298289.18
N:175311.72
E:1298310.88
N:175299.42
E:1298325.79
N:175336.21
E:1298400.93
N:175316.37
E:1298444.64
N:175307.10
E:1298658.85
N:175307.96
E:1298490.85 N:175306.68
E:1298739.18
N:175306.77
E:1298722.51
TRASH
RECEPTACLES, TYP.TRASH
RECEPTACLES, TYP.
CL( OF COLUMN)
CL( OF COLUMN)
CL( OF COLUMN)CL( OF COLUMN)
CL( OF COLUMN)
CL( OF COLUMN)CL( OF COLUMN)
CL( OF COLUMN)
CL( OF COLUMN)
CL( OF COLUMN)
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
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B
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_
R
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P
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_
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R
A
N
S
I
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_
G
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/
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1
-
B
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1
2
0
-
A
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2
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.
r
v
t
6/
2
/
2
0
2
5
4
:
4
6
:
1
3
P
M
1" = 30'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP211
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
OVERALL PLAN
PLATFORMJC DH CC
JC DH CC
12/10/2024 401ISSUED FOR BID12/10/2024
SCALE IN FEET
15 3030 600
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
1.A
1.B
1.C
A
BT120-AEX712
1.1 1.2 1.3 1.4
A
BT120-AEX711
B
BT120-AEE812
A
BT120-AEE812
4'
-
0
"
14
'
-
0
"
14
'
-
0
"
4'
-
0
"
24'-0"24'-0"24'-0"
36
'
-
0
"
4'
-
0
"
11
'
-
0
"
6'
-
0
"
11
'
-
0
"
4'
-
0
"
A
BT120-AEE811
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-AP
P
2
1
3
3'
-
9
"
1'
-
2
"
DRAINAGE
DOWNSPOUT
OVERFLOW
DOWNSPOUT
1
BT120-AED903
10'-0"6'-0"
10'-0"6'-0"
5'
-
0
"
TICKET VENDING MACHINE
WINDSCREEN
BENCH-2,
TYP.
WINDSCREEN
STRIDE PYLON
BUS BAY FLAG POLE WARNING TILE,
PT-2, TYP.
SIGN.
CENTER
ON GRID
LINE 1.B
9'
-
0
"
9'
-
0
"
19'-0"
TYP.
8'-0"
METAL COLUMN COVER, ON
BOTH SIDES OF COLUMN, C-1,
TYP.
5'-0"CL
1
BT120-AED901
1
BT120-AED901
CL
3'-7"
1'-8"
5'-0"2'-9"
LEAN
RAIL, LR-1
TYP.
BOLLARD,
TYP.
1' WIDE EXTERIOR CONCRETE
FINISH. MEDIUM ETCHED,
INTEGRAL COLOR, CIP-3, TYP.
ACCESSIBLE BOARDING AREA, PC-2
1
BT120-AID906
TRASH/ RECYCLING
RECEPTACLES
.
.
..
RAILING, GDR-9
.
..
.
.
.
BUS BAY 1
HYDRANT
BOX
12'-8 1/2"
10
'
-
6
"
2'-6"
2'-6"
2'-
6
"
HYDRANT BOX
39' - 8"
1' - 6"
7'
-
0
"
3' - 6"9' - 6"
7'
-
0
"
SMART CARD
READER
PUSH BUTTON AUDIO
SMART CARD READER
CIP-1, TYP.
34'-0"CL
7'-0"12'-0"
CL
CL
CL
CL
CL
8'
-
4
"
2'
-
6
"
2'
-
6
"
CL
3'-9"
1'
-
0
"
6'
-
3
"
CL
CABINET,
TYP
JUNCTION
BOX, TYP
CL
CL
10'-6"
7'
-
0
"
CL
CL
13'-6"
5"
CL
CL
CL
CL
CL
CL 2'
-
6
"
ADA PAVER, (PC-2)
STRIDE PYLON (BY OTHERS)
BENCH -2, TYP. UNO
ELECTRICAL CABINET
TVM -TICKET VENDING
MACHINE (BY OTHERS)
TRASH/ RECYCLING
RECEPTACLES
ORCA/SMART CARD
READER (BY OTHERS)
TACTILE WARNING (PT-2)
BUS FLAG POLE TYP (BY OTHERS)
LEGEND
LIGHT POLE
GUARDRAIL (GDR-9)
ELECTRICAL MANHOLE
LEAN RAIL (LR-1)
EXTERIOR CONCRETE
FINISH. MEDIUM ETCHED,
INTEGRAL COLOR, CIP-A
BOLLARD
CLEARANCE ZONE
PUSH BUTTON AUDIO (BY OTHERS)
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
A
-
v
2
0
2
0
.
r
v
t
6/
2
/
2
0
2
5
4
:
4
6
:
1
5
P
M
1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP212
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM PLAN
PLATFORM - SECTOR A
JC DH CC
JC DH CC
12/10/2024 402ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
1.A
1.B1.B
1.C
1.5 1.6 1.7
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-AP
P
2
1
2
M
A
T
C
H
L
I
N
E
:
S
E
E
D
W
G
B
T
1
2
0
-
A
P
P
2
1
4
BUS BAY 2
BUS BAY 8
A
BT120-AEE813
24'-0"24'-0"
TYP
9'-0"
TYP
9'-0"
11'-0"
3'-6"
WINDSCREEN
BENCH-2, TYP.
STRIDE
PYLON
BUS BAY FLAG POLE, TYP.
WARNING TILE, PT-2, TYP.
LEAN RAIL, LR-1, TYP.
TVM
TRASH/ RECYCLING
RECEPTACLES, TYP.
METAL COLUMN COVER,
ON BOTH SIDES OF
COLUMN, C-1, TYP.
6'-0"
1
BT120-AED901
CL
4'-6"1'-6"
1
BT120-AED901
CL
1'-6"
4'-6"
1' WIDE EXTERIOR
CONCRETE FINISH. MEDIUM
ETCHED, INTEGRAL COLOR,
CIP-3, TYP.
ACCESSIBLE BOARDING AREA, PC-2, TYP.
1
BT120-AID907
.
.
.
.
..
B
BT120-AEE813
4'-0"
14'-0"
14'-0"
4'-0"
V.I.P.
10'-9"
10'-6"
7'-6"
PARATRANSIT
SHELTER
HYDRANT BOX
2
BT120-AID907
1
BT120-AID903
A
BT120-AEE816
B
BT120-AEE816
C
BT120-AEE816
MIRROR
MIRROR
MIRROR 2
BT120-APP216
CIP-1, TYP.
7'-9"
5'-0"
5'-0"
1'-9"
1'-9"
8'-7"
14'-0"3'-4"
CL
CL CL
CL
CL
CL CL
6'-0"7'-6"
CL
CL
CL
1'-2"
4'-6"
12'-0"
CL
CL
JUNCTION
BOX, TYP
CABINET,
TYP
CL
CL
2'-8"
3'-8"
CL
CL
1'-3"
2'-2"
1'-6"
CL2'-9"
ADA PAVER, (PC-2)
STRIDE PYLON (BY OTHERS)
BENCH -2, TYP. UNO
ELECTRICAL CABINET
TVM -TICKET VENDING
MACHINE (BY OTHERS)
TRASH/ RECYCLING
RECEPTACLES
ORCA/SMART CARD
READER (BY OTHERS)
TACTILE WARNING (PT-2)
BUS FLAG POLE TYP (BY OTHERS)
LEGEND
LIGHT POLE
GUARDRAIL (GDR-9)
ELECTRICAL MANHOLE
LEAN RAIL (LR-1)
EXTERIOR CONCRETE
FINISH. MEDIUM ETCHED,
INTEGRAL COLOR, CIP-A
BOLLARD
CLEARANCE ZONE
PUSH BUTTON AUDIO (BY OTHERS)
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:16 PM 1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP213
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM PLAN
PLATFORM - SECTOR B
JC DH CC
JC DH CC
12/10/2024 403ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
1
1.E
1.D
1.F
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
MATCH LINE:
SEE DWG BT120-APP213
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-AP
P
2
1
5
BUS BAY 7
BUS BAY 3
BUS BAY 6
A
BT120-AEE814
A
BT120-AEE815
B
BT120-AEE814
B
BT120-AEE815
24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"
9'-0"
9'-0"
9'-0"
9'-0"
1
BT120-AED901
4'-0"
14'-0"
14'-0"
4'-0"
3'-6"
3'-6"
METAL COLUMN COVER, ON
BOTH SIDES OF COLUMN, C-1,
TYP.
TYP.
8'-0"
TRASH/ RECYCLING
RECEPTACLES, TYP.
WINDSCREEN
BENCH-2, TYP.
BUS BAY FLAG POLE, TYP.
WARNING TILE, PT-2, TYP.
LEAN RAIL, LR-1, TYP.
BUS BAY FLAG POLE
CL
5'-0"1'-6"
1
BT120-AED901
CL
5'-0"
CL
5'-0"
CL
7"5'-0"
1'-9"
CL
1
BT120-AED901
5'-0"1'-6"
CL
1'-6"5'-0"
CL
ACCESSIBLE BOARDING AREA, PC-2, TYP.
.
..
WARNING TILE,
PT-2, TYP.
12' - 6"
1'-9"
BENCH-1
1' WIDE EXTERIOR
CONCRETE FINISH.
MEDIUM ETCHED,
INTEGRAL COLOR,
CIP-3, TYP.
HYDRANT BOX
6' - 6"
8' - 0"
4'-7"3'-9"6'-0"
3'-9"9'-9"
6'-6"
3'-10"
6'-4"
3'-0"
3'-6"
CL
CL
CL
CL
CL
CL
JUNCTION
BOX, TYP
CL
CL
CL
CL
5'-9"
11"
CL
CL
CL
CL
11'-6"
11"
5'-4"
2'-8"
5'-8"
6"CL
6"CL
CL
CL
ADA PAVER, (PC-2)
STRIDE PYLON (BY OTHERS)
BENCH -2, TYP. UNO
ELECTRICAL CABINET
TVM -TICKET VENDING
MACHINE (BY OTHERS)
TRASH/ RECYCLING
RECEPTACLES
ORCA/SMART CARD
READER (BY OTHERS)
TACTILE WARNING (PT-2)
BUS FLAG POLE TYP (BY OTHERS)
LEGEND
LIGHT POLE
GUARDRAIL (GDR-9)
ELECTRICAL MANHOLE
LEAN RAIL (LR-1)
EXTERIOR CONCRETE
FINISH. MEDIUM ETCHED,
INTEGRAL COLOR, CIP-A
BOLLARD
CLEARANCE ZONE
PUSH BUTTON AUDIO (BY OTHERS)
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:17 PM 1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP214
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM PLAN
PLATFORM - SECTOR C
JC DH CC
JC DH CC
12/10/2024 404ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
ADA PAVER, (PC-2)
STRIDE PYLON (BY OTHERS)
BENCH -2, TYP. UNO
ELECTRICAL CABINET
TVM -TICKET VENDING
MACHINE (BY OTHERS)
TRASH/ RECYCLING
RECEPTACLES
ORCA/SMART CARD
READER (BY OTHERS)
TACTILE WARNING (PT-2)
BUS FLAG POLE TYP (BY OTHERS)
LEGEND
LIGHT POLE
GUARDRAIL (GDR-9)
ELECTRICAL MANHOLE
LEAN RAIL (LR-1)
EXTERIOR CONCRETE
FINISH. MEDIUM ETCHED,
INTEGRAL COLOR, CIP-A
BOLLARD
CLEARANCE ZONE
PUSH BUTTON AUDIO (BY OTHERS)
1.E
1.D
1.F
1.15
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-AP
P
2
1
4
BUS BAY 5
BUS BAY 4
9'-0"
9'-0"
9'-0"
9'-0"
BUS BAY 6
1.16 1.17
63'-8"16'-8"
3'-6"
BUS BAY FLAG POLE
WARNING TILE, PT-2, TYP.
METAL COLUMN
COVER, ON BOTH
SIDES OF COLUMN,
C-1, TYP.
TYP.
8'-0"
1
BT120-APP216 DROP OFF BUS BAY
ACCESSIBLE BOARDING AREA, PC-2
.
.
.
4'-0"
14'-0"
14'-0"
4'-0"
ST BIKE LOCKERS,
FURNISHED BY OTHERS,
INSTALLED BY CONTRACTOR
TRASH/ RECYCLING
RECEPTACLES, TYP.
HYDRANT BOX HYDRANT BOX
1' WIDE EXTERIOR
CONCRETE FINISH. MEDIUM
ETCHED, INTEGRAL COLOR,
CIP-3, TYP.
6' - 6"
6' - 0"
3' - 0"
15' - 6"
6' - 6"
50' - 4"2' - 2"7' - 1"
CL
CL
CL
CL
CL
11'-8"
3'-3"
5'-0"
3'-0"
CL
CL
CL
CL
CL
1'-9"
5'-2"
4'-0"
7'-7"
12'-0"3'-0"5'-0"
CL
CL
CL
JUNCTION
BOX, TYP
CL
CL
CL
CL
4'-10"
3'-0"
4'-6"
4'-10"
HANDHOLES, TYP
LIGHT POLE, TYP
LIGHT POLE, TYP
CES
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:18 PM 1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP215
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM PLAN
PLATFORM - SECTOR D
JC DH CC
JC DH CC
12/10/2024 405ISSUED FOR BID12/10/2024
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
4 0 88 16
1 06/13/2025 ADDENDUM #1
1
1
1
1
1
ADA PAVER, (PC-2)
STRIDE PYLON (BY OTHERS)
BENCH -2, TYP. UNO
ELECTRICAL CABINET
TVM -TICKET VENDING
MACHINE (BY OTHERS)
TRASH/ RECYCLING
RECEPTACLES
ORCA/SMART CARD
READER (BY OTHERS)
TACTILE WARNING (PT-2)
BUS FLAG POLE TYP (BY OTHERS)
LEGEND
LIGHT POLE
GUARDRAIL (GDR-9)
ELECTRICAL MANHOLE
LEAN RAIL (LR-1)
EXTERIOR CONCRETE
FINISH. MEDIUM ETCHED,
INTEGRAL COLOR, CIP-A
BOLLARD
CLEARANCE ZONE
PUSH BUTTON AUDIO (BY OTHERS)
1.E
1.16 1.17
A
BT120-AEE816
B
BT120-AEE816
C
BT120-AEE816
16'-8"
TYP.
8'-0"
BENCH-2, TYP.
LEAN RAIL,
LR-1, TYP.
4'-2"8'-4"
2'-8"
E
BT120-AEX714
CL
CL
8'-4"
3'-0"
CL
ROOF OUTLINE
ABOVE, PP-2
CL CL
A
BT120-AEE816
B
BT120-AEE816
C
BT120-AEE816
MIRROR
MIRROR
SEE BT120-APP211 FOR
NORTHING AND EASTING
TRASH
RECEPTACLES, TYP.
16'-8"
8'-4"8'-4"
CL
ROOF OUTLINE
ABOVE, PP-2
CL
CL
3'-0"
BENCH-2, TYP.
LEAN RAIL,
LR-1, TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:20 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP216
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
ENLARGED SHELTER PLANS
PLATFORM - SECTOR D
JC DH CC
JC DH CC
1/2" = 1' -0"
12/10/2024 406ISSUED FOR BID12/10/2024
SCALE IN FEET
1 02 2 4
SCALE: 1/2" = 1'-0" BT120-APP215
ENLARGED KCM SHELTER 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
SCALE: 1/2" = 1'-0" BT120-APP213
ENLARGED PARATRANSIT SHELTER 2
1 06/13/2025 ADDENDUM #1
1
1
1
1
1
P
1.A
1.B
1.C
1.E
1.D
1.F
1.1
1.2
1.3
1.4
1.5
1.6
1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
1
BT120-ARP312
1
BT120-ARP313
1
BT120-ARP314
APPROX. ROOF AREA:
84' x 15' = 1260SF -UPPER
84' x 14' = 1176SF -LOWER
APPROX. ROOF AREA:
60' x 15' = 900SF -UPPER
60' x 14' = 840SF -LOWER
APPROX. ROOF AREA:
180' x 15' = 2700SF -UPPER
180' x 14' = 2520SF -LOWER
1.16 1.17
2
BT120-ARP314
STRIDE PYLON
CANOPY COLUMN, TYP.SHELTER BUS BAY FLAG
POLE, TYP.
BUS BAY, TYP.
BIKE LOCKERS
PARATRANSIT SHELTER
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:21 PM 1" = 30'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ARP311
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
OVERALL ROOF PLAN
PLATFORMJC DH CC
JC DH CC
12/10/2024 407ISSUED FOR BID12/10/2024
SCALE IN FEET
15 3030 600
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
1
1.A
1.B
1.C
A
BT120-AEX712
1.1 1.2 1.3 1.4
A
BT120-AEX711
2
BT120-APD101
1/
2
"
/
1
2
"
3'-6"
3'-6"
HORIZONTAL LIFE LINE FALL
RESTRAINT SYSTEM, TYP.
PORTABLE
LADDER
TIE-OFF
14'-0"
14'-0"
24'-0"24'-0"24'-0"
A
BT120-AED916
HORIZONTAL LIFE LINE FALL
RESTRAINT SYSTEM ANCHOR
ATTACHED TO ROOF
STRUCTURE BELOW, TYP.
TYP.
6'-0"
4'-6"
3/
4
"
/
1
2
"
PROVIDE BIRD CONTROL
DEVICE BCD-1 ALONG THE
CANOPY EDGES, TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:22 PM 1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ARP312
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM ROOF PLAN
PLATFORM - SECTOR A
JC DH CC
JC DH CC
12/10/2024 408ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1 06/13/2025 ADDENDUM #1
1
1
1
1.A
1.B
1.C
1.5 1.6 1.7
CL 4'-6"
3'-6"
3'-6"
HORIZONTAL LIFE LINE FALL
RESTRAINT SYSTEM, TYP.
PORTABLE
LADDER TIE-OFF
STRIDE PYLON
A
BT120-AED916
HORIZONTAL LIFE LINE FALL
RESTRAINT SYSTEM ANCHOR
ATTACHED TO ROOF
STRUCTURE BELOW, TYP.
TYP.
6'-0"
PROVIDE BIRD CONTROL
DEVICE BCD-1 ALONG THE
CANOPY EDGES, TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:23 PM 1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ARP313
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM ROOF PLAN
PLATFORM - SECTOR B
JC DH CC
JC DH CC
12/10/2024 409ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1 06/13/2025 ADDENDUM #1
1
1
1
1.E
1.D
1.F
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
3'-6"
3'-6"
PORTABLE
LADDER TIE-OFF
A
BT120-AED916
4'-6"
HORIZONTAL LIFE LINE FALL
RESTRAINT SYSTEM ANCHOR
ATTACHED TO ROOF
STRUCTURE BELOW, TYP.
TYP.
6'-0"
PROVIDE BIRD CONTROL
DEVICE BCD-1 ALONG THE
CANOPY EDGES, TYP.
1.E
1.D
1.F
1.16 1.17
1/
2
"
/
1
2
"
TYPICAL FOR STAND
ALONE KCM SHELTER
AND PARATRANSIT
SHELTER
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:24 PM 1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ARP314
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM ROOF PLAN
PLATFORM - SECTOR C
JC DH CC
JC DH CC
12/10/2024 410ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
SCALE: 1/8" = 1'-0"
ENLARGED PLATFORM ROOF - SECTOR C 1
BT120-ARP311
SCALE: 1/8" = 1'-0"
ENLARGED PLATFORM ROOF
SECTOR D - SHELTER 2
BT120-ARP311
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
1
1
P P
1.A
1.B
1.C
1.1 1.2A
BT120-AEX711
ACCESS PANEL, TYP.
J
BT120-AED902
SYSTEM CAMERA, TYP.
LIGHTING, TYP.
ST SIGN, TYP.
1.A
1.B
1.C
1.1 1.2A
BT120-AEX711
HORIZONTAL LIFE LINE FALL
RESTRAINT SYSTEM, TYP.
PORTABLE
LADDER TIE-OFF A
BT120-AED916
1.31.4
BUS FLAG AT
FOREGROUND
TICKET VENDING
MACHINE
PUSH BUTTON AUDIO
SMART CARD
READER
ST SIGNAGE, TYP.
CLERESTORY FOR ART GLASS
INSTALLATION APA-1, ALUMINUM
STOREFRONT FRAME, SF-1, TYP.
METAL COLUMN
COVER, C-1, TYP
A
BT120-AID903
1
ST SIGN
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:26 PM 1/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
C. CHEANG
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APD101
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
ENLARGED PLATFORM PLANS & ELEVATION
PLATFORMJC DH CC
JC DH CC
12/10/2024 411ISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0" BT120-ACP212
PARTIAL REFLECTED CEILING PLAN - WEST 1
SCALE: 1/4" = 1'-0"
PARTIAL ENLARGED PLATFORM ROOF - WEST 2
BT120-ARP312
SCALE: 1/4" = 1'-0"BT120-AEE812
PARTIAL ELEVATION AT CANOPY - BUS BAY 1 A SCALE IN FEET
2 44 80
1 06/13/2025 ADDENDUM #1
11
1.A
1.B
1.C
1.E
1.D
1.F
1.1
1.2
1.3
1.4
1.5
1.6
1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
BUS BAY 1
BUS BAY 2
BUS BAY 3
BUS BAY 8
BUS BAY 4
BUS BAY 7 BUS BAY 6 BUS BAY 5
1
BT120-ANP212
1
BT120-ANP213
1
BT120-ANP214
1
BT120-ANP215
1.16 1.17
FACILITY
TYPE A7
STATION
IDENTIFICATION
TYPE B2 / TYPE D2
PLATFORM
IDENTIFICATION
TYPE C6
CUSTOMER
INFORMATION
TYPE F3
SIGNATE TYPES (NTS):
7'-11"
3'-0"3'-0"
CL CL
1'-0"
4'-0"
2'-0"
3'-10"
3'-10"
2'-0"
3'-9"
COLUMN WINDSCREEN
FRAME
SEE B/ BT120-AED915
FOR MOUNTING
DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE D/ BT120-AED914
FOR MOUNTING DETAIL
TYPE C3
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
2'-0"
3'-10"
3'-9"
TYPE B6
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
1'-2"
28 1/2"28 1/2"
6'-4"
6'-4"
1'-2"
CL
10'-2"
9'-0" MIN (D2)
8'-2" MIN, TYP
9'-0"
1'-4"
4'-0"
DIRECTIONAL
TYPE D14
2'-4"
1'-5"
C1 - DUAL
SIGNS FACILITY
TYPE E1/E6
SEE E/ BT120-AED914
FOR MOUNTING
DETAIL
TYPE R3
STAINLESS
STEEL
RAILINGS,
GDR-9
REGULATORY
EQ
EQ
2'-6"
MOUNTING DETAIL
PROVIDE BY SOUND
TRANSIT
10'-0"
TYPE F1
8'-0"
FACILITY
SEE C/ BT120-AED915
FOR MOUNTING
DETAIL
1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR
SITE SIGNAGE, AND TYPE R SIGNS THAT ARE OUTSIDE OF
BUS PLATFORM AREA.
2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS
CONTRACT. FOR BUILDING INFORMATION SIGNAGE REFER
TO SPECIFICATION SECTION 10 14 13 -BUILDING
INFORMATION SIGNAGE. ALL OTHER SIGNAGE, INCLUDING
SIGNAGE PANELS, INTEGRAL PENDANTS, INTEGRAL POLES,
INTEGRAL MOUNTING BRACKETS, AND FASTENERS SHALL BE
PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A
SEPARATE CONTRACT.
3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE
PROVIDED ON BT120-ANP211 TO 215, TYP. SEE ADDITIONAL
INFORMATION ON BT120-AEE ELEVATION DRAWING SERIES.
4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION
INSTALLATION. SIGNS WITH (*) TO INDICATE MOUNTING
BRACKET BY SOUND TRANSIT.
5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS
FOR LOCATION OF WALL-MOUNTED SIGNS.
6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE
CONTRACT. THEY ARE GRAPHICALLY SHOWN IN HALF TONE.
7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS
OR FOOTINGS UNDER THIS CONTRACT ARE IDENTIFIED BY
SIGNAGE MOUNTING DETAILS PROVIDED IN THIS CONTRACT.
NOTES:
SIGNAGE GRAPHIC LEGEND:
SIGNAGE TAG =
STA =
STA -F2.A -XXX A/BT120-AED9XX
SOUND TRANSIT STATION CODE
BT120 (SOUTH RENTON TRANSIT CENTER)
F2.A =SIGN TYPE . LAYOUT TYPE
A/BT120-AED9XX =MOUNTING DETAIL
=INDICATION OF PRIMARY SIGN FACE
=INDICATION OF SECONDARY SIGN FACE
XXX =UNIQUE LOCATION #
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:27 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ANP211
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
OVERALL SIGNAGE PLAN
PLATFORMJC DH CC
JC DH CC
1"=30'-0"
12/10/2024 412ISSUED FOR BID12/10/2024
SCALE IN FEET
15 3030 600
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1
1 06/13/2025 ADDENDUM #1
1
1
1
1
1
1.A
1.B
1.C
1.1 1.2 1.3 1.4
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-AP
P
2
1
3
BUS BAY 1
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-AN
P
2
1
3
CANOPY ABOVE OUTLINE
STRIDE
PYLON
STRIDE DIGITAL SIGN
CL
6'-0"
34'-0"
5'-0"
19'-0"
1'-2"
PBA (BY OTHERS)
SMART
CARD, TYP
(BY OTHERS)
BT120-C3-202 C/BT120-AED914
BT120-C6-203 D/BT120-AED914
BT120-C6-204 D/BT120-AED914
BT120-D2-307 A/BT120-AED914
BT120-A7-001 A/BT120-AED914
BT120-B2-101 A/BT120-AED914
BT120-B2-102 A/BT120-AED914
BT120-E1-401 E/BT120-AED914
BT120-E6-409 E/BT120-AED914
BT120-B2-106 A/BT120-AED914
BT120-C6-205 D/BT120-AED914
BT120-C6-206 D/BT120-AED914
BT120-F3.A-501 B/BT120-AED915
BT120-R3-702 A/BT120-AED915 (*)
BT120-R3-701 A/BT120-AED915 (*)
BT120-C6-215 D/BT120-AED914
BT120-C6-216 D/BT120-AED914
1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR
SITE SIGNAGE, AND TYPE R SIGNS THAT ARE OUTSIDE OF
BUS PLATFORM AREA.
2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS
CONTRACT. FOR BUILDING INFORMATION SIGNAGE REFER
TO SPECIFICATION SECTION 10 14 13 -BUILDING
INFORMATION SIGNAGE. ALL OTHER SIGNAGE, INCLUDING
SIGNAGE PANELS, INTEGRAL PENDANTS, INTEGRAL POLES,
INTEGRAL MOUNTING BRACKETS, AND FASTENERS SHALL BE
PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A
SEPARATE CONTRACT.
3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE
PROVIDED ON BT120-ANP211 TO 215, TYP. SEE ADDITIONAL
INFORMATION ON BT120-AEE ELEVATION DRAWING SERIES.
4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION
INSTALLATION. SIGNS WITH (*) TO INDICATE MOUNTING
BRACKET BY SOUND TRANSIT.
5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS
FOR LOCATION OF WALL-MOUNTED SIGNS.
6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE
CONTRACT. THEY ARE GRAPHICALLY SHOWN IN HALF TONE.
7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS
OR FOOTINGS UNDER THIS CONTRACT ARE IDENTIFIED BY
SIGNAGE MOUNTING DETAILS PROVIDED IN THIS CONTRACT.
NOTES:
SIGNAGE GRAPHIC LEGEND:
SIGNAGE TAG =
STA =
STA -F2.A -XXX A/BT120-AED9XX
SOUND TRANSIT STATION CODE
BT120 (SOUTH RENTON TRANSIT CENTER)
F2.A =SIGN TYPE . LAYOUT TYPE
A/BT120-AED9XX =MOUNTING DETAIL
=INDICATION OF PRIMARY SIGN FACE
=INDICATION OF SECONDARY SIGN FACE
XXX =UNIQUE LOCATION #
FACILITY
TYPE A7
STATION
IDENTIFICATION
TYPE B2 / TYPE D2
PLATFORM
IDENTIFICATION
TYPE C6
CUSTOMER
INFORMATION
TYPE F3
SIGNATE TYPES (NTS):
7'-11"
3'-0"3'-0"
CL CL
1'-0"
4'-0"
2'-0"
3'-10"
3'-10"
2'-0"
3'-9"
COLUMN WINDSCREEN
FRAME
SEE B/ BT120-AED915
FOR MOUNTING
DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE D/ BT120-AED914
FOR MOUNTING DETAIL
TYPE C3
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
2'-0"
3'-10"
3'-9"
TYPE B6
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
1'-2"
28 1/2"28 1/2"
6'-4"
6'-4"
1'-2"
CL
10'-2"
9'-0" MIN (D2)
8'-2" MIN, TYP
9'-0"
1'-4"
4'-0"
DIRECTIONAL
TYPE D14
2'-4"
1'-5"
C1 - DUAL
SIGNS FACILITY
TYPE E1/E6
SEE E/ BT120-AED914
FOR MOUNTING
DETAIL
TYPE R3
STAINLESS
STEEL
RAILINGS,
GDR-9
REGULATORY
EQ
EQ
2'-6"
MOUNTING DETAIL
PROVIDE BY SOUND
TRANSIT
10'-0"
TYPE F1
8'-0"
FACILITY
SEE C/ BT120-AED915
FOR MOUNTING
DETAIL
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:28 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ANP212
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM SIGNAGE PLAN
PLATFORM - SECTOR A
JC DH CC
JC DH CC
1/8" = 1'-0"
12/10/2024 413ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1
1
1
1 06/13/2025 ADDENDUM #1
1
1
1
1
1.A
1.B
1.C
1.5 1.6 1.7
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-AN
P
2
1
2
M
A
T
C
H
L
I
N
E
:
S
E
E
D
W
G
B
T
1
2
0
-
A
N
P
2
1
4
BUS BAY 2
BUS BAY 8 CANOPY ABOVE
STRIDE DIGITAL
SIGNS, TYP.
STRIDE
PYLON
KCM RTIS
BT120-TVM DECALS, TYP.
1'-2"
11'-0"
19'-6 1/2"
SMARTCARD (BY
OTHERS), TYP.
PBA (BY OTHERS), TYP.
BT120-C6-209 D/BT120-AED914
BT120-C6-207 D/BT120-AED914
BT120-B2-103 A/BT120-AED914
BT120-F3.A-502 B/BT120-AED915
BT120-E1-408 E/BT120-AED914
BT120-E6-411 E/BT120-AED914
BT120-C6-208 D/BT120-AED914
BT120-C6-213 D/BT120-AED914
BT120-B2-107 A/BT120-AED914
BT120-D2-304 A/BT120-AED914
BT120-C3-212 C/BT120-AED914
BT120-E6-410 E/BT120-AED914
BT120-E1-402 E/BT120-AED914
BT120-F3.A-508 E/BT120-AED914
BT120-E6-417 E/BT120-AED914
1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR
SITE SIGNAGE, AND TYPE R SIGNS THAT ARE OUTSIDE OF
BUS PLATFORM AREA.
2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS
CONTRACT. FOR BUILDING INFORMATION SIGNAGE REFER
TO SPECIFICATION SECTION 10 14 13 -BUILDING
INFORMATION SIGNAGE. ALL OTHER SIGNAGE, INCLUDING
SIGNAGE PANELS, INTEGRAL PENDANTS, INTEGRAL POLES,
INTEGRAL MOUNTING BRACKETS, AND FASTENERS SHALL BE
PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A
SEPARATE CONTRACT.
3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE
PROVIDED ON BT120-ANP211 TO 215, TYP. SEE ADDITIONAL
INFORMATION ON BT120-AEE ELEVATION DRAWING SERIES.
4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION
INSTALLATION. SIGNS WITH (*) TO INDICATE MOUNTING
BRACKET BY SOUND TRANSIT.
5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS
FOR LOCATION OF WALL-MOUNTED SIGNS.
6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE
CONTRACT. THEY ARE GRAPHICALLY SHOWN IN HALF TONE.
7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS
OR FOOTINGS UNDER THIS CONTRACT ARE IDENTIFIED BY
SIGNAGE MOUNTING DETAILS PROVIDED IN THIS CONTRACT.
NOTES:
SIGNAGE GRAPHIC LEGEND:
SIGNAGE TAG =
STA =
STA -F2.A -XXX A/BT120-AED9XX
SOUND TRANSIT STATION CODE
BT120 (SOUTH RENTON TRANSIT CENTER)
F2.A =SIGN TYPE . LAYOUT TYPE
A/BT120-AED9XX =MOUNTING DETAIL
=INDICATION OF PRIMARY SIGN FACE
=INDICATION OF SECONDARY SIGN FACE
XXX =UNIQUE LOCATION #
FACILITY
TYPE A7
STATION
IDENTIFICATION
TYPE B2 / TYPE D2
PLATFORM
IDENTIFICATION
TYPE C6
CUSTOMER
INFORMATION
TYPE F3
SIGNATE TYPES (NTS):
7'-11"
3'-0"3'-0"
CL CL
1'-0"
4'-0"
2'-0"
3'-10"
3'-10"
2'-0"
3'-9"
COLUMN WINDSCREEN
FRAME
SEE B/ BT120-AED915
FOR MOUNTING
DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE D/ BT120-AED914
FOR MOUNTING DETAIL
TYPE C3
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
2'-0"
3'-10"
3'-9"
TYPE B6
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
1'-2"
28 1/2"28 1/2"
6'-4"
6'-4"
1'-2"
CL
10'-2"
9'-0" MIN (D2)
8'-2" MIN, TYP
9'-0"
1'-4"
4'-0"
DIRECTIONAL
TYPE D14
2'-4"
1'-5"
C1 - DUAL
SIGNS FACILITY
TYPE E1/E6
SEE E/ BT120-AED914
FOR MOUNTING
DETAIL
TYPE R3
STAINLESS
STEEL
RAILINGS,
GDR-9
REGULATORY
EQ
EQ
2'-6"
MOUNTING DETAIL
PROVIDE BY SOUND
TRANSIT
10'-0"
TYPE F1
8'-0"
FACILITY
SEE C/ BT120-AED915
FOR MOUNTING
DETAIL
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:29 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ANP213
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM SIGNAGE PLAN
PLATFORM - SECTOR B
JC DH CC
JC DH CC
1/8" = 1'-0"
12/10/2024 414ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1
1
1
1
1 06/13/2025 ADDENDUM #1
1
11
1
1
1.E
1.D
1.F
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
MATCH LINE:
SEE DWG BT120-ANP213
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-AN
P
2
1
5
BUS BAY 7
BUS BAY 3
BUS BAY 6
KCM RTIS
KCM RTIS
EDGE OF CANOPY ABOVE
EDGE OF
CANOPY ABOVE
KCM RTIS
KCM RTIS
CL
BT120-E6-412 E/BT120-AED914
BT120-E1-407 E/BT120-AED914
BT120-D2-305 A/BT120-AED914
BT120-B2-104 A/BT120-AED914
BT120-C6-210 D/BT120-AED914
BT120-C6-211 D/BT120-AED914
BT120-D2-306 A/BT120-AED914
BT120-B2-105 A/BT120-AED914
BT120-C6-201 D/BT120-AED914
BT120-C6-214 D/BT120-AED914
BT120-E6-413 E/BT120-AED914
BT120-E1-403 E/BT120-AED914
BT120-E1-406 E/BT120-AED914
BT120-E6-414 E/BT120-AED914
BT120-B2-110 C/BT120-AED914
5'-1"
NOTES:
1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR SITE SIGNAGE, AND TYPE R SIGNS THAT
ARE OUTSIDE OF BUS PLATFORM AREA.
2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS CONTRACT. FOR BUILDING INFORMATION
SIGNAGE REFER TO SPECIFICATION SECTION 10 14 13 -BUILDING INFORMATION SIGNAGE. ALL OTHER
SIGNAGE, INCLUDING SIGNAGE PANELS, PENDANTS, POLES, INTEGRAL MOUNTING BRACKETS, AND
FASTENERS SHALL BE PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A SEPARATE
CONTRACT.
3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE PROVIDED ON BT120-ANP211 TO 215, TYP. SEE
ADDITIONAL INFORMATION ON BT120-AEE ELEVATION DRAWING SERIES.
4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION INSTALLATION. SIGNS WITH (*) TO INDICATE
MOUNTING BRACKET BY SOUND TRANSIT.
5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS FOR LOCATION OF WALL-MOUNTED SIGNS.
6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE CONTRACT. THEY ARE GRAPHICALLY SHOWN IN
HALF TONE.
7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS OR FOOTINGS UNDER THIS CONTRACT ARE
IDENTIFIED BY SIGNAGE MOUNTING DETAILS PROVIDED IN THIS CONTRACT.
SIGNAGE GRAPHIC LEGEND:
SIGNAGE TAG =
STA =
STA -F2.A -XXX A/BT120-AED9XX
SOUND TRANSIT STATION CODE
BT120 (SOUTH RENTON TRANSIT CENTER)
F2.A =SIGN TYPE . LAYOUT TYPE
A/BT120-AED9XX =MOUNTING DETAIL
=INDICATION OF PRIMARY SIGN FACE
=INDICATION OF SECONDARY SIGN FACE
XXX =UNIQUE LOCATION #
FACILITY
TYPE A7
STATION
IDENTIFICATION
TYPE B2 / TYPE D2
PLATFORM
IDENTIFICATION
TYPE C6
CUSTOMER
INFORMATION
TYPE F3
SIGNATE TYPES (NTS):
7'-11"
3'-0"3'-0"
CL CL
1'-0"
4'-0"
2'-0"
3'-10"
3'-10"
2'-0"
3'-9"
COLUMN WINDSCREEN
FRAME
SEE B/ BT120-AED915
FOR MOUNTING
DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE D/ BT120-AED914
FOR MOUNTING DETAIL
TYPE C3
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
2'-0"
3'-10"
3'-9"
TYPE B6
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
1'-2"
28 1/2"28 1/2"
6'-4"
6'-4"
1'-2"
CL
10'-2"
9'-0" MIN (D2)
8'-2" MIN, TYP
9'-0"
1'-4"
4'-0"
DIRECTIONAL
TYPE D14
2'-4"
1'-5"
C1 - DUAL
SIGNS FACILITY
TYPE E1/E6
SEE E/ BT120-AED914
FOR MOUNTING
DETAIL
TYPE R3
STAINLESS
STEEL
RAILINGS,
GDR-9
REGULATORY
EQ
EQ
2'-6"
MOUNTING DETAIL
PROVIDE BY SOUND
TRANSIT
10'-0"
TYPE F1
8'-0"
FACILITY
SEE C/ BT120-AED915
FOR MOUNTING
DETAIL
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:30 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ANP214
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM SIGNAGE PLAN
PLATFORM - SECTOR C
JC DH CC
JC DH CC
1/8" = 1'-0"
12/10/2024 415ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1
1
1
1 06/13/2025 ADDENDUM #1
1
1
1
1
1.E
1.D
1.F
1.15
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-AN
P
2
1
4
BUS BAY 5
BUS BAY 4
1.16 1.17
12'-0"3'-6"2'-0"
36'-0"54'-0"CL CL
BT120-F1.K-509 C/BT120-AED915
BT120-B6-109 C/BT120-AED914
BT120-E1-404 E/BT120-AED914
BT120-E6-415 E/BT120-AED914
BT120-E6-416 E/BT120-AED914
BT120-E1-405 E/BT120-AED914
BT120-B6-108 C/BT120-AED914 BT120-D14-309 C/BT120-AED914
BT120-D14-308 C/BT120-AED914
CES LIGHT POLE, TYP.
CL
CL CL CL CL
NOTES:
1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR SITE SIGNAGE, AND TYPE R SIGNS THAT
ARE OUTSIDE OF BUS PLATFORM AREA.
2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS CONTRACT. FOR BUILDING INFORMATION
SIGNAGE REFER TO SPECIFICATION SECTION 10 14 13 -BUILDING INFORMATION SIGNAGE. ALL OTHER
SIGNAGE, INCLUDING SIGNAGE PANELS, PENDANTS, POLES, INTEGRAL MOUNTING BRACKETS, AND
FASTENERS SHALL BE PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A SEPARATE
CONTRACT.
3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE PROVIDED ON BT120-ANP211 TO 215, TYP. SEE
ADDITIONAL INFORMATION ON BT120-AEE ELEVATION DRAWING SERIES.
4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION INSTALLATION. SIGNS WITH (*) TO INDICATE
MOUNTING BRACKET BY SOUND TRANSIT.
5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS FOR LOCATION OF WALL-MOUNTED SIGNS.
6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE CONTRACT. THEY ARE GRAPHICALLY SHOWN IN
HALF TONE.
7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS OR FOOTINGS UNDER THIS CONTRACT ARE
IDENTIFIED BY SIGNAGE MOUNTING DETAILS PROVIDED IN THIS CONTRACT.
SIGNAGE GRAPHIC LEGEND:
SIGNAGE TAG =
STA =
STA -F2.A -XXX A/BT120-AED9XX
SOUND TRANSIT STATION CODE
BT120 (SOUTH RENTON TRANSIT CENTER)
F2.A =SIGN TYPE . LAYOUT TYPE
A/BT120-AED9XX =MOUNTING DETAIL
=INDICATION OF PRIMARY SIGN FACE
=INDICATION OF SECONDARY SIGN FACE
XXX =UNIQUE LOCATION #
FACILITY
TYPE A7
STATION
IDENTIFICATION
TYPE B2 / TYPE D2
PLATFORM
IDENTIFICATION
TYPE C6
CUSTOMER
INFORMATION
TYPE F3
SIGNATE TYPES (NTS):
7'-11"
3'-0"3'-0"
CL CL
1'-0"
4'-0"
2'-0"
3'-10"
3'-10"
2'-0"
3'-9"
COLUMN WINDSCREEN
FRAME
SEE B/ BT120-AED915
FOR MOUNTING
DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE A/ BT120-AED914
FOR MOUNTING DETAIL
SEE D/ BT120-AED914
FOR MOUNTING DETAIL
TYPE C3
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
2'-0"
3'-10"
3'-9"
TYPE B6
CUSTOMER
INFORMATION
SEE C/ BT120-AED914
FOR MOUNTING DETAIL
1'-2"
28 1/2"28 1/2"
6'-4"
6'-4"
1'-2"
CL
10'-2"
9'-0" MIN (D2)
8'-2" MIN, TYP
9'-0"
1'-4"
4'-0"
DIRECTIONAL
TYPE D14
2'-4"
1'-5"
C1 - DUAL
SIGNS FACILITY
TYPE E1/E6
SEE E/ BT120-AED914
FOR MOUNTING
DETAIL
TYPE R3
STAINLESS
STEEL
RAILINGS,
GDR-9
REGULATORY
EQ
EQ
2'-6"
MOUNTING DETAIL
PROVIDE BY SOUND
TRANSIT
10'-0"
TYPE F1
8'-0"
FACILITY
SEE C/ BT120-AED915
FOR MOUNTING
DETAIL
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:31 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ANP215
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLATFORM SIGNAGE PLAN
PLATFORM - SECTOR D
JC DH CC
JC DH CC
1/8" = 1'-0"
12/10/2024 416ISSUED FOR BID12/10/2024
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
4 0 88 16
1
1
1 06/13/2025 ADDENDUM #1
1
1
1
1
1
1
1.A1.B1.C
A
BT120-AEX712
BUS BAY
FLAG POLE
WINDSCREEN
DOWSPOUT, C-1, TYP.
GUTTER, C-1, TYP.
PLATFORM
3'
-
9
"
V.I.F.
9'-4"
V.I.F.
13'-11 1/2"
V.I.F.
10'-7"
21'-4"
LAMINATED SAFETY
GLASS FOR ART WORK,
APA-1
PLASTIC GLAZING,
PP-1
9"
PLATFORM
HORIZONTAL LIFE
LINE FALL RESTRAINT
SYSTEM, TYP.
FACE OF
CLERESTORY
NO ART GLASS PANEL BEYOND
END COLUMN, TYP.
NOTE: FOR SIGNAGE LOCATIONS, SEE SIGNAGE SHEETS
V.I.F.
11'-9 1/2"
V.I.F.
15'-2 1/2"
1 / 48 SLOPE
1/2" / 12"
3'-6"3'-6"
STEEL COLUMN, C-1, TYP.
METAL COLUMN COVER,
C-1, TYP.
J
BT120-AED900
FASCIA, C-2, TYP.
14' - 0"14' - 0"
A
BT120-AED916
A
BT120-AED916
SMART CARD READER
PUSH BUTTON AUDIO
3/4" / 12"
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/5/2025 2:21:45 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE811
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
PLATFORM - END
JC DH CC
JC DH CC
1/2" = 1'-0"
12/10/2024 417ISSUED FOR BID12/10/2024
SCALE IN FEET
1 02 2 4
SCALE: 1/2" = 1'-0"
WEST ELEVATION FACING
RAINIER AVENUE S. - SECTOR D A
1 06/13/2025 ADDENDUM #1
1
1
1
1.11.21.31.4
A
BT120-AEX711
24'-0"24'-0"24'-0"
BENCH-1, TYP.
DIGITAL SIGN -STRIDECLOSED CIRCUIT
TELEVISION
CAMERA, TYP.
METAL FASCIA, C-2, TYP.
METAL SOFFIT PANEL, TYP.
METAL FASCIA, C-2, TYP.
TOP OF BUS BAY
PLATFORM, TYP.
A
BT120-APD101
RECESS LIGHT FIXTURE, TYP.
ACCESS HATCH, TYP.
LIGHT FIXTURE, TYP.
TICKET VENDING
MACHINE
WINDSCREEN
STRIDE PYLON
8'-3"
3'-10"
V.I.F.
9'-3"
PUSH BUTTON AUDIO
SMART CARD READER
CLERESTORY FOR ART GLASS
INSTALLATION APA-1, ALUMINUM
STOREFRONT FRAME, SF-1, TYP.
CONTINUOUS CANOPY
FASICA, C-2, TYP.
METAL COLUMN
COVER, C-1, TYP
CL
STEEL CLADDING,
C-2, TYP.
SMART CARD READER
D
BT120-AID908
5'-10"ST SIGNAGE, TYP.
CL TYP
5'-10"5'-10"
CLPLASTIC GLAZING,
PP-1, TYP.
BENCH-2
TRASH/ RECYCLING
RECEPTACLES
TYP
2'-8"
LR-1, TYP
CL
1.1 1.2 1.3 1.4
A
BT120-AEX711
24'-0"24'-0"24'-0"
WINDSCREEN
STRIDE
PYLON
LINEAR LIGHT FIXTURES AT
CANOPY METAL SOFFIT, TYP.
TRANSIT CENTER CANOPY
STEEL COLUMN, TYP.
STRUCTURAL STEEL ROD, TYP.
CANOPY FASCIA, C-2, TYP.
TRASH/RECYCLING
RECEPTACLES, TYP.
RECESS LIGHT
FIXTURE, TYP.
METAL ROOFING
METAL SOFFIT PANEL
TOP OF BUS BAY
PLATFORM, TYP.
ACCESS PANEL, TYP.
TICKET VENDING
MACHINE
HORIZONTAL LIFE LINE FALL
RESTRAINT SYSTEM, TYP.
8'-3"
3'-10"
V.I.F.
10'-4"
D
BT120-AED900
CL
ST SIGNAGE, TYP.6'-0"5'-10"CL
5'-10"
CL
LR-1, TYP.
LAMINATED SAFETY
GLASS FOR ART
WORK, APA-1, TYP
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:01:14 AM 1/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE812
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
PLATFORM - BUS BAY 1
12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1/4" = 1'-0" BT120-APP212
NORTH ELEVATION AT CANOPY - BUS BAY 1 A
SCALE: 1/4" = 1'-0" BT120-APP212
SOUTH ELEVATION AT CANOPY - BUS BAY B SCALE IN FEET
2 44 80
4 84 8
RTA/CN 0205-24
1.51.61.7
24'-0"24'-0"
STRIDE
PYLON, TYP.
KCM RTIS
SMART CARD
READER, TYP.
BENCH-2, TYP.ELECTRICAL
CABINET
TRASH RECEPTACLE, TYP.
ART INSTALLATION
APA-1 AT ALUMINUM
STOREFRONT FRAME,
SF-1, TYP
CLOSED CIRCUIT
TELEVISION
CAMERA, TYP.
CLOSED CIRCUIT
TELEVISION
CAMERA, TYP.
METAL SOFFIT
PANEL, TYP.
METAL FASCIA, C-2, TYP.
METAL ROOFING
BUS FLAG AT
FOREGROUND
LIGHT FIXTURE, TYP.
CLERESTORIES, TYP.
SMART CARD READER
TYP.
7'-0" A.F.F.
KCM RTIS
LIGHT
FIXTURE,
TYP.
SIGNAGE, SEE
SIGNAGE PLAN
ST SIGNAGE, TYP.
V.I.F.
9'-6"
3'-10"
8'-3"
ACCESS
HATCH, TYP.
8'-3"
3'-10"
V.I.F.
10'-3"
CLCL
J
BT120-AED900
5'-10"4'-6"
TYP
2'-8"
LR-1 @
FOREGROUND
CL
1.5 1.6 1.7
V.I.F.
9'-6"
3'-10"
8'-3"
8'-3"
3'-10"
V.I.F.
10'-3"
SMART CARD
READER, TYP.
LR-1
ELECTRICAL
CABINETTRASH
RECEPTACLE, TYP.
ART INSTALLATION,
APA-1, TYP
CLOSED CIRCUIT
TELEVISION
CAMERA, TYP.
METAL SOFFIT
PANEL, TYP.
METAL FASCIA, C-2, TYP.
METAL ROOFING
BUS FLAG AT
FOREGROUND
LIGHT FIXTURE, TYP.
CLERESTORIES, TYP.
PUSH BUTTON AUDIO
STRIDE DIGITAL SIGNS
LIGHT
FIXTURE, TYP.
ST SIGNAGE, TYP.
ACCESS
HATCH, TYP.
TVM
STRIDE PYLON
CL
CL
CL
PLASTIC
GLAZING, TYP.
5'-10"4'-6"
BENCH -2
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:34 PM 1/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE813
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
PLATFORM - BUS BAY 2 AND 8
JC DH CC
JC DH CC
12/10/2024 419ISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0" BT120-APP213
NORTH ELEVATION CANOPY - BUS BAY 2 A
SCALE IN FEET
2 44 80
SCALE: 1/4" = 1'-0" BT120-APP213
SOUTH ELEVATION CANOPY - BUS BAY 8 B
1
1
1 06/13/2025 ADDENDUM #1
11
1.121.131.141.15
24'-0"24'-0"24'-0"6'-0" TYP.
TRANSIT CENTER CANOPY
STEEL COLUMN, TYP.
STRUCTURAL STEEL ROD, TYP.
CANOPY FASCIA, C-2, TYP.
TRASH RECEPTACLE, TYP.
ART INSTALLATION,
APA-1, TYP BUS FLAG AT
FOREGROUND
PUSH BUTTON AUDIO
LIGHT FIXTURE, TYP.
CLOSED CIRCUIT
TELEVISION
CAMERA, TYP.
BUS FLAG AT
BACKGROUND
BENCH-2, TYP.
TOP OF BUS BAY
PLATFORM, TYP.
WINDSCREEN, TYP.
ST SIGNAGE, TYP.
8'-3"
3'-10"
V.I.F.
9'-11"
KCM RTIS
LEAN RAIL,
LR-1, TYP.
B
BT120-AED901
CONTINUOUS STEEL FASCIA, C-2
STEEL CLADDING, C-2, TYP.
METAL
COLUMN
COVER, C-1,
TYP.
STEEL COLUMN,
C-1, TYP.
ALUMINUM FRAMED
STOREFRONTS, SF-1, TYP.
CL 1
BT120-AED904
SIM
5'-10"5'-10"
CL
1
1.81.91.101.111.12 6'-0" TYP24'-0"24'-0"24'-0"24'-0"
TOP OF BUS BAY
PLATFORM, TYP.
KCM RTIS
V.I.F.
11'-5"
3'-10"
8'-3"
6'-0"2'-0"6'-0"2'-0"
CL
CL
ST SIGNAGE,
TYP.
ACCESS HATCH, TYP.
4'-10"
5'-10"
5'-10"13'-1"
BENCH-1
CL
LEAN RAIL, LR-1, TYP
TYP
2'-8"
CL
CL
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:35 PM 1/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE814
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
PLATFORM - BUS BAY 3
JC DH CC
JC DH CC
12/10/2024 420ISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0" BT120-APP214
NORTH ELEVATION - BUS BAY 3 - WEST A
SCALE: 1/4" = 1'-0" BT120-APP214
NORTH ELEVATION - BUS BAY 3 - EAST B SCALE IN FEET
2 44 80
NOTE:
SEE DWG BT120-AEE811 & BT120-AEE812 FOR SIMILAR INFORMATION
1
11
1 06/13/2025 ADDENDUM #1
11
1.11 1.12 1.13 1.14 1.15
24'-0"24'-0"24'-0"24'-0"6'-0"
BUS FLAG, TYP.
CLOSED CIRCUIT
TELEVISION CAMERA, TYP.
PUSH BUTTON AUDIO
TOP OF BUS BAY
PLATFORM, TYP.
ST SIGNAGE, TYP.
KCM RTIS 8'-3"
3'-10"
9'-11"
CONTINUOUS STEEL
FASCIA, C-2, TYP.
STEEL COLUMN, C-1, TYP.
CLCL
METAL COLUMN COVER,
C-1, TYP.
6'-0"2'-0"
5'-10"
CL
ACCESS
HATCH, TYP.
BENCH-2
5'-10"5'-10"13'-1"
1
1.8 1.9 1.10 1.11
TYP.
6'-0"24'-0"24'-0"24'-0"
ELECTRICAL
CABINET
PUSH
BUTTON
AUDIO
BUS FLAG
BENCH-2, TYP.
TRANSIT CENTER CANOPY
STEEL COLUMN, TYP.
STRUCTURAL STEEL ROD, TYP.
CANOPY FASCIA, C-2, TYP.
LINEAR LT.
FIXTURES, TYP.
WINDSCREEN, TYP.
KCM RTIS
CLOSED CIRCUIT
TELEVISION
CAMERA, TYP.
ART INSTALLATION, APA-1
TOP OF BUS BAY
PLATFORM, TYP.
ST SIGNAGE, TYP.
HORIZONTAL LIFE LINE FALL
RESTRAIN SYSTEM, TYP.
11'-4"
3'-10"
8'-3"
F
BT120-AED900
H
BT120-AED900
ST SIGNAGE,
TYP.
CONTINUOUS STEEL
FASCIA, C-2, TYP.
CL
CL
H
BT120-AED900
LR-1, TYP.LR-1, TYP.
6'-0"2'-0"
5'-10"
4'-10"
A
BT120-AID908
ART GLASS APA-1
INSTALLATION AT WITH
ALUMINUM STOREFRONT
FRAME SF-1, TYP.
TYP
2'-8"
CL
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:37 PM 1/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE815
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
PLATFORM - BUS BAY 6 AND 7
JC DH CC
JC DH CC
12/10/2024 421ISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0" BT120-APP214
SOUTH ELEVATION - BUS BAY 6 B
SCALE: 1/4" = 1'-0" BT120-APP214
SOUTH ELEVATION - BUS BAY 7 A
SCALE IN FEET
2 44 80
NOTE:
SEE DWG BT120-AEE811 & BT120-AEE812 FOR SIMILAR INFORMATION
1 06/13/2025 ADDENDUM #1
1
1
1
1.E
STEEL MEMBERS OF
SHELTER TO BE
PAINTED, C-2, TYP.
PLASTIC GLAZING,
PP-1, TYP.
ROOF PANEL, PP-2, TYP.
1.161.17
BENCH-2
PAINTED STEEL, C-2, TYP.
PLASTIC GLAZING,
PP-1, TYP.
E
BT120-AEX714
C
BT120-AEX714
D
BT120-AEX714
D
BT120-AEX714
OPP.
LR-1
1.16 1.17
C-2, TYP.
E
BT120-AEX714
C-2, TYP.
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
PARATRANSIT SHELTER HAS SIMILAR ELEVATIONS
ELEVATIONS NOTE:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:01:21 AM
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE816
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
PLATFORM - BUS BAY 4
12/10/2024 J.C. D.H. C.C.
1/2" = 1'-0
ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE IN FEET
2 44 80
SCALE: 1/2" = 1'-0" BT120-APP213
EAST ELEVATION - KCM SHELTER /
PARATRANSIT SHELTER B
SCALE: 1/2" = 1'-0" BT120-APP213
NORTH ELEVATION - KCM SHELTER /
PARATRANSIT SHELTER A
SCALE: 1/2" = 1'-0" BT120-APP213
SOUTH ELEVATION - KCM SHELTER /
PARATRANSIT SHELTER C
4 4
RTA/CN 0205-24
1.A1.B1.C
A
BT120-AEX712
14'-0"14'-0"
TRANSIT CENTER CANOPY
STEEL COLUMN, C-1, TYP.
CANOPY
FASCIA, C-2,
TYP.
METAL
ROOFING
METAL SOFFIT
PANEL, TYP.
GUTTER, C-1, TYP.
ST SIGNAGE
TOP OF BUS BAY
PLATFORM., TYP.
A
BT120-AED900
A
BT120-AED900
B
BT120-AED900
E
BT120-AED900
3'
-
9
"
10
'
-
3
"
V.
I
.
F
.
14
'
-
1
0
"
V.
I
.
F
.
11
'
-
6
"
TRASH/ RECYCLING
RECEPTACLES, TYP.
RAILING, GDR-9
SMART CARD
READER
HORIZONTAL LIFELINE
FALL RESTRAINT
SYSTEM, TYP.
PLATFORMPLATFORM
3' - 6"3' - 6"
1
BT120-AED904
V.
I
.
F
.
16
'
-
1
"
V.
I
.
F
.
12
'
-
8
1
/
2
"
A
BT120-AID906
ST SIGNAGE
OPP
5'-6"CLCLCL
3/4" / 12"
1/2" / 12"
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
A
-
v
2
0
2
0
.
r
v
t
6/
5
/
2
0
2
5
2
:
0
0
:
3
0
P
M
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEX711
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
CROSS SECTIONS
PLATFORMJCDH CC
JC DH CC
12/10/2024 423ISSUED FOR BID12/10/2024
NOTE:
SEE SHEET BT120-AEE811 & BT120-AEE812 FOR SIMILAR INFORMATION
SCALE IN FEET
1 02 2 4SCALE: 1/2" = 1'-0"BT120-ACP212
TRANSVERSE SECTION AT CANOPY COLUMN A
1 06/13/2025 ADDENDUM #1
1
1
1
1
1
1.1 1.2 1.3 1.4
A
BT120-AEX711
V.I.F
9'-5" MIN.
TRASH/ RECYCLING
RECEPTACLES, TYP.
ST SIGN, SEE SIGNAGE PLAN, TYP.
WINDSCREEN, TYP.TICKET VENDING
MACHINE
STRIDE PYLON
LIGHT FIXTURE, TYP.
1
BT120-AED912
H
BT120-AED900
G
BT120-AED900
C
BT120-AED900
STEEL COLUMN, C-1, TYP
ALUMINUM-FRAMED
STOREFRONT, SF-1, TYP
METAL COLUMN
COVER, C-1, TYP
HORIZONTAL LIFELINE
FALL RESTRAINT SYSTEM
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:01:23 AM 1/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEX712
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
LONGITUDINAL SECTIONS
PLATFORM12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1/4" = 1'-0"BT120-APP212
TYPICAL LONGITUDINAL SECTION AT CANOPY A
SCALE IN FEET
2 44 80
4 4
RTA/CN 0205-24
1.2
METAL COLUMN
COVER, C-1, TYP.
DOWNSPOUT
GUTTERS
A
BT120-AED904
OVERFLOW
1.B
METAL COLUMN
COVER, C-1,
TYP.
DOWNSPOUT
B
BT120-AED904
OVERFLOW
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:30:42 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEX713
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
SECTIONS
PLATFORM12/10/2024 J.C. D.H. C.C.
1/2" = 1'-0"
ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1/2" = 1'-0" BT120-AED903
SECTION @ CABLE RACEWAY I A
SCALE: 1/2" = 1'-0" BT120-AED903
SECTION @ CABLE RACEWAY II B
SCALE IN FEET
1 02 2 4
4
RTA/CN 0205-24
PAINTED STEEL
OUTSIDE BEAM, C-2
-
(2) SST, SELF-TAPING SCREWS
#10-24, 12" OC
CONT ISOLATION MATERIAL
CONT EXTRUDED ALUM
MULLION BAR AND CAP
ACRYLIC ROOF PANEL, PP-2,
TYP. EA SIDE AS INDICATED
SST CAP SCREW BY
MULLION MFR
T SHAPE STRUCTURAL
SUPPORT BEAM
PAINTED STEEL
OUTSIDE BEAM, C-2
CONT EXTRUDED ALUM MULLION
BAR AND CAP W/ END CAP FILLER,
CENTER ON HSS AS INDICATED
ACRYLIC ROOF
PANEL, PP-2
SST CAP SCREW BY
MULLION MFR
-
1.E
-
A
-
B
ROOF PANEL,
PP-2, TYP.
C-2
LR-1
1/2" / 12"
D
BT120-AEX714
CONT EXTRUDED ALUM
MULLION BAR AND CAP
ACRYLIC ROOF PANEL, PP-2,
TYP. EA SIDE AS INDICATED
STRUCTURAL BEAM
METAL CLIP
METAL FLASING
STEEL FASCIA, C-2, TYP.
SEE C/ BT120-AEX714 FOR ACRYLIC ROOF PANEL SUPPORT
D
BT120-AEX714
CONT EXTRUDED ALUM
MULLION BAR AND CAP
ACRYLIC ROOF PANEL,
PP-2, TYP. EA SIDE AS
INDICATED
STRUCTURAL BEAM
METAL CLIP
STEEL FASCIA, C-2,
TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:38 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEX714
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
SHELTER SECTION & DETAILS
PLATFORMJC DH CC
JC DH CC
12/10/2024 426ISSUED FOR BID12/10/2024
SCALE: 3" = 1'-0"BT120-AEE816
ROOF CONNECTION @ MIDDLE BEAM C
SCALE: 3" = 1'-0"BT120-AEE816
ROOM CONNECTION @ END BEAM D
SCALE: 1/2" = 1'-0"BT120-AEE816
SECTION AT SHELTER E
SCALE: 3" = 1'-0"
SHELTER FASCIA AT LOWER ROOF A
-SCALE: 3" = 1'-0"
SHELTER FASCIA AT HIGHER ROOF B
-
1 06/13/2025 ADDENDUM #1
1
1
1
STANDING SEAM
METAL ROOFING
20 GA. - 1.5" METAL DECK
3" DIA.
DOWNSPOUT
BEYOND
STRUCTURAL BEAM
STEEL CLADDING,
C-2, TYP.
SEE STOREFRONT
SCHEDULE
STRUCTURAL
COLUMN BEYOND
GUTTER, C-1, TYP.
5"6"
ROOF SHEATHING
STRUCTURAL COLUMN
2X WOOD FRAME
STANDING SEAM
METAL ROOFING
GUTTER, C-1, TYP.
3" DIA. DOWNSPOUT
BEYOND
SEE STRUCT.
METAL FLASHING
METAL SOFFIT PANEL
4"
20 GA. - 1.5" METAL DECK
ROOF SHEATHING
STEEL CLADDING, C-2
METAL FLASHING
STANDING SEAM ROOFING
METAL STRUCTURAL DECK
STRUCTURAL BEAM
& METAL BRACKET
SOFFIT PANEL
ROOF SHEATHING
METAL CLIP, TYP.
STRUCTURAL COLUMN
BEYOND
3" DIA. DOWNSPOUT
3" DIA. OVER FLOW
DOWNSPOUT
2"
3" DIA. UPPER DOWNSPOUT
UPPER GUTTER
LOWER GUTTER
DOWNSPOUT DAYLIGHT
BELOW METAL SOFFIT
OUTRIGGER, SEE
STRUCTURAL DWG
STRUCTURAL ROD AND CONNECTING
PLATE, SEE STRUCTURAL DRAWING
STEEL FASCIA, C-2, TYP.
STANDING SEAM ROOFING
20 GA. - 1.5" METAL DECK
STRUCTURAL MEMBER
SOFFIT PANEL
METAL GIRT
ROOF SHEATHING
-
TO EDGE OF FASCIA
1'-0"
STANDING SEAM
METAL ROOFING
20 GA. - 1.5"
METAL DECK
GUTTER, C-1, TYP.
3" DIA. DOWNSPOUT
BEYOND
SEE STRUCT.
METAL FLASHING
METAL SOFFIT PANEL
8"
4"
STEEL CLADDING, C-2
3" DIA. DOWNSPOUT INSIDE
CONDUITE RACEWAY
5" DIA. CLEANOUT
COVER
CUT HOLE IN COLUMN
COVER FOR 4" DIA.
CLEANOUT
CONCRETE PLATFORM
3" DIA. OVERFLOW INSIDE
CONDUITE RACEWAY
CL
METAL COLUMN COVER,
C-1, TYP.
DAYLIGHTED OVERFLOW
DRAIN WITH METAL
INSECT SCREEN
8" V.I.F.
NOTE: LOCATE DRAIN CLEANOUT AT COLUMN
SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY
OBJECTS ON THE PLATFORM FOR ACCESS
NOTES:
1. ROOF PENETRATIONS SHALL HAVE A MIN. 12"
CLEARANCE ON ALL SIDES FROM WALLS, CURBS
AND OTHER ROOF PENETRATIONS.
2. PENETRATIONS SHALL BE RIGID, ROUND OR
SQUARE TUBE AND EXTEND PERPENDICULAR
FROM THE ROOF STRUCTURE.
3. TIE-BACK ANCHORS SHALL BE COMPLETELY
WATER TIGHT ABOVE ROOF MEMBRANE
FLASHING.
4. REFER TO STRUCTURAL DRAWINGS FOR
ATTACHMENT AND LOCATION OF TIE-BACK
ANCHORS.
FALL PROTECTION ANCHOR SYSTEM,
SEE ROOF PLAN FOR LOCATIONS.
INSTALL IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS.
SEAMLESS SPUN ALUMINUM
FLASHING
RUBBER COLLAR FLASHING
ROOFING SYSTEM AS SPECIFIED
TIE-BACK ANCHORED TO
CONCRETE STRUCTURE PER
MANUFACTURER INSTRUCTIONS
WEATHER RESISTIVE
BARRIER AND AIR BARRIER
1.5" METAL DECK
STRUCTURAL COLUMN
CUSTOMIZED CRICKET
SHEET METAL FLASHING
CUSTOMIZED CRICKET
OUTLINE UNDER ROOFING
EDGES OF STANDING
SEAM ROOFING
COLUMN METAL
CLADDING
FASTENER, BY
METAL CLADDING
MNF.
BRAKE METAL
TO SUPPORT
LIGHT FIXTURE
LIGHT FIXTURE
FASTENER
COLUMN METAL
CLADDING
LOCKABLE LID
FLUSH WITH ADJACENT
CONCRETE SURFACE
METAL HYDRANT BOX
OUTER CASING PIPE
CONCRETE
GRAVELS
0' - 6 1/2"
0' - 6 1/2"
6 1/2".
2 1/2".
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:30:47 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED900
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
CANOPY DETAILS
PLATFORM12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1 1/2" = 1'-0" BT120-AEX711
UPPER GUTTER B
SCALE: 1 1/2" = 1'-0" BT120-AEX711
LOWER GUTTER @ WINDOW E
SCALE: 3" = 1'-0" BT120-AEX712
CANOPY DETAILS - RAKE CONDITION C
SCALE: 1 1/2" = 1'-0" BT120-AEE815
UPPER/ LOWER GUTTER ELEVATION F
SCALE: 3" = 1'-0" BT120-AEX711
FASCIA DETAIL A
SCALE: 1 1/2" = 1'-0" BT120-AEX712
LOWER GUTTER @ END CANOPY G
SCALE: 1 1/2" = 1'-0" BT120-AEE815
DOWNSPOUT CLEANOUT H
SCALE: 1 1/2" = 1'-0" BT120-AEE812
LIFE LINE FALL RESTRAINT ANCHOR D
SCALE: 1 1/2" = 1'-0"
CRICKET DETAIL AROUND COLUMN 1
SCALE: 1 1/2" = 1'-0" BT120-AEE811
LIGHTING FIXTURE MOUNTING DETAIL J
SCALE: 3" = 1'-0"
GROUND HYDRANT BOX
(NON-FREEZE)K
4
RTA/CN 0205-24
1.E
1.13B
BT120-AED901
-
A
LR-1: LEAN RAIL, LR-1, TYP.
WINDSCREEN FRAME
CANOPY COLUMN
EXPANSION
JOINT, TYP.
-
C
CL 5'-0"
1'-6"
6' - 0" TYP.
7'-8"
BENCH-2, TYP @
ADA WAITING AREA
3'-10"
LR-1, C-2, TYP.
LAMINATED SAFETY
GLASS FOR ART
WORK, APA-1
METAL COLUMN COVER, C-1,
TYP.
8'-0"
2'-2"
PLASTIC GLAZING, PP-1
PAINTED STEEL,
C-2, TYP.
A.F.F.
7'-0"
HIGH POINTLOW POINT
1'-0"
WINDSCREEN
METAL COLUMN
COVER, C-1, TYP.
D
BT120-AED902
A
BT120-AED902
E
BT120-AED902
B
BT120-AED902
C
BT120-AED902
F
BT120-AED902
G
BT120-AED902
LAMINATED SAFETY
GLASS FOR ART
WORK, APA-1
PLASTIC GLAZING, PP-1
BENCH-2 AT ADA
WAITING AREA
1.E
WINDSCREEN
LEAN RAIL
CANOPY COLUMN
LAMINATED SAFETY GLASS
FOR ART WORK, APA-1
PLASTIC GLAZING, PP-1
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP.
2. ALL LEAN RAILS ARE LR-1 TYPE, TYP.
3. ART GLASS INSTALLATION SHALL BE PROVIDED FOR
THE UPPER PORTION OF THE WINDSCREEN.
GENERAL NOTES:
EXTERIOR COLOR NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:01:27 AM
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED901
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
WINDSCREEN DETAILS
PLATFORM12/10/2024 J.C. D.H. C.C.
1/2" = 1'-0"
ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1/2" = 1'-0" BT120-APP212
ENLARGED PLAN - WINDSCREEN 1
SCALE: 1/2" = 1'-0"
TYP WINDSCREEN ELEVATION - BACK C
-SCALE: 1/2" = 1'-0"
TYP WINDSCREEN ELEVATION - FRONT B
-
SCALE: 1/2" = 1'-0"
TYP WINDSCREEN ELEVATION - RIGHT A
-
SCALE IN FEET
1 02 2 4
4 84 8
RTA/CN 0205-24
AL
I
G
N
ART GLASS INSTALLATION
APA-1, ALUMINUM STOREFRONT
FRAME, SF-1, TYP.
PAINTED WINDSCREEN
FRAME
FASTENER
AL
I
G
N
ART GLASS INSTALLATION
APA-1, ALUMINUM STOREFRONT
FRAME, SF-1, TYP.
PAINTED WINDSCREEN FRAME
SST ANGLE FASTENED TO
HSS OR STL WELDED TO HSS
EPDM GASKET
PLASTIC GLAZING, PP-1
THROUGH BOLT WITH
REMOVABLE TAMPER-
RESISTANT FASTENER
FASTENER
PAINTED WINDSCREEN
FRAME
EPDM GASKET
PLASTIC GLAZING, PP-1
SST GLASS STOP CHANNEL W/
REMOVABLE TAMPER-
RESISTANT FASTENER
VARIES
(6" MIN AFF)
ART GLASS INSTALLATION
APA-1, ALUMINUM
STOREFRONT FRAME, SF-1,
TYP.
PAINTED WINDSCREEN
POST/ FRAME
AL
I
G
N
ART GLASS INSTALLATION
APA-1, ALUMINUM STOREFRONT
FRAME, SF-1, TYP.
PAINTED WINDSCREEN POST
FASTENER
PAINTED WINDSCREEN
POST/ FRAME
SEE 3/BT120-SGD136
PLASTIC GLAZING, PP-1
CONCRETE PLATFORM
ART GLASS INSTALLATION
APA-1, ALUMINUM STOREFRONT
FRAME, SF-1, TYP.
PAINTED WINDSCREEN
POST/ FRAME
PLASTIC GLAZING, PP-1
1.2
DOUBLE SIDED VMS/RTIS
HSS STRUCTURAL
MEMBER
CANOPY
3'-0" TYP
1'-8" @ BAY 1
CL
CL
W/ ST & KCM EQUIPMENT REQ
VERIFY ATTACHMENT SPACING
STL PLATE, PER
STRUCTURAL
VMS/RTIS SUPPORT, TYP.
CONT HSS
STRUCTURAL MEMBER
H
-
1.A
VMS/RTIS BY OTHERS, RTIS
BRACEKT ENCLOSURE BY
OTHERS
STL MOUNTING PL @ VMS/RTIS
LOCATIONS PER STRUCTURAL
A / BT120-SGD113
CANOPY SOFFIT
HSS STRUCTURAL
MEMBER
HSS STRUCTURAL
MEMBER
3'-0" TYP
1'-8" @ BAY 1
PROVIDE METAL
ESCUTCHEON TRIM, FINISH
TO MATCH CANOPY SOFFIT
PANEL, TYP.
SUPPORT MOUNTING ARM/
HANGING PIPE, TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:01:28 AM
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED902
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
WINDSCREEN DETAILS
PLATFORM12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0" BT120-AED901
WINDSCREEN - TOP_DOC A
SCALE: 3" = 1'-0" BT120-AED901
WINDSCREEN - MIDDLE B
SCALE: 3" = 1'-0" BT120-AED901
WINDSCREEN - BOTTOM C
SCALE: 3" = 1'-0" BT120-AED901
WINDSCREEN - TOP CORNER D
SCALE: 3" = 1'-0" BT120-AED901
WINDSCREEN - SIDE E
SCALE: 3" = 1'-0" BT120-AED901
WINDSCREEN - BOTTOM CONNECTION F
SCALE: 3" = 1'-0" BT120-AED901
WINDSCREEN - MIDDLE CONNECTION G
SCALE: 1" = 1'-0" BT120-APD101
RCP @ VMS & RTIS DETAIL J
SCALE: 1 1/2" = 1'-0" BT120-AED902
VMS & RTIS DETAIL H
4 94 9
RTA/CN 0205-24
1.B
1.2
A
BT120-AEX713
B
BT120-AEX713
METAL COLUMN
COVER, C-1, TYP.
DOWNSPOUT
DAYLIGHTED
OVERFLOW
DRAIN
METAL COLUMN
COVER, C-1, TYP.
ABOVE
GUTTER
ABOVE
OUTRIGGER
ABOVE
OUTRIGGER
4"
4"
CONDUIT,
TYP.
FASTENER, TYP.
UNDER CONCRETE
SLAB DRAIN PIPE, TYP.
CATCH BASIN, TYP.
DRAIN, CONNECT TO
DRAIN PIPE, TYP.
1.B
1.2
A
BT120-AEX713
METAL COLUMN
COVER, C-1,
TYP.
EDGE OF
STRUCTURAL
BEAM,
OVERFLOW
DRAIN HOLE
UPPER
DOWNSPOUT
DOWNSPOUT
DRAIN HOLE
STRUCTURAL
COLUMN
EDGE OF
GUTTERBELOW
OUTRIGGER
ABOVE
OUTRIGGER
FASTENER,
TYP.
1.B
1.2
A
BT120-AEX713
METAL COLUMN
COVER, C-1, TYP.
ART
INSTALLATION
, APA-1 &
FRAME
UPPER
DOWNSPOUT
DOWNSPOUT
DRAIN HOLE
OVERFLOW
DRAIN HOLE
CANOPY COLUMN
BELOW
OUTRIGGER
ABOVE
OUTRIGGER
EDGE OF
ROOFING
EDGE OF BEAM,
SEE STRUCTURAL
FASTENER,
TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
T
FU
L
L
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C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:30:55 PM 3" = 1'-0"
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED903
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
CONDUIT RACEWAY DETAILS
PLATFORM12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0" BT120-APP212
ENLARGED COLUMN - LOWER 1
SCALE: 3" = 1'-0"
ENLARGED COLUMN - HIGHER 3
SCALE: 3" = 1'-0"
ENLARGED COLUMN - MIDDLE 2
SCALE IN FEET
01/41/2 1/2
4
RTA/CN 0205-24
1.2
B
BT120-AEX713
METAL
COLUMN
COVER, C-1,
TYP.
DOWNSPOUT
GUTTERS
DOWNSPOUT
SOFFIT
2" CONDUIT
OVERFLOW
1" CONDUIT
1.B
A
BT120-AEX713
METAL
COLUMN
COVER, C-1,
TYP.
DOWNSPOUT
STRUCT. BEAM
SOFFIT
SOFFIT
GLAZING &
FRAME
STRUCT. BEAM
OVERFLOW
GUTTER
GUTTER
ART
INSTALLATION
, APA-1
WOOD
BLOCKING,
TYPICAL
OR ACCESS PANEL
@ LIGHT FIXTURE
SUPPORTING PIPES
FOR VMS AND RTIS
BY OTHERS
6"
SEE STRUCTRUAL DRAWING
A/BT120-SGD113 FOR
ATTACHMENT TO STRUCTURE
12"L REMOVABLE SHEET METAL
PANEL W/ TAMPER PROOFED
FASTENER WHERE
ATTACHMENT OCCURS, MATCH
SOFFIT FINISH
GIRTS FOR SOFFIT
SUPPORT, TYP
METAL SOFFIT, TYP
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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FU
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:01:31 AM
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED904
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
CONDUIT RACEWAY DETAILS
PLATFORM12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1 1/2" = 1'-0" BT120-AEX713
CONDUIT RACEWAY @ LOWER SOFIT A
SCALE: 1 1/2" = 1'-0"
CONDUIT RACEWAY ENLARGED DETAIL B
BT120-AEX713 SCALE: 3" = 1'-0" BT120-AEE814
OPENING DETAIL @ SOFFIT 1
4 4
RTA/CN 0205-24
GUTTER
METAL COLUMN COVER, C-1, TYP.
CLERESTORY ALUMINUM
STOREFRONT FRAME SF-1 &
ART GLASS APA-1, TYP
STRUCTURAL COLUMN
STRUCTURAL BEAM
OVERFLOW2"
BRAKE SHAPED
ALUMINUM TO MATCH
SF-1 FINISH
JOINT SEALANT AND
PROVIDE DISSIMILAR METAL
PROTECTION, TYP
STEEL TRIM TO MATCH
COLUMN COVER FINISH, TYP
4"
JOINT SEALANT AND
PROVIDE DISSIMILAR METAL
PROTECTION, TYP
1.1 1.2
7"22'-10"7"
EQ EQ EQ EQ EQ
A
-
B
-
2
-V.I.F.
2' - 5"
STANDING SEAM
METAL ROOFING
METAL DECK
UPPER STRUCTURAL BEAM
GUTTER
3"
ROOF SHEATHING
STRUCTURAL COLUMN
AT BACKGROUND
METAL ANGLE, TYP
3" DIA. DOWNSPOUT BEYOND
CLERESTORY ALUMINUM
STOREFRONT FRAME SF-1 &
ART GLAZING APA-1
STEEL CLADDING & FLASHING,
FINISH TO MATCH FASCIA, C-2,
PROVIDE DISSIMILAR METAL
PROTECTION, TYP
METAL ROOFING
METAL FLASHING
METAL DECK
ROOF SHEATHING
ALUMINUM STOREFRONT
FRAME SF-1 FOR APA-1
LOWER
STRUCTURAL BEAM
STRUCTURAL COLUMN AT
BACKGROUND
4"
STEEL CLADDING,
C-1, TYP
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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FU
L
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A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:30:58 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED912
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
CLERESTORY DETAILS
PLATFORM12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0"
CLERESTORY - JAMB 2
-
SCALE: 3/4" = 1'-0" BT120-AEX712
CLERESTORY 1
SCALE: 3" = 1'-0"
CLERESTORY - HEAD A
-SCALE: 3" = 1'-0"
CLERESTORY - SILL B
-
4
RTA/CN 0205-24
PAINTED STEEL MOUNTING
PLATE & SUPPORT ROD
PROVIDED BY CONTRACTOR,
TYP
6"
1"4"1"
CLCL
7"
6"
SEE 2/BT120-SGD113
METAL SOFFIT
6"
6"X 12" REMOVABLE
SHEET METAL TRIM FOR
ANCHOR ACCESS WHERE
BRACKET OCCURS, TYP
SOFFIT
PANEL TRIM
1 3/4"1/4"
VERTICAL STEEL CHANNEL BAR
WELDED TO COLUMN FOR
HORIZONTAL ANGLE MOUNTING
METAL COLUMN COVER
BOTTOM OF SIGN
ST SIGNAGE (NOT SHOWN ON ELEVATION
VIEW FOR CLARITY)
ADJUST HORIZONTAL ANGLE
LENGTH TO ACCOMODATE
DUAL SIGNS MOUNTING AS
NEEDED, TYP.
ADJUST HORIZONTAL ANGLE
LENGTH TO ACCOMODATE
DUAL SIGNS MOUNTING AS
NEEDED, TYP.
FACE OF STRUCTRUAL
COLUMN
2'-0" TYP
TOP OF PLATFORM
OVERFLOW DRAIN
ROOF DOWNSPOUT
SECTION ELEVATION
COORDINATE WITH SIGNAGE WIDTH
1'-7"
3'-10" COORD WITH SIGN HEIGHT
6"
1'-3"1'-1"
1 1/2"
1/2"
3'-0"
1'-2 1/4"
DOUBLE NUTS
ST SIGNAGE BASE
FOUR (4) 1/2" DIA. x 4 1/2" MIN.
EMBEDED STAINLESS STEEL
ANCHOR BOLTS AND PENTA-
NUT SET WITH ST PROVIDED
TEMPLATE
MIN.
4 1/2"
REBAR (3) #4 EACH WAY CLEARANCE
3" MIN
CL
EQ EQ
8"
1'-3"1'-1"
1 1/2"
1/2"
1'-4 1/4"
DOUBLE NUTS
FOUR (4) 5/8" DIA. x 6" MIN.
EMBEDED STAINLESS STEEL
ANCHOR BOLTS AND PENTA-
NUT SET WITH ST PROVIDED
TEMPLATE
ST SIGNAGE BASE
4'-0".
EMBED.
6" MIN
REBAR (3) #4 EACH WAY
CLEARANCE
3" MIN
CL
EQ EQ
8"
1"
1"
1/2"
3'-0"
1'-2 1/4"
DOUBLE NUTS
ST SIGN POLE AND MOUNTING
ACESSORY
EMBED
6" MIN
REBAR (3) #4 EACH WAY
CLEARANCE
3" MIN
CL
EQ EQ
STAINLESS STEEL ANCHOR
BOLTS AND NUTS SET WITH
ST PROVIDED TEMPLATE
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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1
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A
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FU
L
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C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:39 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED914
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
SIGNAGE DETAILS
PLATFORMJC DH CC
JC DH CC
3" = 1' -0"
12/10/2024 433ISSUED FOR BID12/10/2024
SCALE: 3" = 1'-0"
HANGING SIGNAGE A
SCALE: 3" = 1'-0"
SIGNAGE AT COLUMN D
SCALE: 3" = 1'-0"
SIGNAGE (C3) AT FREESTANDING POLE C
SCALE: 3" = 1'-0"
SIGNAGE (B6) AT FREESTANDING POLE B
SCALE: 3" = 1'-0"
SIGNAGE (E1) AT FREESTANDING POLE E
1 06/13/2025 ADDENDUM #1
1
1
1
1
1
1
8"
1'-0"
1"
1"
PT 1X2X3 TAB TO MATCH
WINDSCREEN FRAME,
PROVIDE DISSIMILAR
METAL PROTECTION, TYP
LINE OF WINDSCREEN,
NOT SHOWN FOR CLARITY
4" x 4" STRUCTURAL FRAME
NIC
3D VIEW ELEVATION VIEW
2'-0
"2'-
0
"
3/4' x 0.02" STAINLESS STEEL STRAP WITH
TIGHTENING CLIP AND FLARED LEG BRACKET
EQ
EQ
CL
3'-6"
ST SIGNAGE
SIGN POST, 4x4
SQUARE STEEL
TUBE, PAINTED C-1
12" x 12" x 3/8" METAL PLATE,
PAINTED C-1
6"
10"
FOUR (4) 1/2" DIA. x 4 1/2"
MIN. EMBEDED STAINLESS
STEEL ANCHOR BOLTS AND
PENTA-NUT SET
REBAR (3) #4 EACH WAY
CLEARANCE
3" MIN
CL
10'-0".
8'-0".
5"5"
3/16
SIGN AND MOUNTING
BRACKET TO THE POST
BY SOUND TRANSIT
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
T
FU
L
L
S
C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:39 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED915
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
SIGNAGE DETAILS
PLATFORMJC DH CC
JC DH CC
12/10/2024 434ISSUED FOR BID12/10/2024
SCALE: 3" = 1'-0"
F3 MOUNTING DETAILS B
SCALE: 3" = 1'-0"
SIGNAGE AT RAILING A
SCALE: 1 1/2" = 1'-0"
SIGNAGE - BREAKAWAY POST C
1
1 06/13/2025 ADDENDUM #1
1
1
1
1
45°
2"
3"4"
7
5
°
11"
2"
LADDER SECURE POINT 1" SQUARE
BENT BAR FILLET WELDS ON BOTH
SIDES TO BE DESIGNED FOR 300 LBS
PROVIDE SEALANT WHERE STEEL
BARS PENETRATE METAL FASCIA
1" SQUARE STIFFENER BAR, 1 3/4" LONG
METAL FASCIA
METAL SOFFIT
METAL STANDING SEAM ROOFING
LADDER SECURE POINT STEEL SHALL
RECEIVE HIGH PERFORMANCE COATING
(HPC), UNLESS SST.
NOTE:
3/16
3/16
1/2" STIFFENER PLATE
1"
(3) SIDES
3/16
(3) SIDES3/16
NS & FS
3/16
3/16
STRUCTURAL BEAM
UPPER AND LOWER CANOPY
4'-6".
CL
CL CL
9 1/2"
1 3/4"
STRUCTURAL BEAM
METAL FASCIA
2" x 3/8" STIFFENER PLATE
1'-10"
2"
1" SQUARE BAR W/
STIFFENER PLATE
1"
1"
EQ EQ
B
BT120-AED916
1"
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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1
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A
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FU
L
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A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:31:01 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED916
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
CANOPY DETAILS
PLATFORM12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0" BT120-AED916
LADDER TIE-OFF -SECTION B
SCALE: 3" = 1'-0" BT120-ARP312
LADDER TIE-OFF - ELEVATION A
4
RTA/CN 0205-24
P
1.A
1.B
1.C
1.E
1.D
1.F
1.1
1.2
1.3
1.4
1.5
1.6
1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
1
BT120-ACP212
1
BT120-ACP213
1
BT120-ACP214
1
1
1
1
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:41 PM 1/16" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ACP211
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
REFLECTED CEILING PLAN
PLATFORMJC DH CC
JC DH CC
12/10/2024 436ISSUED FOR BID12/10/2024
SCALE IN FEET
8 1616 320
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
P
1.A
1.B
1.C
A
BT120-AEX712
1.1 1.2 1.3 1.4
A
BT120-AEX711
B
BT120-AEE812
A
BT120-AEE812
1
BT120-APD101 A
BT120-AEE811
1'-0"11'-0"16'-0"16'-0"16'-0"13'-0"1'-0"
4'-0"
4'-0"
2' - 11"2' - 4 1/2"5' - 6 1/2"2' - 11"
ACCESS PANEL
VMS SIGN
METAL SOFFIT PANEL
CAMERA
LIGHT FIXTURE
STRIDE PYLON
LEGEND
LIGHT FIXTURE
SIGNAGE -SEE SIGNAGE PLAN
VMS
LIGHT FIXTURE
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:41 PM 1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ACP212
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
REFLECTED CEILING PLAN
PLATFORM - SECTOR A
JC DH CC
JC DH CC
12/10/2024 437ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
1.A
1.B
1.C
1.5 1.6 1.7
A
BT120-AEE813
1'-0"13'-0"22'-0"13'-0"9"
B
BT120-AEE813
4'-0"
4'-0"
DIGITAL SIGN -STRIDE
KCM RTIS
8' - 0"2' - 4 1/2"8' - 0"
ACCESS PANEL
VMS SIGN
METAL SOFFIT PANEL
CAMERA
LIGHT FIXTURE
STRIDE PYLON
LEGEND
LIGHT FIXTURE
SIGNAGE -SEE SIGNAGE PLAN
VMS
LIGHT FIXTURE
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:42 PM 1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ACP213
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
REFLECTED CEILING PLAN
PLATFORM - SECTOR B
JC DH CC
JC DH CC
12/10/2024 438ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
1
ACCESS PANEL
VMS SIGN
METAL SOFFIT PANEL
CAMERA
LIGHT FIXTURE
STRIDE PYLON
LEGEND
LIGHT FIXTURE
SIGNAGE -SEE SIGNAGE PLAN
VMS
LIGHT FIXTURE
1.E
1.D
1.F
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
10'-8"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"2'-10"
4'-0"
4'-0"
8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"KCM RTIS, TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:43 PM 1/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ACP214
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
REFLECTED CEILING PLAN
PLATFORM - SECTOR C
JC DH CC
JC DH CC
12/10/2024 439ISSUED FOR BID12/10/2024
SCALE IN FEET
4 0 88 16
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1
1 06/13/2025 ADDENDUM #1
1
1
1
AT
S
2
CR
DSFIXFIXFI
X
FI
X
FI
X
FI
X
FIXFIXFIX
CR
CRCRCR
CRPTZPTZFIXFIXCR
CR 2
2
W W W2W2 2
P
C
74 SF
OPERATOR
RESTROOM
BT120L1204
74 SF
OPERATOR
RESTROOM
BT120L1205
2.A
2.A
2.G
2.7
2.D
2.32.1
2.J
2.E
2.112.102.92.82.62.52.4
75 SF
OPERATOR
RESTROOM
BT120L1206
74 SF
OPERATOR
RESTROOM
BT120L1207
113 SF
JANITOR
BT120L1203
112 SF
LACTATION
ROOM
BT120L1202
409 SF
TELECOM
BT120L1208351 SF
ELECTRICAL
BT120L1209
450 SF
STORAGE 1
BT120L1210
257 SF
SECURITY
BLDG
BT120L1200
2.B
2.F
15'-5"
10'-0"
12'-0"
12'-0"
8'-1"6'-0"21'-4"24'-9"17'-3"17'-4"27'-9"8'-11"15'-5"
21'-5"
1
BT120-APD222
1
BT120-APD223
1
BT120-APD224
1
BT120-APD225
A
BT120-AEE822
A
BT120-AEE821
B
BT120-AEE821
D
BT120-AEE822
B
BT120-AEE822
C
BT120-AEE822
ROOF OVERHANG OUTLINE OF
OVERHANG
ABOVE
ROOF ABOVE
E
BT120-AEE822
B
BT120-AIX724
A
BT120-AIX722
A
BT120-AIX723
A
BT120-AIX724
C
BT120-AIX723
B
BT120-AIX723
69 SF
SEC
STORAGE
BT120L1201
26'-8"32'-8"36'-8"
A
BT120-AIX721
2.C
2.2
1
BT120-APP261
PLANTER AREA
REFUSE
AND
RECYCLING
AREA
A
BT120-AES911
15'-4"
2'-0"
TRANLUCENT PANEL
SYSTEM, TYP.
8"
2.H
1
BT120-AID909 9 1/2"
9 1/2"
DS
DS
6'-4"
1'-1"
8"
36"
43 1/4"
DOWNSPOUT, TYP
OUTLINE OF
OVERHANG
ABOVE
AED
CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
SHEET LEGEND
FLOOR DRAIN
DS DOWN SPOUT
CFCI
FURNITURE, APPLIANCE:
GENERAL NOTES:
1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES.
5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE
6. FURNITURE:
A. OFFICE CHAIR (OF-7)
B. FILE CABINET (OF-6).
C. SOFA/LOUNGE CHAIR (OF-8),
D. END TABLE (OF-9),
E. WASTE PAPER BASKET (OF-13),
F. FOLDING BENCH WORK BENCH (OF-10)
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:44 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP221
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
OVERALL FLOOR PLAN
CORE FACILITYJC DH CC
JC DH CC
3/16" = 1' -0"
12/10/2024 440ISSUED FOR BID12/10/2024
SCALE IN FEET
048 8
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
1
2
CRFIXFIXCRPTZPTZCR
2
2
2.A
2.D
2.E
2.112.102.92.8
2.B
2.F
A
BT120-AEE822
D
BT120-AEE822
B
BT120-AEE822
SECURITY
BLDG
BT120L1200
BT120-AIE821
A
BT120-AIE821 BBT120-AIE821
C
BT120-AIE821DBT120-AIE821
21'-4"6'-0"8'-1"
BT120L1200A
1'-4"
W5.2
W1
W3
23'-4"
A
BT120-AIX723
A
BT120-AIX721
2.C
BT120L1200B
W5.2 W5.2
W1
W5.3
W2
4'-0"
4'-0"
9'-4"
6'-0"
6'-0"
5'-4"5'-4"
BT120L1201
3
BT120-AED905
2
BT120-AED905
1
BT120-AED905
A
BT120-AES911
E
BT120-AES911
F
BT120-AES911
DOWNSPOUT
TO CENTER OF DOWNSPOUT
7'-9"
DOWNSPOUT
DOWNSPOUT
8"
56"
56"
192"
6'x4' ENTRANCE FLOOR
MATS AND FRAME
OF-7, TYP.
PLDC, TYP.
SSCT
AED
GENERAL NOTES:
1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES.
5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE
6. FURNITURE:
A. OFFICE CHAIR (OF-7)
B. FILE CABINET (OF-6).
C. SOFA/LOUNGE CHAIR (OF-8),
D. END TABLE (OF-9),
E. WASTE PAPER BASKET (OF-13),
F. FOLDING BENCH WORK BENCH (OF-10)
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:45 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APD222
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
ENLARGED FLOOR PLAN
CORE FACILITY - SECTOR E
JC DH CC
JC DH CC
3/8" = 1'-0"
12/10/2024 441ISSUED FOR BID12/10/2024
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
024 4
1 06/13/2025 ADDENDUM #1
1
1
1
1
FIXFI
XFIXCR
CR
2.A
2.7
2.D
2.E
2.82.62.5
2.5
2.B
LACTATION
ROOM
BT120L1202
JANITOR
BT120L1203
OPERATOR
RESTROOM
BT120L1204
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1207
BT120L1203
BT120L1201
BT120-AIE822
D
BT120-AIE822
BT120-AIE822
H
BT120-AIE822
BT120-AIE823
E
BT120-AIE823
BT120-AIE823
J
BT120-AIE823BT120-AIE824
D
BT120-AIE824BT120-AIE824
H
BT120-AIE824
EBT120-AIE822
ABT120-AIE822CBT120-AIE822
B
BT120-AIE822
BBT120-AIE823
C
BT120-AIE823DBT120-AIE823
FBT120-AIE823
G
BT120-AIE823HBT120-AIE823ABT120-AIE824
B
BT120-AIE824CBT120-AIE824EBT120-AIE824
F
BT120-AIE824GBT120-AIE824
F
BT120-AIE822GBT120-AIE822
A
BT120-AIX722
12'-0"3'-4"2'-0"3'-4"6'-0"8"3'-4"8'-0"3'-4"2'-0"3'-4"8'-0"3'-4"8"
8'-0"
3'-4"
C
BT120-AIX723
B
BT120-AIX723
SEC
STORAGE
BT120L1201
A
BT120-AIX721
2.C
BT120L1202
BT120L1204BT120L1205BT120L1206BT120L1207
BT120-AIE823 ABT120-AIE823
2'-0"
10'-9"
2'-8"
PLANTER BOX
A
A
A
BBABB
B
BT120-AES911
DRAIN, TYP.
24'-9"17'-3"17'-4"
WMP-6 FOR ARCHITECTURAL
GREEN SCREEN, TYP.8"5'-8"8"
DOWNSPOUT, TYP.
DOWNSPOUT, TYP.
1
BT120-AID911
1'-6"
OF-9
OF-8, TYP.
SSCT
MOP SINK REFRIGERATOR
4' W x 2' D
BASE CABINET
GENERAL NOTES:
1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES.
5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE
6. FURNITURE:
A. OFFICE CHAIR (OF-7)
B. FILE CABINET (OF-6).
C. SOFA/LOUNGE CHAIR (OF-8),
D. END TABLE (OF-9),
E. WASTE PAPER BASKET (OF-13),
F. FOLDING BENCH WORK BENCH (OF-10)
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:46 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APD223
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
ENLARGED FLOOR PLAN
CORE FACILITY - SECTOR F
JC DH CC
JC DH CC
3/8" = 1'-0"
12/10/2024 442ISSUED FOR BID12/10/2024
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
024 4
1 06/13/2025 ADDENDUM #1
1
1
1
1
FI
X
FI
X
FIX
CRCRCRFIXFIXWWW2W22
2.A
2.D
2.32.1
2.E
2.52.4
2.B
351 SF
ELECTRICAL
BT120L1209
409 SF
TELECOM
BT120L1208
CHAIN LINK
FENCE
15'-5"8'-11"27'-9"
2'-0"
10'-9"
2'-8"
BT120L1209 BT120L1208B BT120L1208A
2'-8"4'-8"11'-4"5'-4"6'-8"6'-0"
B
BT120-AIX724
A
BT120-AIX724
A
BT120-AIX721
2.C
2.2
7'-8 1/2"2'-8"2'-8"2'-8"19'-4"2'-8"2'-8"2'-8"9'-0 1/2"
BT
1
2
0
L
1
2
0
7
5
BT120-AED905
A1
A
1
BT120-AID909
OF-10, FOLDING
WORK BENCH
W8 W8 W8 W8W8W8W8W8
W6
8"DOWNSPOUT, TYP.
2'-0"
DOWNSPOUT, TYP.
C
BT120-AID912
GENERAL NOTES:
1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES.
5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE
6. FURNITURE:
A. OFFICE CHAIR (OF-7)
B. FILE CABINET (OF-6).
C. SOFA/LOUNGE CHAIR (OF-8),
D. END TABLE (OF-9),
E. WASTE PAPER BASKET (OF-13),
F. FOLDING BENCH WORK BENCH (OF-10)
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:46 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APD224
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
ENLARGED FLOOR PLAN
CORE FACILITY - SECTOR G
JC DH CC
JC DH CC
3/8" = 1'-0"
12/10/2024 443ISSUED FOR BID12/10/2024
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
024 4
1 06/13/2025 ADDENDUM #1
1
1
1
DS
FIXFIXFIX
CR
W
2.32.1
2.J
2.E
BT120L1210A
BT
1
2
0
L
1
2
1
0
B
STORAGE 1
BT120L1210
B
BT120-AIX724
10'-8"
34'-0"
16'-0"
2.2
1'-4"14'-1"
2'-8"
11 1/2"
12'-4 1/2"
3'-4"
2'-8"
8'-0"
2'-0"
W5.1
W5.1
W5.1
W5.1
1'-4"
2'-4"
DOWNSPOUT, TYP.
4
BT120-AED905
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:47 PM 3/8" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APD225
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
ENLARGED FLOOR PLAN
CORE FACILITY - SECTOR H
JC DH CC
JC DH CC
12/10/2024 444ISSUED FOR BID12/10/2024
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
024 4
1 06/13/2025 ADDENDUM #1
1
1
1
2.72.32.1
2.J
2.112.102.92.82.62.52.4
2.F
1/2" / 12"
OVERHANG
BELOW
OVERHANG BELOW
15'-5"8'-11"27'-9"17'-4"17'-3"24'-9"27'-4"8'-1"
ROOF BELOW
2'-0"
10'-9"
2'-8"
6'-0"
ROOF BELOW (TYPE 2 ROOF
ASSEMBLY @ STORAGE ROOM)
16'-0"
11 1/2"
GUTTER
B
BT120-AIX724
A
BT120-AIX722
A
BT120-AIX723
A
BT120-AIX724
C
BT120-AIX723
B
BT120-AIX723
A
BT120-AIX721
2.C
2.2
A
BT120-AED906
STEEL FASCIA, C-2, TYP.
METAL STANDING SEAM ROOFING
METAL GUTTER
OPEN
2
BT120-ARP321
3
BT120-ARP321
D
BT120-AED907
C
BT120-AED907
C
BT120-AED908
C
BT120-AID909
C
BT120-AED906
C
BT120-AED906
DOWNSPOUT, TYP.GUTTERDOWNSPOUT, TYP.
DOWNSPOUT, TYP.
6'-1"
CL
1/
2
"
/
1
2
"
BIRD CONTROL
DEVICES,
BCD-2, TYP.
2.D
2.32.1
2.E
2.2
MAIN ROOF
OVERHANG
1/2" / 12"
2.A
2.D
2.E
2.112.102.9
2.B
2.F
2.C
MAIN ROOF
OVERHANG,
TYP.
METAL OVERHANG6'-0"8'-1"
METAL OVERHANG
.
.
C
BT120-AED907
ROOF AT SECURITY
BUILDING
C
BT120-AED906
A
BT120-AED906
1/2" / 12"
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO.
2. ALL LEAN RAILS ARE LR-1, TYP.
3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT
CLERESTORIES AND UPPER PORTION OF WINDSCREEN.
CONTRACTOR TO COORDINATE WITH SUPPLIER TO
ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1
FOR INSTALLATION.
4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3,
TYP, UNO.
5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7
TO BE PAINTED C-4.
6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM
WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM
FOR ACCESS.
EXTERIOR COLOR NOTES:
GENERAL NOTES:
ROOF NOTES:
1. ROOF ASSEMBLIES PER SHEET BT120-AED908
2. ROOF ASSEMBLY TYPE 1
-BT120L1200
-BT120L1201
-BT120L1202
-BT120L1203
-BT120L1204
-BT120L1205
-BT120L1206
-BT120L1207
-BT120L1208
-BT120L1209
3. ROOF ASSEMBLY TYPE 2
-BT120L1210
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:49 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ARP321
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
OVERALL ROOF PLAN
CORE FACILITYJC DH CC
JC DH CC
12/10/2024 445ISSUED FOR BID12/10/2024
SCALE: 3/16" = 1'-0"BT120-AED905
BT120-ARP341
CORE FACILITY ROOF PLAN 1
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
NSCALE: 3/16" = 1'-0"
CORE FACILITY ROOF PLAN @ STORAGE 2
BT120-ARP321 SCALE: 1/4" = 1'-0"
CORE FACILITY ROOF PLAN @ SECURITY BLGD.3
BT120-ARP321
1 06/13/2025 ADDENDUM #1
1
1
1
1
1
1
1
1
1
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
2.72.32.1 2.112.102.92.82.62.52.4
B
BT120-AIX724
A
BT120-AIX722
A
BT120-AIX723
A
BT120-AIX724
C
BT120-AIX723
B
BT120-AIX723
2.2
FIELD CMU, TYP.
COPING, C-1, TYP.
C-2 TOP & EDGES,
C-5 SOFFIT, TYP
METAL PICKET FENCE
TRANSLUCENT
PANEL TYPE I.CLOSED CIRCUIT
TELEVISION
CAMERA, TYP.
STEEL FASCIA, C-2, TYP.
TRANSLUCENT
PANEL SYSTEM, TYP.
SECURITY
WINDOWS, TYP.
ACCENT
CMU
ACCENT CMU
ACCENT CMU, TYP.
1'-4"14'-1"8'-11"27'-9"17'-4"17'-3"24'-9"21'-4"6'-0"8'-1"
BT120L1209 BT120L1208B BT120L1208A BT120L1207 BT120L1206
BT120L1205
BT120L1204
BT120L1203
BT120L1202
W4
W5.2 W5.2
LIGHT FIXTURE
SOFFIT
LVR-1 W/
DAMPER, TYPCOPING, C-1, TYP.
FORMED METAL
WALLPANEL, C-2, TYP.
FORMED METAL WALL
PANEL, TYP.
B
BT120-AID909
BRAKE SHAPE
METAL C-1, TYP
W7
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
2.7 2.3 2.12.11 2.10 2.9 2.8 2.6 2.5 2.4
B
BT120-AIX724
A
BT120-AIX722
A
BT120-AIX723
A
BT120-AIX724
C
BT120-AIX723
B
BT120-AIX723
2.2
TRANSLUCENT PANEL
SYSTEM, TYP.METAL DOOR W/
VISION PANEL
SECURITY
WINDOW
TRANSLUCENT PANEL
TYPE I, TYP.
LANDSCAPE PLANTER EDGE
METAL ROOF
METAL FASCIA, C-2, TYP.
ARCHITECTURAL GREEN
WALL, WMP-6, C-2, TYP.
ACCENT CMU, TYP.
METAL PICKET FENCE, C-1, TYP.
FIELD CMU, TYP.
ACCESS PANEL,
WMP-5, , C-2, TYP.STEEL COPING,
C-1, TYP
C-2 TOP & EDGES,
C-5 SOFFIT, TYP
FIELD CMU METAL FRAME, HPC-2, C-1
1'-4"14'-1"8'-11"27'-9"17'-4"17'-3"24'-9"21'-4"6'-0"8'-1"
DOWNSPOUT, TYP.
DOWNSPOUT,
C-1, TYP.
DOWNSPOUT
ACCENT CMU
W8 W8 W8 W8 W8 W8 W8 W8
W5.2
W4
C
BT120-AID909
1
BT120-AID909
10'-0"
BT120L1200A
STEEL GRATING, WMP-5,
SCREEN, C-2, TYP
LVR-1, BEHIND
METAL SCREEN
B
BT120-AID909
BRAKE SHAPE
METAL C-1, TYP
STEEL TRIM AT
JAMB, C-3, TYP
STEEL HEAD
FLASHING, C-1, TYP
2' - 0"
8"1' - 6"
8"
1' - 4"
WALL HYDRANT
6'-4"
2'-8"4'-0"2'-0"4'-0"4'-0"4'-0"4'-0"4'-8"4'-0"4'-0"4'-0"5'-4"4'-0"7'-8 1/2"
TYP
7'-7"
4'-0"
7'-6"
19'-3"4'-0"
2'-7"4'-0"2'-0"4'-0"4'-0"8'-0"4'-8"8'-0"4'-0"5'-4"4'-0"4'-0"4'-8"
7'-4"
EQEQ EQEQEQEQEQEQ EQEQ EQEQ
STEEL SUPPORT
FRAMING, C-2, TYP.
CONTROL JOINT BEHING
DOWNSPOUT, TYP.
SEE SHEET
BT120-AID900
FOR SCREEN
DETAILS
EXTERIOR COLOR NOTES:
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
C-5: HI-LITE YELLOW, CMYK 0/32/95/0
GENERAL NOTES:
1. FIELD CMU: CMU-3, 4" THICK CMU VENEER, TYP.
2. ACCENT CMU: CMU-4, 4" THICK CMU VENEER, TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:52 PM As indicated
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE821
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
CORE FACILITYJC DH CC
JC DH CC
3/16" = 1'-0"
12/10/2024 446ISSUED FOR BID12/10/2024
SCALE IN FEET
048 8
SCALE: 3/16" = 1'-0" BT120-APP221
EAST ELEVATION - CORE FACILITY A
SCALE: 3/16" = 1'-0" BT120-APP221
WEST ELEVATION - CORE FACILITY B
WINDOW TO WALL RATIO AT
CORE FACILITY (SF/SF)
N: 108 / 582
E: 315 / 1,450
S: 60 / 651
W:92 / 1,380
WINDOW TO WALL RATIO AT
SECURITY OFFICE (SF/SF)
N: 38 / 282
E: 32 / 185
S: 67 / 300
W:46 / 185
GENERAL NOTE FOR BUILDING ENVELOPE:
1. PROJECT CLOSE OUT DOCUMENTATION SHALL INCLUDE ENVELOPE RECORD CONSTRUCTION DOCUMENTS,
APPLICABLE CALCULATIONS, WSEC ENVELOPE COMPLIANCE REPORTS, FENESTRATION NFRC RATING
CERTIFICATES, AND A THERMAL ENVELOPE CERTIFICATE.
2. THE THERMAL ENVELOPE CERTIFICATE IN THE PROJECT CLOSE OUT DOCUMENT SHALL COVERS THE RATED R-
VALUES OF ALL OPAQUE ASSEMBLY INSULATION, U-FACTORS & SHGCS FOR ALL FENESTRATION ASSEMBLIES.
1 06/13/2025 ADDENDUM #1
1
1
1
1
CORE FACILITY
28' -2"
2.A
2.G
CORE
FACILITY-ROOF
41' -2"
2.D2.E 2.B2.F
A
BT120-AIX721
2.C
C-2 TOP &
EDGES,
C-5 SOFFIT,
TYP
FIELD
CMU, TYP.
DOWNSPOUT TO
LOWER ROOF
SECURITY WINDOW,
TYP.
METAL COPING AT
LOWER ROOF
METAL FASCIA
METAL ROOF
ACCENT CMU
2'-0"2'-0"8'-9"2'-8"6'-0"
C
BT120-AED907
12'-8 1/2"
4'-0"14'-5"
11'-6 1/4"
13'-6 1/2"
W1 W5.3
CORE FACILITY
28' -2"
2.A
CORE
FACILITY-ROOF
41' -2"
2.E 2.F2.C
C-2 TOP & EDGES,
C-5 SOFFIT, TYP
SECURITY
WINDOW, TYP.
METAL DOOR W/ VISION PANEL
WINDOW, TYP.
METAL PICKET FENCE
TRANSLUCENT PANEL
METAL OVERHANG
DOWNPOUT
4'-0"11'-5"6'-0"
ACCENT CMU, TYP.
DOWNSPOUT BEYOND
FROM MAIN ROOF.
METAL GUTTER
C
BT120-AED907
DOWNSPOUT,
C-1, TYP.
GUTTER
W1W3W2
BT120L1200B
3'-4"
METAL ROOF
F
BT120-AES911
OPP, SIM
CORE FACILITY
28' -2"
2.A
CORE
FACILITY-ROOF
41' -2"
2.D2.E 2.B2.C
DOWNSPOUT, C-1, TYP.
CONCRETE PLANTER BOX
MECHANICAL SCREEN
METAL MESH
METAL FASCIA, TYP.
METAL ROOF
METAL DOOR, TYP.
TRANSLUCENT PANEL TYPE I
METAL PICKET FENCE
FIELD CMU, TYP.
4'-0"11'-5"
BT120L1201
B
BT120-AID909
WMP-6, STEEL
GRATING, C-1, TYP
CORE FACILITY
28' -2"
2.A2.G
CORE
FACILITY-ROOF
41' -2"
2.J 2.E
A
BT120-AED906
METAL OVERHEAD
DOOR, TYP.
CLOSED CIRCUIT
TELEVISION CAMERA,
TYP.
METAL GUTTER, C-1, TYP.
METAL DOOR, TYP.
DOWNSPOUT
FIELD CMU, TYP.
METAL ROOF
METAL FASCIA
15'-5"10'-0"12'-0"12'-0"
ACCENT CMU
METAL ROOF
DOWNSPOUT, C-1, TYP.
BT120L1210B
2.H
METAL GUTTER
C
BT120-AED908
BT120L1210A
11'-0"
T.O.M
CORE FACILITY
28' -2"
2.A 2.G
CORE
FACILITY-ROOF
41' -2"
2.J2.E2.C
A
BT120-AED906
TRANSLUCENT PANEL SYSTEM, TYP.
FIELD CMU, TYP.
TRANSLUCENT PANEL
SYSTEM, TYP.
ACCENT CMU
DOWNSPOUT
CLOSED CIRCUIT
TELEVISION
CAMERA, TYP.
4'-0"11'-5"10'-0"12'-0"12'-0"
MECHANICAL
METAL MESH
SCREEN
BEYOND
CLOSED CIRCUIT
TELEVISION
CAMERA, TYP.
D
BT120-AED907
W6
W5.1 W5.1 W5.1 W5.1
8'-0"
2.H
13'-6 1/2"
14'-5"
12'-0"
7'-4"
8'-8"
T.O.M.
STEEL FLASHING,
C-1, TYP.
STEEL TRIM AT JAMB, C-3, TYP.
EXTERIOR COLOR NOTES:
C-1: RAILWAY GRAY, CMYK 0/0/0/80
C-2: LAND GRAY, CMYK 0/0/0/6
C-3: WAVE TEAL, CMYK 92/23/22/32
C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U
C-5: HI-LITE YELLOW, CMYK 0/32/95/0
GENERAL NOTES:
1. FIELD CMU: CMU-3, 4" THICK CMU VENEER, TYP.
2. ACCENT CMU: CMU-4, 4" THICK CMU VENEER, TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:01:53 AM
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE822
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
CORE FACILITY12/10/2024 J.C. D.H. C.C.
3/16" = 1'-0"
ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE IN FEET
048 8
SCALE: 3/16" = 1'-0" BT120-APP221
NORTH ELEVATION I - CORE FACILITY A
SCALE: 3/16" = 1'-0" BT120-APP221
SOUTH ELEVATION I - CORE FACILITY D
SCALE: 3/16" = 1'-0" BT120-APP221
NORTH ELEVATION II - CORE FACILITY B
SCALE: 3/16" = 1'-0" BT120-APP221
NORTH ELEVATION III - CORE FACILITY C
SCALE: 3/16" = 1'-0" BT120-APP221
SOUTH ELEVATION II - CORE FACILITY E
WINDOW TO WALL RATIO AT
CORE FACILITY (SF/SF)
N: 108 / 582
E: 315 / 1,450
S: 60 / 651
W:92 / 1,380
WINDOW TO WALL RATIO AT
SECURITY OFFICE (SF/SF)
N: 38 / 282
E: 32 / 185
S: 67 / 300
W:46 / 185
44 44
RTA/CN 0205-24
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
2.72.3
2.1
2.112.102.92.82.62.52.4
B
BT120-AIX724
A
BT120-AIX722
A
BT120-AIX723
A
BT120-AIX724
C
BT120-AIX723
B
BT120-AIX723
2.2
ELECTRICAL
BT120L1209
TELECOM
BT120L1208
OPERATOR
RESTROOM
BT120L1207
OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1204
JANITOR
BT120L1203
LACTATION
ROOM
BT120L1202
SEC
STORAGE
BT120L1201
SECURITY
BLDG
BT120L1200
B
BT120-AED907
A
BT120-AED905
C
BT120-AID909
1
BT120-AID909
FULL HEIGHT METAL CHAIN
LINK FENCE
METAL FENCE
E
BT120-AED908
10'-7 1/2"
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:31:39 PM 3/16" = 1'-0"
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AIX721
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
BUILDING SECTIONS I
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3/16" = 1'-0"
TRANSVERSE SECTION - CORE FACILITY A
BT120-ARP221
SCALE IN FEET
048 8
448
RTA/CN 0205-24
CORE FACILITY
28' -2"
2.A
CORE
FACILITY-ROOF
41' -2"
2.D 2.E2.B
A
BT120-AIX725
B
BT120-AIX725
2.C
2'-0"
OPERATOR
RESTROOM
BT120L1205
8'-0"
ARCHITECTURAL
GREEN WALL
DOWNSPOUT
8'-0"
PLANTER
EDGER
8"
SEE WALL SECTION FORMED
METAL WALL PANELS
CLADDING, TYP
CONTINUOUS AIR BARRIER
GRAPHIC REPRESENATION
FOR BUILDING ENVELOPE,
SEE WALL SECTION FOR
DETAIL
BUILDING THERMAL ENVELOPE AIR LEAKAGE TEST
1. BUILDING AIR LEAKAGE TESTING SHALL BE PERFORMED PER ASTM C779
2. THE TARGET LEAKAGE RATE IS 0.25 CFM/FT2 (1.5 L/S*M2) AT 0.3 IN. WG (75 PA)
3. TESTED PORTIONS OF THE BUILDING SHALL INCLUDE ALL SPACES DIRECTLY UNDER
THE ROOF, ALL SPACES THAT HAVE A BUILDING ENTRANCE, EXPOSED FLOOR,
LOADING DOCK OR ARE BELOW GRADE PLANE, AND REPRESENTATIVE ABOVE-
GRADE AREAS THAT TOTAL ≥25% OF THE BUILDING TOTAL ABOVE-GRADE WALL
AREA;
4. THE WEIGHTED AVERAGE AIR LEAKAGE RATE OF THE BUILDING THERMAL
ENVELOPE SHALL NOT EXCEED 0.25 CFM/FT2 (1.27 L/S*M2) WHEN MEASURED AT A
PRESSURE DIFFERENTIAL OF 0.3 IN. WG (75 PA).
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:31:42 PM As indicated
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AIX722
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
BUILDING SECTIONS II
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3/4" = 1'-0"
TRANVERSE SECTION - @ OPERATOR RESTROOM A
BT120-ARP221
SCALE IN FEET
012 20488
449
RTA/CN 0205-24
GENERAL NOTES:
1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES.
5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE
6. FURNITURE:
A. OFFICE CHAIR (OF-7)
B. FILE CABINET (OF-6).
C. SOFA/LOUNGE CHAIR (OF-8),
D. END TABLE (OF-9),
E. WASTE PAPER BASKET (OF-13),
F. FOLDING BENCH WORK BENCH (OF-10)
CORE FACILITY
28' -2"
2.A
CORE
FACILITY-ROOF
41' -2"
2.D 2.E2.B 2.F2.C
SECURITY
BLDG
BT120L1200
C
BT120-AED907
A
BT120-AED907
D
BT120-AED908
E
BT120-AED909
E
BT120-AED906
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
2.D 2.E2.B 2.C
LACTATION
ROOM
BT120L1202PLANTER
PLANTER
WALL
CORE FACILITY
28' -2"
2.A
CORE
FACILITY-ROOF
41' -2"
2.D 2.E2.B 2.C
JANITOR
BT120L1203
B
BT120-AED908
BCD-1
BCD-2
CONTINUOUS AIR BARRIER
GRAPHIC REPRESENATION AT
BUILDING ENVELOPE, SEE WALL
SECTION FOR DETAIL, TYP
BUILDING THERMAL ENVELOPE AIR LEAKAGE TEST
1. BUILDING AIR LEAKAGE TESTING SHALL BE PERFORMED PER ASTM C779
2. THE TARGET LEAKAGE RATE IS 0.25 CFM/FT2 (1.5 L/S*M2) AT 0.3 IN. WG (75 PA)
3. TESTED PORTIONS OF THE BUILDING SHALL INCLUDE ALL SPACES DIRECTLY UNDER
THE ROOF, ALL SPACES THAT HAVE A BUILDING ENTRANCE, EXPOSED FLOOR,
LOADING DOCK OR ARE BELOW GRADE PLANE, AND REPRESENTATIVE ABOVE-
GRADE AREAS THAT TOTAL ≥25% OF THE BUILDING TOTAL ABOVE-GRADE WALL
AREA;
4. THE WEIGHTED AVERAGE AIR LEAKAGE RATE OF THE BUILDING THERMAL
ENVELOPE SHALL NOT EXCEED 0.25 CFM/FT2 (1.27 L/S*M2) WHEN MEASURED AT A
PRESSURE DIFFERENTIAL OF 0.3 IN. WG (75 PA).
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:31:51 PM As indicated
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AIX723
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
BUILDING SECTIONS III
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1/4" = 1'-0"
TRANVERSE SECTION - @ SECURITY ROOM A
BT120-ARP221 SCALE: 1/4" = 1'-0"
TRANVERSE SECTION - @ LACTATION ROOM B
BT120-ARP221 SCALE: 1/4" = 1'-0"
TRANVERSE SECTION - @ JANITOR ROOM C
BT120-ARP221
SCALE IN FEET
2 44 80
4
RTA/CN 0205-24
CORE FACILITY
28' -2"
2.A
2.G
CORE
FACILITY-ROOF
41' -2"
2.D 2.E2.B 2.C
TELECOM
BT120L1208
E
BT120-AED906
C
BT120-AED909
FRAMING FOR
CABLE SUPPORTS
CORE FACILITY
28' -2"
2.A
CORE
FACILITY-ROOF
41' -2"
2.J
2.E2.C
A
BT120-AED906
C
BT120-AED906
1
BT120-AID909
F
BT120-AED908
ELECTRICAL
BT120L1209
STORAGE 1
BT120L1210
D
BT120-AED909
B
BT120-AED906
FRAMING FOR
CABLE SUPPORTS
CONTINUOUS AIR BARRIER
GRAPHIC REPRESENATION
FOR BUILDING ENVELOPE,
SEE WALL SECTION FOR
DETAIL
BUILDING THERMAL ENVELOPE AIR LEAKAGE TEST
1. BUILDING AIR LEAKAGE TESTING SHALL BE PERFORMED PER ASTM C779
2. THE TARGET LEAKAGE RATE IS 0.25 CFM/FT2 (1.5 L/S*M2) AT 0.3 IN. WG (75 PA)
3. TESTED PORTIONS OF THE BUILDING SHALL INCLUDE ALL SPACES DIRECTLY UNDER
THE ROOF, ALL SPACES THAT HAVE A BUILDING ENTRANCE, EXPOSED FLOOR,
LOADING DOCK OR ARE BELOW GRADE PLANE, AND REPRESENTATIVE ABOVE-
GRADE AREAS THAT TOTAL ≥25% OF THE BUILDING TOTAL ABOVE-GRADE WALL
AREA;
4. THE WEIGHTED AVERAGE AIR LEAKAGE RATE OF THE BUILDING THERMAL
ENVELOPE SHALL NOT EXCEED 0.25 CFM/FT2 (1.27 L/S*M2) WHEN MEASURED AT A
PRESSURE DIFFERENTIAL OF 0.3 IN. WG (75 PA).
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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A
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FU
L
L
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A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:02:04 AM As indicated
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AIX724
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
BUILDING SECTIONS IV
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1/4" = 1'-0"
TRANVERSE SECTION - @ TELECOM ROOM A
BT120-ARP221 SCALE: 1/4" = 1'-0"
TRANVERSE SECTION - @ STORAGE/ ELECTRICAL B
BT120-ARP221
SCALE IN FEET
2 44 80
4
RTA/CN 0205-24
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
2.B
TYPICAL CMU WALL ASSEMBLY FROM OUTSIDE TO INSIDE
TYPICAL ROOF ASSEMBLY FROM TOP TO BOTTOM
TYPICAL INSULATION AT FOUNDATION
PERIMETER.
A
BT120-AED909
6 1/2"
METAL WALL PANEL PER ELEVATION
A
BT120-AED908
B
BT120-AED909
TYP CMU VENEER WALL ASSEMBLY FROM OUTSIDE TO INSIDE
-CMU VENEER, TYPE PER ELEVATIONS
-2" AIR CAVITY
-R10 CONTINUOUS INSULATION
-AIR BARRIER
-EXTERIOR SHEATHING
-METAL 6" STUD FRAMING W/ R13 INSULATION, W/ VAPOR RETARDER
-FINISH PER SCHEDULE
PROVIDE UNDERSLAB VAPOR
RETARDER, TYP.
J
BT120-AID900
1
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
2.D
TYPICAL ROOF ASSEMBLY FROM TOP TO BOTTOM
-METAL ROOFING
-ROOF UNDERLAYMENT/ AIR BARRIER
-PROTECTION BOARD
-METAL DECKING OVER ROOF STRUCTURE
-R-49 ATTIC INSULATION
TYPICAL WALL ASSEMBLY FROM OUTSIDE TO INSIDE
-METAL CLADDING
-R10 CONTINUOUS INSULATION
-AIR BARRIER
-EXTERIOR SHEATHING
-METAL STUD FRAMING W/ R13 INSULATION
-FINISH PER SCHEDULE
TYPICAL INSULATION AT FOUNDATION PERIMETER OUTSIDE TO INSIDE
-PROTECTION BOARD W/ METAL SHEATHING AS NEEDED
-CONTINUOUS W/ R-10 PERIMETER FOUNDATION INSULATION
24" BELOW THE GRADE
-DAMPPROOFING
F
BT120-AED906
2'-0"
D
BT120-AED906
C
BT120-AID900
D
BT120-AID912
OPP
E
BT120-AED907
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:54 PM 3/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AIX725
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
WALL SECTIONS I
CORE FACILITYJC DH CC
JC DH CC
12/10/2024 452ISSUED FOR BID12/10/2024
SCALE: 3/4" = 1'-0"BT120-AIX722
WALL SECTION A
SCALE: 3/4" = 1'-0"BT120-AIX722
WALL SECTION B
SCALE IN FEET
012 2
1 06/13/2025 ADDENDUM #1
1
1
1
GENERAL NOTES:
1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES.
5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE
6. FURNITURE:
A. OFFICE CHAIR (OF-7)
B. FILE CABINET (OF-6).
C. SOFA/LOUNGE CHAIR (OF-8),
D. END TABLE (OF-9),
E. WASTE PAPER BASKET (OF-13),
F. FOLDING BENCH WORK BENCH (OF-10)
ELECTRICAL PANEL
PLDC
B
BT120-AID912
OF-7, TYP.
FILE CABINET, OF-6, TYP.
6' - 0"1' - 4"4' - 0"1' - 4"
PLDC
2' - 6"
PLDC
SSCT
2'-6"
4' - 0"5' - 0"SEE A/ BT120-AID912 FOR
2' - 6"
TA-4
TA-3
BASE CABINET
FEC
2
BT120-AID902
SSCT
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
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FU
L
L
S
C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:02:07 AM
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AIE821
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
INTERIOR ELEVATIONS
CORE FACILITY - SECURITY ROOM
12/10/2024 J.C. D.H. C.C.
3/8" = 1' -0"
ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE IN FEET
2 44 80
SCALE: 3/8" = 1'-0" BT120-APD222
SECURITY ELEVATION A A
SCALE: 3/8" = 1'-0" BT120-APD222
SECURITY ELEVATION B B
SCALE: 3/8" = 1'-0" BT120-APD222
SECURITY ELEV C1 C
SCALE: 3/8" = 1'-0" BT120-APD222
SECURITY ELEV D1 D
4
RTA/CN 0205-24
GENERAL NOTES:
1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES.
5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE
6. FURNITURE:
A. OFFICE CHAIR (OF-7)
B. FILE CABINET (OF-6).
C. SOFA/LOUNGE CHAIR (OF-8),
D. END TABLE (OF-9),
E. WASTE PAPER BASKET (OF-13),
F. FOLDING BENCH WORK BENCH (OF-10)
A
BT120-AID912
SSCT W/
BACKSPLASH
REFRIGERATOR
3' - 0"
2' - 0"
1' - 10"
2' - 6"
3' W x 2' D SINK CABINET.
SPLIT TOE KICK
ATTACHED TO BACK OF
EA. OPERABLE DOOR
4" RESILIENT BASE, TYP
TA-4
TA-3
SINK
OF-8, TYP
OF-9
MOP SINK
FAUCET
WATER HEATER
PT GWB, TYP
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
1/20/2025 11:02:09 AM
BT120
0
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AIE822
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
INTERIOR ELEVATIONS
CORE FACILITY - LACTATION ROOM, JANITOR ROOM
12/10/2024 J.C. D.H. C.C.
3/8" = 1' -0"
ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE IN FEET
2 44 80
SCALE: 3/8" = 1'-0" BT120-APD223
LACTATION RM ELEV - D D
SCALE: 3/8" = 1'-0" BT120-APD223
LACTATION RM ELEV - C C
SCALE: 3/8" = 1'-0" BT120-APD223
LACTATION RM ELEV - B B
SCALE: 3/8" = 1'-0" BT120-APD223
LACTATION RM ELEV - A A
SCALE: 3/8" = 1'-0" BT120-APD223
JANITOR RM ELEV - A E
SCALE: 3/8" = 1'-0" BT120-APD223
JANITOR RM ELEV - B F
SCALE: 3/8" = 1'-0" BT120-APD223
JANITOR RM ELEV - C G
SCALE: 3/8" = 1'-0" BT120-APD223
JANITOR RM ELEV - D H
4 4
RTA/CN 0205-24
GENERAL NOTES:
1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES.
5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE
6. FURNITURE:
A. OFFICE CHAIR (OF-7)
B. FILE CABINET (OF-6).
C. SOFA/LOUNGE CHAIR (OF-8),
D. END TABLE (OF-9),
E. WASTE PAPER BASKET (OF-13),
F. FOLDING BENCH WORK BENCH (OF-10)
CT
PT GYP
URINAL
LAVATORY
BEYOND
TRANSLUCENT
PANEL SYSTEM, TYP.
6'-4"
PT GYP
CT
3'-4"
1'-6"
MIRROR
TA-3
TA-12
TA-6
TYP
3'-0"
TYP
6'-4" CT WAINSCOT
PT GYP, TYP
TA-1
TA-12
42" STAINLESS
STEEL GRAB BAR
TA-6
TA-5
3'-6" TYP
TYP
6'-4" CT WAINSCOT
PT GYP
TRANSLUCENT
PANEL SYSTEM, TYP.
TA-3
TA-6
3'-0"
PT GYP
CT
PT GYP
CT
PT GYP
CT
TA-1 TA-12
TA-5
TA-6
3'-6"
PT GYP
CT
PT GWB, TYP.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
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1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:12 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AIE823
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
INTERIOR ELEVATIONS
CORE FACILITY - OPERATOR RESTROOM
12/10/2024 J.C. D.H. C.C.
3/8" = 1' -0"
ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE IN FEET
2 44 80
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 1 B
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 1 C
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 1 D
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 1 E
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 2 F
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 2 G
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 2 H
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 2 J
SCALE: 3/8" = 1'-0" BT120-APD223
STORAGE A
4
RTA/CN 0205-24
GENERAL NOTES:
1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES.
4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES.
5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE
6. FURNITURE:
A. OFFICE CHAIR (OF-7)
B. FILE CABINET (OF-6).
C. SOFA/LOUNGE CHAIR (OF-8),
D. END TABLE (OF-9),
E. WASTE PAPER BASKET (OF-13),
F. FOLDING BENCH WORK BENCH (OF-10)
TA-8
TRANSLUCENT
PANEL SYSTEM, TYP.PT GYP
CT
TYP AT ALL
OPERATOR
RESTROOMS
PT GYP
CT TA-3
TA-6
TA-12
TYP
3'-0"
PT GYP
CT
TA-6
TA-12
TA-1
TA-8
TA-5
TYP
3'-6"
PT GYP
CT
TA-3
3'-0"
TA-6
TYP
6'-4" CT WAINSCOTCT
PT GYP
TRANSLUCENT
PANEL SYSTEM, TYP.
PT GYP
CT
PT GYP
CT
TA-6
TA-1
TA-12TA-5
3'-6"
PT GYP
CT
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:16 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AIE824
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
INTERIOR ELEVATIONS
CORE FACILITY - OPERATOR RESTROOM
12/10/2024 J.C. D.H. C.C.
3/8" = 1' -0"
ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE IN FEET
2 44 80
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 3 A
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 3 B
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 3 C
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 3 D
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 4 E
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 4 F
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 4 G
SCALE: 3/8" = 1'-0" BT120-APD223
OPERATOR RESTROOM 4 H
4
RTA/CN 0205-24
D
O
PFIXFIXFI
X
FI
X
FI
X
FI
X
FIXFIXFIXPTZPTZFIXFIXCAM
CAM
CAM
CA
M
CA
M
CA
M
CA
M
CA
M
CAM
CAM
CAM
CAM
WAP
WAP
WAP
2.A
2.G
2.72.32.1
2.J
2.E
2.112.102.92.82.62.52.4
2.B
2.F
STORAGE 1
BT120L1210
ELECTRICAL
BT120L1209 TELECOM
BT120L1208
OPERATOR
RESTROOM
BT120L1207
OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1204
JANITOR
BT120L1203
LACTATION
ROOM
BT120L1202
SECURITY
BLDG
BT120L1200
ROOF OVERHANG
WINDOW OVERHANG, TYP.
A.F.F.
GYP BD
8' - 0"
A.F.F.
ACT 24" X 24"
8' - 0"
A.F.F.
ACT 24" X 24"
8' - 6"
B
BT120-AIX724 A
BT120-AIX722
A
BT120-AIX723A
BT120-AIX724
C
BT120-AIX723
B
BT120-AIX723
A
BT120-AIX721
2.C
1
BT120-ACP222
1
BT120-ACP223
SEC
STORAGE
BT120L1201
EXPOSED
TO ROOF
EXPOSED
TO ROOF
2.2
A.F.F.
ACT 24" X 24"
8' - 6"
OTSOTSOTS
OTS
8'-7 3/8"7'-0 1/2"8'-0 7/8"
A
BT120-AED906
D
BT120-AED907
11'-5"
2.H
C
BT120-AED908
C
BT120-AID909
A.F.F.
GYP BD
10' - 0"A.F.F.
GYP BD
10' - 0"
A.F.F.
GYP BD
8' - 0"A.F.F.
GYP BD
8' - 0"
A.F.F.
GYP BD
10' - 0"
A.F.F.
GYP BD
8' - 0"
A.F.F.
GYP BD
10' - 0"
CEILING FRAMINGS FOR
MOUNTING CABLE TRAY
MOUNTING
14'-9 3/4"
14'-8 7/8"12'-4 7/8"
3'-1 1/8"
5'-0"
3'-0"
2
BT120-AED909
3
BT120-AED909
LIGHT FIXTURE
LIGHT FIXTURE
LEGEND
EXHAUST FAN
CAMERA
DOWNSPOUT
24" x 24" ACT METAL SOFFIT
GYP BD
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:55 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ACP221
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
OVERALL REFLECTED CEILING PLAN
CORE FACILITYJC DH CC
JC DH CC
3/16" = 1' -0"
12/10/2024 457ISSUED FOR BID12/10/2024
SCALE IN FEET
2 44 80
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
11
CEILING NOTE:
PROVIDE CEILING 2'X2' WHITE METAL
ACCESS PANEL @ GYP CEILINGS, PANELS
TO BE FIELD LOCATED ADJACENT TO
CENTER OF THE LOWER CEILING AT
OPERATOR RESTROOMS, TYP
1
1
D
OFIXPTZPTZCAM
CAM
CAM
WAP
LIGHT FIXTURE
LIGHT FIXTURE
LEGEND
EXHAUST FAN
CAMERA
DOWNSPOUT
24" x 24" ACT METAL SOFFIT
GYP BD
2.A
2.G
2.D
2.E
2.112.102.9
2.B
2.F
A
BT120-AIX723
A
BT120-AIX721
2.C
A.F.F.TYP.
ACT 24" X 24"
8' - 6"
2
BT120-ACP222
2.A
2.D
2.E
2.102.9
2.B
A
BT120-AIX723
2.C
C
BT120-AED907
METAL SOFFIT
METAL FASCIA
SLOPE
SLOPE
SLOPE
DOWNSPOUT
F
BT120-AED906
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:56 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ACP222
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
REFLECTED CEILING PLAN
CORE FACILITY - SECURITY ROOM
JC DH CC
JC DH CC
3/8" = 1' -0"
12/10/2024 458ISSUED FOR BID12/10/2024
SCALE IN FEET
024 4
SCALE: 3/8" = 1'-0"
REFLECTED CEILING PLAN - @
SECURITY
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
SCALE: 3/8" = 1'-0"
REFLECTED CEILING PLAN - @
ABOVE SECURITY ROOF
1
1
1
FIXFI
X
FI
XFIXCA
M
CA
M
CA
M
WAP
LIGHT FIXTURE
LIGHT FIXTURE
LEGEND
EXHAUST FAN
CAMERA
DOWNSPOUT
24" x 24" ACT METAL SOFFIT
GYP BD
2.A
2.7
2.D
2.E
2.82.62.5
2.B
2.C
CL
2'-6 7/8"
CL
CL CL CL CL
CL
CL
EQEQ EQEQ
EQA.F.F.TYP.
GYP BD
10' - 0"
A.F.F.TYP.
GYP BD
8' - 0"
A.F.F.TYP.
ACT 24" X 24"
8' - 6"
MECHANICAL UNITS, TYP
K
BT120-AID900
TYP
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:57 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ACP223
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
REFLECTED CEILING PLAN
CORE FACILITY - PUBLIC FACILITY
JC DH CC
JC DH CC
3/8" = 1' -0"
12/10/2024 459ISSUED FOR BID12/10/2024
SCALE IN FEET
024 4
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
1
2.8
2.C
FENCE WITH
TRANSLUCENT PANELS
ABOVE
CMU VENEER
2.9
2.C
TRANSLUCENT WINDOW
PANELS TYPE I
CMU VENEER, TYP.
WINDOW AS
SCHEDULED
WEATHER BARRIER
HSS COLUMN
HSS 6 X 4 X 5/16
ALUMINUM FRAME
INTERMEDIATE MULLION
AS NEEDED
2"
1.5" MIN AIR CAVITY
HSS 6X4X5/16 PER
STRUCTURAL
2.10
2.B
2.C
DOWNSPOUT,
GUTTER ABOVE
GYP BOARD
CMU VENEER,
TYP.
WINDOW AS
SCHEDULED
DOOR AS
SCHEDULED
4"DOWNSPOUT
OUTLET BELOW
GROUND
PLYWOOD
SHEATHING
RIGID INSULATION
WEATHER BARRIER
CONT. FORMED
METAL
WI
N
D
O
W
INSULATION
CORE FACILITY
28' -2"
SECURITY
27.530
2.11
CMU VENEER
MASONRY FLASHING
5/8" GYP BOARD
R13 INSULATION
5/8" PLYWOOD SHEATHING
R10 RIGID INSULATION
1.5" MIN AIR CAVITY
2 x 6 MTL STUD FRAMING @ 24 OCCONTINUOUS
SEALANT
JOINT WEEP @ 16" O.C.
FINISH GRADE
WATERPROOFING MEMBRANE
CMU VENEER TIE, TYP.
FLOOR SLAB/
FOUNDATION
SLOPE
11 1/2"
EDGE OF SLAB
2.1
2.E
2.2
0.08 IN BRAKE SHAPE
ALUMINUM, PREFINISHED
8"
6"
TYP. WALL ASSEMBLY
2.3
2.J
4" DIA DOWNSPOUT
GUTTER, ABOVE
CMU VENEER, TYP.
SHEATHING
RIGID INSULATION
AIR BARRIER
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:27 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED905
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
MISC DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0" BT120-APD222
TRANSLUCENT WALL AND FENCE AT
STORAGE CMU DETAIL 3
SCALE: 3" = 1'-0" BT120-APD222
TRANSLUCENT WALL AND FENCE AT
SECURITY BLDG CMU DETAIL 2
SCALE: 3" = 1'-0" BT120-APD222
DOWNSPOUT INSET @ CMU WALL DETAIL 1
SCALE: 1 1/2" = 1'-0" BT120-AIX721
EXTERIOR WALL BASE DETAIL, TYP.A
SCALE: 1 1/2" = 1'-0" BT120-APD224
BRAKE METAL @ WALL TRANSITION 5
SCALE: 1 1/2" = 1'-0" BT120-APD225
EXTERIOR WALL PLAN @ STORAGE
BELOW ROOF 4
4
RTA/CN 0205-24
2.J
ROOF ASSEMBLY 6"
PREFINISHED METAL COPING
2X WOOD BLOCKING AS NEEDED
CONT. ROOF AIR BARRIER
METAL ROOF
STRUCTURAL
ROOF DECK
TYPICAL WALL ASSEMBLY
CORE
FACILITY-ROOF
41' -2"
2.E
STANDING SEAM METAL ROOF
STEEL FASCIA, C-2,
TYP.
SOFFIT PANELS
STRUCTURAL
STEEL FRAMING
F
BT120-AED906
FLASHING
COUNTER FLASHING
CONT. SEALANT
STANDING SEAM
METAL ROOF
PLYWOOD SHEATHING
METAL DECKING
CMU VENEER
WOOD BLOCKING
Z CLOSURE ANGLE
RIGID INSULATION
BUTYL SEALANT
1 1/2" MIN AIR CAVITY
2.3
GUTTER
STANDING SEAM
METAL ROOF SYSTEM
CMU VENEER
1 1/2" MIN AIR CAVITY
R10 RIGID INSULATION
R13 INSULATION
1/2" SHEATHING
FINISH PER SCHEDULE
1 1/2" METAL DECK
ROOFING UNDERLAYMENT
OVER 1/2" PLYWOOD
SHEATHING
BENT PLATE
FLASHING
VAPOR BARRIER
METAL FLASHING
STRUCTURAL MEMBER
1/2" / 12"
AIR BARRIER
7"
STEEL FASCIA,
C-2, TYP.
METAL STANDING
SEAM ROOF
NEOPRENE SHIM / DISSIMILAR
METAL PROTECTION, TYP
SOFFIT PANEL & FRAMING ABOVE
METAL DECK
INSULATION
1/2" PLYWOOD SHEATHING
DRIP EDGE
1/4" NEOPRENE SHIM
STRUCTURAL STEEL FRAMING
STEEL ATTACHMENT ANGLE
MISC STEEL FRAMING FOR
FASCIA BACKING AND
ATTACHMENT, TYP
3"
ROOF CLOSER ANGLE FOR
FASCIA ATTACHMENT, MATCH
FASCIA FINISH, TYP
2.A
CORE
FACILITY-ROOF
41' -2"
GUTTER
STEEL FASCIA,
C-2, TYP.
WOOD BLOCKING
BRAKE SHAPE METAL
STANDING SEAM METAL ROOF
1/2" / 12"
METAL FLASHING
ROOF UNDERLAYMENT OVER
1/2" PLYWOOD SHEATHING
METAL ANGLE
BRAKE SHAPE METAL
STRUCTURAL STEEL
FRAMING
DOWNSPOUT
TYPICAL WALL ASSEMBLY
STRUCTURAL ROOF DECK
METAL SOFFIT
METAL FLASHING
11 1/2"
2" RIGID INSULATION, TYP
2.D
HSS 6x4x5/16 PER STRUCTURAL
DOOR AS SCHEDULED
SEALANT
WEATHER RESISTIVE BARRIER
AND AIR BARRIER
SLOPE: 1/4" PER 1'-0"
TRANSLUCENT PANEL SYSTEM
METAL FLASHING
.
1/2" METAL PLATE, PER
STRUCTURAL
1/2" THICK x 4.5" HEIGHT METAL
BLADE WELDED TO BEAM
12"
4 1/2"
C-5 AT AWNING SOFFIT, TYP.
STEEL AWNING, C-2, TYP
1 1/2"
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:30 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED906
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C.
1 1/2" = 1' -0"
ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1 1/2" = 1'-0" BT120-ARP321
ROOF COPING DETAIL C
SCALE: 1 1/2" = 1'-0" BT120-AIX724
WALL SECTION @ UPPER / LOWER ROOF DETAIL B
SCALE: 3" = 1'-0" BT120-ARP321
GUTTER DETAIL @ SECURITY/STORAGE ROOM A
SCALE: 3" = 1'-0" BT120-AIX725
ROOF DETAIL @ FASCIA, TYP.F
SCALE: 1 1/2" = 1'-0" BT120-AIX723
ROOF DETAIL @ GUTTER E
SCALE: 3" = 1'-0"
OVERHANG DETAIL @ CLERESTORY D
BT120-APP221
4
RTA/CN 0205-24
CORE
FACILITY-ROOF
41' -2"
STANDING SEAM
METAL ROOF
STEEL FASCIA,
C-2, TYP.
METAL ANGLE
METAL SOFFIT PANEL
HSS STRUCTURAL
FRAMING
METAL CRICKET
FLASHING
SEALANT
METAL PLATE
METAL DECK
PLYWOOD SHEATHING
WEATHER
BARRIER, TYP.
RIGID INSULATION
WF STRUCTURAL
FRAMING
SECURITY-ROOF
39.530
2.F
TYPICAL WALL ASSEMBLY
PREFINISHED METAL COPING
W18X50 STRUCTURAL
FRAMING
WOOD BLOCKING
CONT. ROOF AIR BARRIER
STANDING SEAM METAL
ROOFING BEYOND
STRUCTURAL ROOF DECK
2.11
METAL ROOF SYSTEM
METAL ROOF FASCIA TRIM
METAL FLASHING
AIR BARRIER
WOOD BLOCKING
CMU VENEER
STRUCTURAL DECKING
INSULATION
TYPICAL WALL ASSEMBLY
CORE
FACILITY-ROOF
41' -2"
2.8
3"
STEEL GRATING
SCREEN, C-1, TYP
SOFFIT
DOWNSPOUT
2.D
INSULATION, TYP
SHEATHING
PAINTED STEEL ANGLE
FLASHING
METAL SOFFIT PANEL
1-1/2" VERTICAL RAINSCREEN
GIRTS TO ALIGN W/ CAVITY
WALL AIR SPACE BELOW
FORMED METAL WALL PANEL
AIR BARRIER
FRAMING FOR SOFFIT
ATTACHMENT AS
NEEDED
1-1/2" HORIZONTAL
HANGAR RAIL @ 24" OC
STANDOFF CLIPS
RAIN CLADDING SYS
2.D
1-1/2" VERTICAL RAINSCREEN
GIRTS TO ALIGN W/ CAVITY
WALL AIR SPACE BELOW
1-1/2" HORIZONTAL
HANGAR RAIL @ 24" OC
STANDOFF CLIPS
4"
TYPICAL CMU VENEER WALL
ASSEMBLY
LEDGER ANGLE, PT C-2
METAL FLASHING, MATCH
FORMED METAL WALL PANEL
FINISH.
SHEATHING
AIR BARRIER
FORMED METAL WALL PANEL
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:33 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED907
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
MISC DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0" BT120-ARP321
EDGE DETAIL @ MAIN ROOF C
SCALE: 3" = 1'-0" BT120-AIX723
ROOF EDGE DETAIL @ SECURITY BLDG _ GL 2.F A
SCALE: 3" = 1'-0" BT120-AIX721
ROOF EDGE DETAIL @ SECURITY BLDG B
SCALE: 1" = 1'-0"
PARTIAL ROOF PLAN @ MECH OPENING D
BT120-ARP221 SCALE: 3" = 1'-0" BT120-AIX725
WALL PANEL TO SOFFIT TRANSITION E
SCALE: 3" = 1'-0"
WALL PANEL TO SOFFIT TRANSITION F
-
4
RTA/CN 0205-24
CORE
FACILITY-ROOF
41' -2"
2.E
STEEL FASCIA, C-2, TYP.
HSS 6X4X1/4 STRUCTURAL FRAMING
METAL SOFFIT
TYP. WALL ASSEMBLY
TYP. ROOF ASSEMBLY
STRUCTURAL DECKING
2X WOOD BLOCKING
2" RIGID INSULATION
STRUCTURAL DECKING
VAPOR RETARDER
VAPOR BARRIER
ROOF UNDERLAYMENT
PLYWOOD SHEATHING
ROOF ASSEMBLY TYPE 1A
SEE DETAIL NOTES.
R49 BATT INSULATION
BOT OF STRUCTURAL
MEMBERS WHERE OCCURS
PROVIDE WIRE SUPPORT
SYSTEM AND C CHANNEL
FRAMING 24" OC AS
REQUIRED
METAL ROOF
ROOF UNDERLAYMENT
STRUCTURAL ROOF DECK
AIR BARRIER
GYPSUM COVERBOARD
R38 INSULATION
PYLWOOD
SHEATHING
METAL SCREEN
METAL ANGLE
HSS 4X4X1/4
STRUCTURAL FRAMING
EXTERIOR WALL
STEEL PLATE
CONT. CLOSURE PLATE
METAL ANGLE
HSS 6X4X1/4 STRUCTURAL
FRAMING
1/4" NEOPRENE SHIM, TYP.
CONT. SEALANT
CONT. SEALANT
STEEL FASCIA, C-2, TYP.
METAL SCREEN
GUSSET
KNIFE
PLATE
HSS
HANGER
2.2METAL ROOF SYSTEM
METAL COPING
UNDERLAYMENT
CMU VENEER
TYPICAL WALL ASSEMBLY
PLYWOOD SHEATHING
2X4 WD BLOCKING
STRUCTURAL DECKING
R-38 INSULATION
FOAM FILL INSULATION
AT DECK FLUTE
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:36 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED908
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
MISC DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1 1/2" = 1'-0" BT120-AIX723
MAIN ROOF AT SECURITY
BLDG ROOF DETAIL D
SCALE: 3" = 1'-0" BT120-AIX721
ROOF ASSEMBLY TYPE 1_DOC E
SCALE: 3" = 1'-0" BT120-AIX724
ROOF ASSEMBLY TYPE 2_DOC F
DETAIL NOTES:
TYPE 1A IS SIMILAR ASSEMBLY WITHOUT R49 INSULATION. IT OCCURS AT
CANOPY ABOVE OPEN AREA BETWEEN SECURITY OFFICE AND SECURITY
STORAGE.
SCALE: 3" = 1'-0" BT120-AIX723
DETAIL @ METAL SCREEN
MECH EQMT LOWER B
SCALE: 3" = 1'-0" BT120-AIX725
DETAIL @ METAL SCREEN
MECH EQMT UPPER A
SCALE: 3" = 1'-0" BT120-ARP321
ROOF DETAIL @ STORAGE C
4
RTA/CN 0205-24
CORE FACILITY
28' -2"
2.A 2.B
LANDSCAPE
PLANTER EDGE
SIDEWALK
VEGITATIVE SCREEN
SUPPORT
BRACKETS, TYP.
METAL SUPPORT
STRUCTURE
4 1/2"
CORE FACILITY SIDE
CMU VENEER
2" AIR SPACE
RIGID INSULATION
PLYWOOD SHEATHING
INSULATION
GYP BOARD
DAMPPROOFING
MEMBRANE
PERFORATED
PERIMETER DRAIN
SEALANT
0' - 6"
TOP OF LANDSCAPE
GRADING
SHEET METAL OVER
PROTECTION BOARD
2.B
7"
INSULATION
METAL
FLASHING
STANDING
SEAM ROOFING
CMU
VENEER
2x BLOCKING
2.9
2.C
EXTERIOR WALL ASSEMBLY
WINDOW ASSEMBLY
BRICK VENEER
RIGID INSULATION
1"
INSULATION
GYP BOARD
AIR BARRIER
PLYWOOD SHEATHING
8' H PICKET RAILING, COLOR: C1, TYP.
METAL RAIL FRAMING
BACKER ROD AND SEALANT
2.F
RIGID INSULATION
SEALANT
WINDOW FRAME
4" CMU VENEER
5/8" GWB
STEEL ANGLE
4 1/2"
SLOPE: 1/4" PER 1'-0"
.
CORE FACILITY
28' -2"
2.A
CONCRETE FOOTING
R10 INSULATION
VAPOR RETARD MEMBRANE
AIR BARRIER
INSULATION
CMU VENEER
2.E
AIR BARRIER
INSULATION
REGLET FLASHING
METAL ANGLE
CMU VENEER
METAL STUD WALL
PLUMBING CHASE WALL
TRANSPARENT PANEL SYSTEM
SEALANT ON BOTH SIDES
METAL STUD
5/8" GWB
FACE OF INTERIOR WALL
FACE OF EXTERIOR WALL
2.D
2.6
STRUCTURAL
COLUMN
FACE OF INTERIOR WALL
TRANLUCENT
PANEL SYSTEM
JOINT SEALANT
GYPSUM WALLBOARD
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:40 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED909
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PLANTER BOX DETAIL, MISC
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1 1/2" = 1'-0" BT120-AIX725
PLANTER BOX DETAIL A
SCALE: 1 1/2" = 1'-0" BT120-AIX725
GUTTER AT EQUIPMENT CAGE B
BT120-APP221
SCALE: 1 1/2" = 1'-0" BT120-AES911
DETAIL @ PICKET FENCE AND WALL 1
SCALE: 3" = 1'-0" BT120-AIX723
OVERHANG DETAIL @ SECURITY E
BT120-ARP221
SCALE: 1" = 1'-0" BT120-AIX724
TYPICAL INSULATION AT FOUNDATION C
SCALE: 1" = 1'-0" BT120-AIX724
WALL DETAIL @ GRIDLINE 2.E D
BT120-ARP221
SCALE: 1 1/2" = 1'-0" BT120-ACP221
WALL DETAIL AT TRANSLUCENT PANEL 2
SCALE: 3" = 1'-0" BT120-ACP221
TRANSLUCENT PANEL PLAN DETAIL 3
BT120-ACP251
4 4
RTA/CN 0205-24
2'-0"
4"
PARTITION TYPE LEGEND
PARTITION TYPEX
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:48 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AES910
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
PARTITION TYPES
CORE FACILITY12/10/2024 J.C. D.H. C.C.
NTS
ISSUED FOR BID12/10/2024 ISSUED FOR BID
(TYPE B) TYPICAL PARTITION1
MARK STUD WIDTH PRTN WIDTH Design STC
B 6"6 5/8"50
(TYPE A1) TYPICAL PARTITION @ CONC CURB
MARK STUD WIDTH PRTN WIDTH Design STC
A1 6"7 1/4"50
(TYPE A) TYPICAL PARTITION
MARK STUD WIDTH PRTN WIDTH Design STC
A 6"7 1/4"50
1. PARTITIONS ARE DISTINGUISHED ON
FLOOR PLANS BY SYMBOL DESIGNATION,
GRAPHIC DESIGNATION OR A COMBINATION
OF BOTH DESIGNATIONS. SOME PARTITION
TYPES SHOWN ON THIS SHEET MAY NOT BE
USED ON THIS PROJECT.
2. ALL WALLS NOT DESIGNATED WITH A
GRAPHIC OR TAG TO BE TYPE A1. IF
UNCLEAR CONTACT ARCHITECT.
3. SOUND TRANSMISSION CLASS (STC) IS A
RATING SYSTEM THAT DESCRIBES THE
ABILITY OF AN ASSEMBLY TO REDUCE THE
TRANSMISSION OF SOUND. CONFIGURE
SOUND-RATED WALL ASSEMBLIES
ACCORDING TO THE MINIMUM
REQUIREMENTS STIPULATED IN THE STC
TESTS LISTED. STC RATINGS LISTED ARE
BASED ON LABORATORY TESTING AND ARE
NOT INDICATIVE OF RESULTS IN FIELD.
4. REFER TO SECTION 09 29 00 FOR ACOUSTIC
SEALANTS.
5. SOUND ATTENUATION BATTS (SAB) ARE
SPECIFIED IN SECTION 09 29 00. WHERE
SAB ARE INDICATED, THEY SHALL EXTEND
CONTINUOUSLY FROM FLOOR TO
STRUCTURE ABOVE.
6. PARTITIONS ARE INDICATED WITH
CONVENTIONAL GYPSUM WALLBOARD
U.N.O.; UPGRADE TO PREMIUM TYPES OF
WALLBOARD (I.E., MOISTURE-RESISTANT,
TILE-BACKER BOARD, ACOUSTICALLY
ENHANCED, ETC.) BASED ON THEIR
LOCATION AND ACCORDING TO
REQUIREMENTS OF SECTION 09 29 00.
7. "LINE OF STRUCTURE" INDICATED FOR
EACH PARTITION IS DIAGRAMATIC ONLY
AND DOES NOT INDICATE EXACT
CONSTRUCTION CONDITIONS OR
GEOMETRY.
8. ALL DIMENSIONS ARE FROM FACE TO FACE,
OR CENTERLINE TO CENTERLINE, U.N.O.
REFER TO PARTITION MATRICES FOR
PARTITION WIDTH DIMENSIONS UNLESS
INDICATED TO BE SHOWN ON PLAN.
9. REFER TO THE TOILET ACCESSORIES
SHEET AND CASEWORK SHEET FOR
MOUNTING DETAIL INFORMATION.
GENERAL PARTITION NOTES:
4
RTA/CN 0205-24
2.9 2.8
HSS 6 X 4
W16 X 45 9'-7 1/2"9'-7 1/2"
11'-6"
8'-0"
20'-3 3/4"
3'-6"
TRANSLUCENT
WINDOW TYPE I
METAL VERTICAL
BLADE FENCE
C
BT120-AES911
4"
E
BT120-AES911
F
BT120-AES911
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
2.72.62.5
8'-0"
TRANSLUCENT
PANEL SYSTEM, TYP.
D
BT120-AES911
METAL CANOPY
ACCENT CMU, TYP.
FORMED METAL WALL
PANEL
A
BT120-AID909
17' - 4"17' - 3"
D
BT120-AID909
2.7
2.D
2.E
2.62.5
METAL CANOPY
BELOW
EXTERIOR WALL
ASSEMBLY, TYP.
TRANSLUCENT
PANEL SYSTEM,
TYP.
1
BT120-AES911
METAL CANOPY
SUPPORTS, TYP.
D
BT120-AID909
2.5
R13 INSULATION
BRICK VENEER
RIGID INSULATION
PLYWOOD SHEATHING
GYP BOARD
AIR BARRIER
2.9 2.8
2.C
F
BT120-AES911
F
BT120-AID900
TRANSLUCENT PANEL SYSTEMCMU VENEER
2.9 2.8
2.C
1
BT120-AED909
C1: 8' H STEEL
PICKET
RAILINGCMU VENEER
W2
3 1/2"
1/2"
3"
*
NOTE: ARRANGE VERTICAL RAILING MEMBER SO THAT THE ARRANGMENT
WOULD HAVE EQUAL SPACING AT BOTH VERTICLE POSTS
SEE NOTE
CORE FACILITY
28' -2"
2.A
CORE
FACILITY-ROOF
41' -2"
2.D2.E 2.B2.C
C
BT120-AES911
E
BT120-AES911
F
BT120-AID900
B
BT120-AID909
MIN 6"H STEEL FRAMINGS
@ 24" OC MAX FOR SOFFIT
ATTACHMENT
STEEL FRAMING TO
CONNECT TO ROOF BEAM
WITH VERTICAL STEEL
STUDS, TYP. REFER TO
STRUCTURAL ROOF
FRAMING PLAN
3/4" THICK BASE PLATE ON TOP
OF CONCRETE SIDEWALK,
APPLY GROUT TO LEVEL BASE
PLATE AS NEEDED. CONNECT
VERTICAL BLADE PICKETS TO
TOP AND BOTTOM STEEL
PLATES WITH DOUBLE SIDED
FILLET WELDS, TYP
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:54 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AES911
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
TRANSLUCENT WINDOW TYPES
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3/8" = 1'-0" BT120-APP221
TRANSLUCENT PANEL - ENLARGED ELEVATION A
SCALE: 3/8" = 1'-0" BT120-APD223
TRANSLUCENT PANEL - ENLARGED ELEVATION B
SCALE: 3/8" = 1'-0"
ENLARGED PLAN @ TRANSLUCENT TYPE II D
-
SCALE: 1 1/2" = 1'-0" BT120-AES911
JAMB DETAIL @ TRANSLUCENT WINDOW TYPE II 1
SCALE: 3/8" = 1'-0"
SECTION @ TRANSLUCENT PANEL C
-
SCALE: 1" = 1'-0" BT120-APD222
SECTION @ PICKET FENCE E
SCALE: 3/8" = 1'-0"
SECTION @ TRANSLUCENT WINDOW & FENCE F
-
4
RTA/CN 0205-24
CT CERAMIC TILE GWB GYPSUM WALL BOARD
CB CEMENT WALL BOARD PT PAINTED
CMU CONCRETE MASONRY UNIT RB RUBBER BASE
GWB GYPSUM WALL BOARD SC SEALED CONCRETE
PT-3 PORCELAIN TILE
ROOM FINISH LEGEND
A B C
HEIGHT
WIDTH WIDTH
WIDTH
HEIGHT
HEIGHT
VISION PANEL FLUSH SECTIONAL
FF
INSULATED
SECTIONAL DOOR
HM HOLLOW METAL
MTL METAL
PT PAINTED
DOOR FINISH LEGEND
F1 F2
W1
SILL HEIGHT
HEIGHT
WIDTH
SILL HEIGHT
HEIGHT
W2 W3
WIDTH
W4
SILL HEIGHT
HEIGHT
WIDTH
W5.1/ W5.2/
W5.3/ W8
1' - 4"
WIDTH
W6
SILL HEIGHT
0' - 8"
HEIGHT
WIDTHTRANSLUCENT PANEL
METAL FENCE C2-1, TYP.
METAL BRAKE PANEL
W7 NOTE: REFER TO SHEET AES911 FOR
ADDTIONAL INFORMATION FOR W4 AND W7.
HEIGHT
V.I.F.
8' - 0"
V.I.F.
3' - 6"
V.I.F.
WIDTH
SILL HEIGHT
V.I.F.
HEIGHT
V.I.F.
WIDTH
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:32:57 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AES912
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
SCHEDULES
CORE FACILITY12/10/2024 J.C. D.H. C.C.
NTS
ISSUED FOR BID12/10/2024 ISSUED FOR BID
ROOM FINISH SCHEDULE
ROOM
NUMBER ROOM NAME
FLOOR WALLS
CEILIN
G
*REMARKSFLOOR BASE NORTH EAST SOUTH WEST FINISH
BT120L1200 SECURITY BLDG SC RB GWB/PT GWB/PT GWB/PT GWB/PT ACT ABUSE RESISTANT WALL COVERING
BT120L1201 SEC STORAGE SC RB GWB/PT GWB/PT GWB/PT GWB/PT PT PAINTED STRUCTURE, ABUSE
RESISTANT WALL COVERING
BT120L1202 LACTATION ROOM PT-3 RB GWB/PT GWB/PT GWB/PT GWB/PT ACT
BT120L1203 JANITOR SC RB GWB/PT GWB/PT GWB/PT GWB/PT PT
BT120L1204 OPERATOR RESTROOM PT-3 RB CT/CB/PT GWB/PT CT/CB/PT CT/CB/PT GWB/PT SEE CEILING PLAN
BT120L1205 OPERATOR RESTROOM PT-3 RB CT/CB/PT CT/CB/PT CT/CB/PT GWB/PT GWB/PT SEE CEILING PLAN
BT120L1206 OPERATOR RESTROOM PT-3 RB CT/CB/PT GWB/PT CT/CB/PT CT/CB/PT GWB/PT SEE CEILING PLAN
BT120L1207 OPERATOR RESTROOM PT-3 RB CT/CB/PT CT/CB/PT CT/CB/PT GWB/PT GWB/PT SEE CEILING PLAN
BT120L1208 TELECOM SC RB GWB/PT GWB/PT GWB/PT GWB/PT PT PAINTED STRUCTURE
BT120L1209 ELECTRICAL SC RB GWB/PT GWB/PT GWB/PT GWB/PT PT PAINTED STRUCTURE
BT120L1210 STORAGE 1 SC RB GWB/PT GWB/PT GWB/PT GWB/PT PT PAINTED STRUCTURE
DOOR AND FRAME SCHEDULE
ROOM
NUMBER ROOM NAME DOOR NO.TY
P
E
DOOR FRAME
HA
R
D
W
A
R
E
NOTES & REMARKS
SIZE
RATIN
G
MA
T
E
R
I
A
L
FI
N
I
S
H
TY
P
E
MA
T
E
R
I
A
L
FI
N
I
S
H
DETAILS
WI
D
T
H
HE
I
G
H
T
FI
R
E
M
I
N
SO
U
N
D
S
T
C
HEAD JAMB SILL
BT120L1200 SECURITY BLDG BT120L1200A A 3' - 0" 7' - 0"HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED
BT120L1200 SECURITY BLDG BT120L1200B A 3' - 0" 7' - 0"HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED
BT120L1201 SEC STORAGE BT120L1201 B 3' - 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 PROVIDE PUSH
PLATES, INSULATED
BT120L1202 LACTATION
ROOM
BT120L1202 B 3' - 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-3 INSULATED
BT120L1203 JANITOR BT120L1203 B 3' - 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED
BT120L1204 OPERATOR
RESTROOM
BT120L1204 B 3' - 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-3 INSULATED
BT120L1205 OPERATOR
RESTROOM
BT120L1205 B 3' - 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-3 INSULATED
BT120L1206 OPERATOR
RESTROOM
BT120L1206 B 3' - 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-3 INSULATED
BT120L1207 OPERATOR
RESTROOM
BT120L1207 B 3' - 0" 7' - 0"HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-3 INSULATED
BT120L1208 TELECOM BT120L1208A B 6' - 0" 8' - 4"HM PT F2 HM PT A/AID900 1/AID900 D/AID900 HW-2 INSULATED
BT120L1208 TELECOM BT120L1208B B 3' - 0" 8' - 4"HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED
BT120L1209 ELECTRICAL BT120L1209 B 4' - 0" 8' - 4" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED
BT120L1210 STORAGE 1 BT120L1210A B 3' - 0" 7' - 8" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED
BT120L1210 STORAGE 1 BT120L1210B C 8' - 8" 8' - 0" - - MTL PT G/S PT OH INSULATED
SECTIONAL DOOR
DOOR TYPES FRAME TYPES
WINDOW SCHEDULE
TYPE COUNT WIDTH
HEIGH
T
SILL
HEIGHT
HEAD
DETAIL
JAMB
DETAIL SILL DETAIL COMMENTS
W1 2 4' - 9 1/2" 4' - 0" 3' - 4" B/AID900 2/AID900 E/AID900 SECURITY GLAZING
W2 1 2' - 8" 4' - 0" 3' - 4" B/AID900 2/AID900 E/AID900 SECURITY GLAZING
W3 1 2' - 0" 4' - 0" 3' - 4" B/AID900 2/AID900 E/AID900 SECURITY GLAZING
W4 1 19' - 3" 3' - 6" 0' - 0" B/AID909 2/AED905 F/AID900 TRANSLUCENT TYPE I
W5.1 4 1' - 4" 8' - 8" 0' - 0" C/AID909 1/AID909 D/AID909 TRANSLUCENT
W5.2 3 4' - 1 1/2" 4' - 0" 3' - 4" B/AID900 2/AID900 E/AID900 SECURITY GLAZING
W5.3 1 3' - 5 1/2" 4' - 0" 3' - 4" B/AID900 2/AID900 E/AID900 SECURITY GLAZING
W6 1 9' - 4" 2' - 8" 8' - 0" A/AID909 1/AID909 D/AID909 SIM TRANSLUCENT
W7 1 32' - 8" 2' - 0" 8' - 0" A/AID909 1/AID909 D/AED906 TRANSLUCENT
W8 8 1' - 4" 10' - 0" 0' - 0" C/AID909 1/AID909 D/AID909 SPANDREL
WINDOW TYPES
1 EA PANIC DEVICE
1 EA VISUAL INDICATOR
1 EA MORTISE LOCKSET
1 EA KICKPLATE
1 EA SWEEP
1 EA THRESHOLD
1 EA WEATHERSTRIPPING
1 EA CLOSER W/STOP-PUSH SIDE MOUNTED
HW-3 1 PR BUTTS
2 EA KICKPLATES
1 EA ASTRAGAL
1 EA SWEEP
1 EA PANIC DEVICE
1 EA ELECTRIFIED LOCKSET (ACTIVE LEAF)
1 EA THRESHOLD
1 EA WEATHERSTRIPPING
1 EA OVERHEAD STOP - HOLD OPEN
1 EA SURFACE BOLTS - TOP AND BOTTOM
2 EA PULL HANDLES
1 EA ELECTRIFIED HINGE (ACTIVE LEAF)
HW-2 3 PR BUTT HINGES
1 EA PANIC DEVICE
1 EA ELECTRIFIED LOCKSET
1 EA KICKPLATE
1 EA SWEEP
1 EA THRESHOLD
1 EA WEATHERSTRIPPING
1 EA CLOSER W/STOP-PUSH SIDE MOUNTED
1 EA ELECTRIFIED HINGE
HW-1 1 PR BUTT HINGES
HW SET QTY UNIT DESCRIPTION
HARDWARE SCHEDULE
DOOR SCHEDULE NOTES: ALL EXTERIOR DOORS ARE INSULATED WITH U=0.37 MAX
WINDOW SCHEDULE NOTES
TRANSLUCENT PANEL SYSTEM AND WINDOWS ASSEMBLY: U= 0.26 MAX, SHGC = 0.38MAX, VT=1.1 X SHGC,
PROJECTION FACTOR (SECURITY OFFICE) = 0.75 MIN
PROJECTION FACTOR = 0.88 (E WALL) & SPANDREL TRANSLUCENT PANELS SYSTEMS AT OTHER LOCATIONS.
4
RTA/CN 0205-24
2.A
TYP EXTERIOR WALL ASSEMBLY
TRANSLUCENT PANEL SYSTEM
JOINT SEALANT
CONT AIR BARRIER
INSULATION
FINISH PER SCHEDULE
SHEATHING
INSULATION FOR CAVITY WALL
CMU VENEER
2.A
2X WOOD BLOCKING
CMU VENEER
TRANSLUCENT PANEL
1 0 4 .0 3 6 2 4 3 5 °
2.C
W12X35 PER STRUCTURAL
METAL SOFFIT PANEL
ALUMINUM FRAME FOR
TRANSLUCENT PANEL SYSTEM
METAL ANGLE
TRANSLUCENT PANEL
2.D
GRATING PANEL, WMP-6
FORMED METAL PANEL
1/4" BOLT ON Z CLIPS @ 12" O.C.
METAL FLASHING
AIR BARRIER
ALUMINUM FRAME FOR PANEL SYSTEM
INSULATION
SHEATHING
RIGID INSULATION
CONT BACKER ROD AND SEALANT
BOTH SIDES
TRANSLUCENT PANEL SYSTEM
1'-2"
4X6 STL ATTACHMENT ANGLE
MIN 1 1/2" AIR CAVITY
2.D
METAL SILL FLASHING
INSULATION
INSULATION FOR FOUNDATION PERIMETER
CONT BACKER ROD AND SEALANT
BOTH SIDES
TRANSLUCENT PANEL SYSTEM
CONCRETE SLAB
DAMPPROOFING
FINISH GRADE / SIDEWALK
SHEET METAL COVER
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:28 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID909
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0" BT120-APP221
JAMB DETAIL @ W5 WINDOW 1
SCALE: 3" = 1'-0" BT120-ARP321
HEAD DETAIL @ TRANSLUCENT WINDOW C
SCALE: 3" = 1'-0"
SOFFIT DETAIL @ OPEN SPACE B
BT120-AES911SCALE: 3" = 1'-0" BT120-AES911
WINDOW HEAD DETAIL @ METAL GRATING A
SCALE: 3" = 1'-0" BT120-AES911
SILL DETAIL @ METAL GRATING D
4 8
RTA/CN 0205-24
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:57 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP231
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
FLOOR PLAN
GANTRYJC DH CC
JC DH CC
12/10/2024 469ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:46:59 PM 1/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE832
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
GANTRYJC DH CC
JC DH CC
12/10/2024 471ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
GANTRY
27' -0"
3.3 3.43.2
PRE FINISHED -BOX FRAMED PERFORATED ALUMINUM
IMAGE PANELS. WMP-4
GANTRY TOP COS
56.750
GANTRY BOTTOM COS
47.750
2'-6"
BOX FRAMED
PERFORATED
ALUMINUM METAL
PANEL, WMP-5, TYP.
BOX FRAMED PERFORATED
ALUMINUM METAL PANEL,
WMP-5, TYP.
8'-0"
9'-0"
EQ EQ
A
BT120-AED910
CONCRETE PEDESTAL
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:33:44 PM 1/4" = 1'-0"
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE833
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
GANTRY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE IN FEET
4 0 88 16
SCALE: 1/4" = 1'-0" BT120-APP231
GANTRY SOUTH ELEVATION - EAST HALF A
4
RTA/CN 0205-24
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:01 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE834
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
GANTRYJC DH CC
JC DH CC
12/10/2024 473ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:01 PM
BT120
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ACP231
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
REFLECTED CEILING PLAN
GANTRYJC DH CC
JC DH CC
12/10/2024 474ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:02 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED910
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
GANTRY DETAILS
GANTRYJC DH CC
JC DH CC
12/10/2024 475ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:02 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP241
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
FLOOR PLAN
BEB EQUIPMENT YARDJC DH CC
JC DH CC
12/10/2024 476ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:03 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ARP341
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
ROOF PLAN
BEB EQUIPMENT YARDJC DH CC
JC DH CC
12/10/2024 477ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:03 PM 3/16" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE841
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
BEB EQUIPMENT YARDJC DH CC
JC DH CC
3/16" = 1'-0"
12/10/2024 478ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:04 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-ACP241
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
REFLECTED CEILING PLAN
BEB EQUIPMENT YARDJC DH CC
JC DH CC
1/4" = 1' -0"
12/10/2024 479ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:04 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AED913
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
MISC DETAILS
BEB EQUIPMENT YARDJC DH CC
JC DH CC
3" = 1' -0"
12/10/2024 480ISSUED FOR BID12/10/2024
1 06/13/2025 ADDENDUM #1
1
DELETED
1
5.1 5.2
5.A
5.B
A
BT120-AEE851
B
BT120-AEE851
C
BT120-AEE851
D
BT120-AEE851
501
17'-0 1/4"
EDGE OF CONC
SLAB, TYP
28'-6"
SHEET NOTES:
1. FOR FENCE, GATE, AND DETAILS SEE BT120-
CRD125 TO BT120-CRD127
2. PROVIDE HARDWARE SET HW-3 WITHOUT
SWEEP AND THRESHOLD FOR GATE 501
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:05 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP251
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
FLOOR PLAN
GENERATOR PADJC DH CC
JC DH CC
1/4" = 1' -0"
12/10/2024 481ISSUED FOR BID12/10/2024
SCALE IN FEET
2 44 80
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1
1 06/13/2025 ADDENDUM #1
1
1
1
5.15.2
GENERATOR AT BKGD
(3) EQS = 18'-0"
BOLLARDS AT FOREGROUND. NOT
SHOWN FOR CLARITY, TYP
5.A5.B
PERFORATED SECURITY
SCREEN, WMP-5, OVER METAL
GATE & FENCE, TYP
FENCE POST, TYP
1'-6"4'-6"(3) EQS = 23'-6"
4'-0"
GATE 501
BOLLARDS AT THE
FOREGROUND. NOT
SHOWN FOR
CLARITY, TYP
TYP
8'-0"
5.1 5.2
(3) EQ = 18'-0"
GENERATOR AT BKGD
5.A 5.B
(4) EQ = 29'-6"
GENERATOR AT BKGD
SHEET NOTES:
1. FOR FENCE, GATE, AND DETAILS SEE BT120-
CRD125 TO BT120-CRD127
2. PROVIDE HARDWARE SET HW-3 WITHOUT
SWEEP AND THRESHOLD FOR GATE 501
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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A
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FU
L
L
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A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:06 PM 1/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE851
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
GENERATOR PADJC DH CC
JC DH CC
12/10/2024 482ISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0" BT120-APP251
NORTH ELEVATION - GENERATOR A
SCALE: 1/4" = 1'-0" BT120-APP251
EAST ELEVATION - GENERATOR B
SCALE: 1/4" = 1'-0" BT120-APP251
SOUTH ELEVATION - GENERATOR C
SCALE: 1/4" = 1'-0" BT120-APP251
WEST ELEVATION - GENERATOR D
1 06/13/2025 ADDENDUM #1
1
1
1
1
FIX2.3
2.J
A
BT120-AEE861
B
BT120-AEE861
C
BT120-AEE861
REFUSE
AND
RECYCLING
AREA
(3) EQ = FULL LENGTH
FACE OF CORE FACILITY WALL
CONT. STEEL PICKET FENCE
GENERAL NOTES:
SEE BT120-CRD125, BT120-CRD126, BT120-CRD127 &
BT120-CGP102 FOR FENCE & GATE DETAILS &
DIMENSIONS
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:06 PM As indicated
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-APP261
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
FLOOR PLAN
REFUSE AND RECYCLING AREAJC DH CC
JC DH CC
3/8" = 1' -0"
12/10/2024 483ISSUED FOR BID12/10/2024
SCALE IN FEET
024 4
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
1 06/13/2025 ADDENDUM #1
1
1
1
CORE FACILITY
28' -2"
ALUMINUM PERFORATED PLATE WALL PANEL,
WMP-5, OVER METAL FENCE & GATE, TYP
FACE OF CORE
FACILITY WALL
CORE FACILITY
28' -2"
CORE FACILITY
28' -2"
GENERAL NOTES:
SEE BT120-CRD125, BT120-CRD126, BT120-CRD127 &
BT120-CGP102 FOR FENCE & GATE DETAILS &
DIMENSIONS
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
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FU
L
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C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:07 PM 1/4" = 1'-0"
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AEE861
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
EXTERIOR ELEVATIONS
REFUSE AND RECYCLING AREAJC DH CC
JC DH CC
12/10/2024 484ISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0" BT120-APD225
NORTH ELEVATION REFUSE AND
RECYCLING AREA ENCLOSURE A
SCALE: 1/4" = 1'-0" BT120-APD225
SOUTH ELEVATION REFUSE AND
RECYCLING AREA ENCLOSURE C
SCALE: 1/4" = 1'-0" BT120-APP261
EAST ELEVATION REFUSE AND
RECYCLING AREA ENCLOSURE B
SCALE IN FEET
2 44 80
1 06/13/2025 ADDENDUM #1
1
1
1
SCHEDULED DOOR
EXTERIOR THRESHOLD
1/2"
1/4" MAX 1/2"
1/2"
FACE OF WALL SCHEDULED DOOR
DOOR FRAME
AT OPERATOR RESTROOM
FLOOR FINISH PER
SCHEDULE
CO
N
C
.
SL
A
B
SI
D
E
WA
L
K
FACE OF DOOR
JAMB
TILE
THIN SET MORTAR BED
WIDTH
JAMB
2.C
HSS 6 X 4 X 5/16
ALUMINUM FRAMING
TRANSLUCENT PANEL SYSTEM TYPE I
WITH ALUMINUM FRAME, PROVIDE
DISSIMILAR METAL PROTECTION
PAINTED METAL FLASHING
1/2" X 3" METAL VERTICAL
PICKET RAILING, HPC-2, C-2
3"
1 1/2"
4 3/8"
1/2"
1/2" x 3" METAL TOP PLATE
CONCRETE MASONRY LINTEL
CONT. SEALANT
HOLLOW METAL FRAME
SCHEDULED DOOR
4" CMU VENEER
1 1/2"2"
BOX FRAME, SEE STRUCT.
DWGS
5/8" GWB
R10 INSULATION
R13 INSULATION
STEEL ANGLE
RIGID INSULATION
SEALANT
BOX BEAM
WINDOW FRAME
4" CMU VENEER
5/8" GWB
STEEL ANGLE
BACKER ROD AND
CONT. SEALANT
R13 INSULATION
BACKER ROD AND
CONT. SEALANT EA.
SIDE
WINDOW FRAME
METAL FLASHING
R10 INSULATION
4" CMU VENEER
5/8" GWB
CONT. SEALANT
BOTH SIDES
4" CMU VENEER
CONT. SEALANT
SEE A/ BT120-AID900 FOR SIMILAR INFORMATION
2"
1 3/4"1 1/2"WINDOW FRAME
BACKER ROD AND
CONT. SEALANT
SEE B/ BT120-AID900 FOR SIMILAR INFORMATION
WINDOW FRAME
INSULATION
SEALANT
BOX BEAM
TRANSLUCENT
PANEL SYSTEM
METAL PANEL
5/8" GWB
STEEL ANGLE
BACKER ROD AND
CONT. SEALANT
WMP-6
1 1/2"
AIR BARRIER
WALL PANEL TO ATTACH
STEEL FRAME, TYP
ALUMINUM PERFORATED
PLATE WALL PANEL,
WMP-5, ATTACH TO
FRAMING WITH TAMPER
PROOF FASTENERS, TYP.
FASTENER, TYP.
SUPPORT CLIP, TYP.
PLAN VIEW
ACCESS DOOR
ELEVATION
@ BOTTOM
@ TOP
CONTIUOUS HINGE
ALUMINUM PERFORATED PLATE
WALL PANEL, WMP-5, ATTACH
TO FRAMING WITH TAMPER
PROOF FASTENERS, TYP.
CAM LOCK WITH LATCH AND
HOUSING AT TOP AND BOTTOM OF
EACH ACCESS PANEL. CAM LOCK
CORE SHALL BE IC CORE IN
COMPLIANCE WITH ST HARDWARE
REQUIREMENT
PANEL SUPPORT FRAMING, TYP.
PANEL FASTENER, TYP.
STEEL SUPPORT
FRAME, PAINTED, SEE
DETAIL G/-FOR PANEL
ATTACHMENT, TYP
BOTTOM OF OUTRIGGER
FACE OF WALL FINISH
ALUMINUM
PERFORATED PLATE
WALL PANEL, WMP-5,
ATTACH TO FRAMING
WITH TAMPER PROOF
FASTENERS, TYP.
3"
B.O. CEILING
KICKER
METAL STUD, SECURED TO STRUCTUR
ABOVE
GYPSUM
WALL BOARD
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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A
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FU
L
L
S
C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:08 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID900
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
CORE FACILITYJC DH CC
JC DH CC
12/10/2024 485ISSUED FOR BID12/10/2024
SCALE: 3" = 1'-0"
DOOR - THRESHOLD D
-
SCALE: 3" = 1'-0"
SILL DETAIL @ WINDOW & FENCE F
BT120-ARP221
SCALE: 3" = 1'-0"
DOOR - HEAD A
-SCALE: 3" = 1'-0"
WINDOW - HEAD B
-
SCALE: 3" = 1'-0"
WINDOW - SILL E
-
SCALE: 3" = 1'-0"
DOOR - JAMB 1
-SCALE: 3" = 1'-0"
WINDOW - JAMB 2
-
SCALE: 3" = 1'-0" BT120-AIX725
WINDOW - HEAD @ METAL SCREEN C
SCALE:
METAL PANEL SUPPORT G
SCALE: 3" = 1'-0"
ACCESS PANEL DOOR DETAILS H
SCALE: 1" = 1'-0"
METAL PANEL SUPPORT J
1
1
SCALE: 1 1/2" = 1'-0"
SOFIT DETAIL K
N.T.S.
N.T.S.
1 06/13/2025 ADDENDUM #1
1
1
1
1
FINISH FLUSH WITH
ADJACENT CEILING
GROMMET/LATCH
GYPSUM BOARD CASING BEAD
ALL THE WAY AROUND
5/8" GYPSUM WALL BOARD
7/8" X 26 GAGE MINIMUM
FURRING CHANNELS
1 1/2" X 1.12#/FT MINMAL CHANNEL
FRAME AROUND OPENING
PREMANUFACTURED CEILING ACCESS
PANEL WITH RECESSED DOOR SECURED
TO CHANNELS PER MANUFACTURER
8 GAGE HANGER WIRE
WITH 3 TIGHT TURNS
WITHIN 1 1/2"
MTL STUD FRAMING BRACED
TO ROOF FRAMING
SEE WALL TYPES FOR DETAIL
TOP OF STRUCTURE
SUSPENDED MTL CEILING
FRAMING BRACED AT
PARTITION, TYP.
BLKG, TYP. AT CEILING
PERIMETER
5/8"THK GWB @
PARTITION & CEILING
NOTE: SUSPENDED CEILING TO
BE RATED AS REQUIRED TYP.
TOP OF STRUCTURE
SEE WALL TYPES FOR DETAIL
MTL STUD FRAMING BRACED
TO ROOF FRAMING
ACOUSTICAL CEILING TILE, TYP.
5/8" THK GWB ON MTL
STUD FRAMING
HANGER WIRE
@ ALL
CORNERS TO
STRUCTURE
1 1/2" CARRYING
CHANNEL FRAMING ALL
SIDES CONNECT TO
ADJACENT MAIN RUNNER
ACCESS
PANEL
MOUNTING
FLANGE
SEE REFLECTED CEILING PLAN
FOR LOCATION & DIMENSION
0' - 2 5/32"SEE REFLECTED CEILING PLAN
FOR LOCATION & DIMENSION
CONTINUOUS EXTRUDED
FLEXIBLE GASKET
CONTINUOUS
EXTRUDED ALUMINUM
FRAME
WALL AS
SCHEDULED
CEILING
FRAME CONCEALED BY
FEATHERED JOINT
COMPOUND
TEK SCREW 18" OC
4 5 .0 0 0 °
#12 GA HANGER WIRE
(VERT.) @ 4 CORNERS
CADDY #515 T-BAR CLIP FOR
SECURING FIXTURE TO T-BAR
GRID (4 PER FIXTURE)
NOTE:
ALL HANGER AND THE WIRES
SHALL BE ANCHORED TO BUILDING
STRUCTURAL MEMBERS.
MINIMUM 4 TURNS
WITHIN FIRST 1-1/2"
(VERTICAL)
T-BAR GRID
(TYPICAL)
#12 AWG TIE WIRE (45
DEGREE DIAGONAL)
AT 4 CORNERS
4 5 .0 0 0 °
4 5 .0 0 0 °
LIGHTING
FIXTURE
TIE WIRE
TIE WIRE
PLAN
VIEW
45.000°
D
BT120-AID901
COMPRESSION POST
WHERE REQ'D
LOCATE @12' OC
EACH DIRECTION
SUSPENSION WIRE,
SPLAY 4 -WAYS AND
PLACE @ 45 DEGREES
TO HORIZONTAL
PARALLEL OF CEILING
'T'S
1/4" ∅BOLT MIN.
MAIN CEILING RUNNER 'T' @4'-0" OC MIN.
CROSS CEILING
RUNNER 'T' @2'-0"
OC MIN.
T-BAR GRID
LIGHT
FIXTURE
12 GA. HANGERS @
48" OC AND WITHIN 3"
OF ANY FIXTURE
WHERE LIGHT FIXTURES
ARE IN TANDEM, COMMON
HANGERS MAY BE USED.
NOTE:
PROVIDE 2 -12 GA. HANGERS FROM FIXTURE HOUSING TO
CEILING SYSTEM HANGER OR TO STRUCTURE ABOVE. THESE MAY
BE SLACK WIRES.
WIRE TO BE STRAIGHT, WITHOUT EXTRANEOUS KINKS OR BENDS
AND TOLERATE A 200 LB. PULL WITHOUT STRETCHING OR
SHIFTING THE SUSPENSION CLIP.
CLIP EACH FIXTURE TO GRID (CAPACITY OF EA. CLIP = 100%
FIXTURE WEIGHT ACTING IN ANY DIRECTION)
2
BT120-AID901
WIRE WITH 3 TIGHT
TURNS IN 1 1/2"
EYE PIN EXPANSION
STRUCTURE ABOVE
1 1/2" MIN.
FIRST BRACING POINT FROM WALL
WALL LINE
4-WAY -45° DIAGONAL 12 GA WIRE BRACING @
8'-0" OC x 12'-0" & COMPRESSION STRUT (10 GA
WIRE IF CEILING IS SUPPORTING PARTITIONS)
MAIN 'T' BAR
WALL LINE
12 GA
VERTICAL
HANGER
WIRES @
4'-0" OC
EACH WAY
CROSS
'T'-BAR
TO 1ST
4'-0" MAX
BR
A
C
I
N
G
UNSUPPORTED LENGTH OF T-BAR. 8" MAX.
OR 1/4" WHICHEVER IS LESS.
MAX
8"
TYP.
2'-0"MAX
8"WALL LINE
4-WAY -45° DIAGONAL 12 GA WIRE BRACING @
8'-0" OC x 12'-0" & COMPRESSION STRUT (10 GA
WIRE IF CEILING IS SUPPORTING PARTITIONS)
WALL LINE
MAX
8"
MAX
4'-8"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
25
G
A
7
/
8
"
H
A
T
C
H
A
N
N
E
L
S
A
T
5
/
8
"
GY
P
.
B
D
.
C
R
O
S
S
F
U
R
R
I
N
G
:
H
.
R
.
1
"
41
#
A
T
P
L
A
S
T
E
R
.
A
BT120-AID901
SEE A/ BT120-AID901 FOR SIMILAR INFORMATION
MTL STUD FRAMING BRACED
TO ROOF FRAMING
TOP OF STRUCTURE
NOTE: SUSPENDED CEILING TO
BE RATED AS REQUIRED TYP.
SEE WALL TYPES FOR DETAIL
3/4" MIN CLEARANCE
(PANEL FREE TO SLIDE)
ACOUSTICAL CEILING TILE
5/8" GWB BOTH SIDES
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
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1
"
A
T
FU
L
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A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:15 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID901
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0"
ACCESS PANEL - CEILING MOUNTED A
-
SCALE: 1/8" = 1'-0"
TYP. GWB SUPPORT E
-SCALE: 1/8" = 1'-0"
TYP. ACT TRIM G
-
SCALE: 12" = 1'-0"
ACCESS PANEL - INLAY B
-SCALE: 6" = 1'-0"
SUSPENDED/ ISOLATED GWB C
-
SCALE: 1/8" = 1'-0"
TYP. RECESSED LUMINAIRE 2
-SCALE: 1/8" = 1'-0"
TYP. SUSPENDED GRID 1
-
SCALE: 1/4" = 1'-0"
TYP. SUSPENSION WIRE @
STRUCTURE D
-
SCALE: 1/4" = 1'-0"
SUSPENDED 2X2 GRID 4
-SCALE: 1/4" = 1'-0"
SUSPENDED 2X4 GRID 3
-
SCALE: 3" = 1'-0"
ACOUSTICAL CEILING SUPPORT F
-
48
RTA/CN 0205-24
4" COVED TOE TILE TO
MATCH WALL TILE
THIN SET MORTAR
TOP OF SEALED
CONCRETE SLAB
SILICONE JOINT
CEMENT BOARD
WALL TILE AS SCHEDULED
GROUT JOINT
6 "
METAL STUDS
AS SHOWN
6" X 16 GA. STL. PL. W 2 #
10 X 2" SMS 2 BAY MIN.
E Q
E Q
S T D . S T U D S P A C I N G
TYPE A:
TOILET ACCESSORIES AND ALL ITEMS NOT
OTHERWISE NOTED
TYPE B:
CABINETS AND COUNTERS UNLESS OTHERWISE NOTED
16 GA. BACKING CHANNEL OR
PREFAB CHANNEL SET FLUSH
W/ STUDS (TYP.) USE 14GA.
@ TOILET PTN BACKING
16 GA. MIN. METAL STUDS,
DEPTH OF STUDS AS REQ'D
BY PTN. SCHED. 2 BAY MIN.
E Q
E Q
S T D . S T U D S P A C I N G
1.5"
1/8"1/8"
TYP
1/2"1/8"
TYP
DOOR AS SCHEDULED
FACE OF DOOR FRAME
CASING BEYOND
THRESHOLD AS
SCHEDULED
SET IN FULL BED OF
MASTIC
FLOOR AS
SCHEDULED
CONCRETE
SLAB ON
GRADE
SLOPE SLOPE
RUBBER BASE
TOP OF SEALED
CONCRETE SLAB
SILICONE JOINT
5/8" GWB
WALL TYPE AS SCHEDULED STEEL BRACKET
ANCHORED TO CMU
WALL PER MFG
WALL MOUNTED
FIRE
EXTINGUISHER
32 3/4" A.F.F.
WALL AS SCHEDULED
4"
12"
7 3/4"
PIANO HINGE
GLASS VISION
PANEL
CABINET DOOR
PULL
SECTION
1A
NOTE: TYP. MOUNTING
HEIGHT IS 34" AFF TO
CENTER OF CABINET
INTEGRAL FIRE
STOP WRAPPING
CABINET INSERT
PER ANSI/UL 1479
7 3/4"
4"
5/8" TYPE 'X'
GYP BOARD
ON MTL
STUDS
SPRING
LOCK
GLASS VISION
PANEL
CABINET DOOR PULL
CABINET DOOR
FIRE SEALANT
AROUND ALL
SIDES
METAL STUDS
UNFACED ROCK
WOOL BATT
INSULATION
INTEGRAL FIRE STOP
WRAPPING CABINET
INSERT PER ANSI/UL
1479
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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1
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A
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FU
L
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S
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A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:17 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID902
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0"
WALL TILE TO FLOOR A
-
SCALE: 3" = 1'-0"
WALL BACKING 1
-
SCALE: 6" = 1'-0"
THRESHOLD C
-SCALE: 6" = 1'-0"
FLOOR DRAIN E
-SCALE: 3" = 1'-0"
WALL BASE B
-SCALE: 1 1/2" = 1'-0"
FIRE EXTINGUISHER - WALL MOUNTED D
-
SCALE: 1 1/2" = 1'-0" BT120-AIE821
FIRE EXTINGUISHER - RECESSED 2
48
RTA/CN 0205-24
TICKETSCOORDINATE WITH
SOUND TRANSIT
SIGNAGE
STANDARDS FOR
INSTALLING BT120-
TVM DECALS
TVM,
NIC
PEDESTAL
TICKETS
4' - 0"IF TVM'S ARE
PLACED
ADJACENT TO
EACH OTHER
B
BT120-AID903
ANCHOR
1/2" X 5
1/2"
ANCHOR
BOLT
TVM
PEDEST
AL, NIC
CONC
SLAB
SEE
STRUCT
METAL
PANEL AS
SCHEDULED
SEALANT
JOINT
PER MFR
1' - 6 1/2"
1 1/4"
2' - 11 3/8"
R 2' - 1
1 5/8"
4' - 0"
2' - 6"
MINIMUM CLEARANCE
DIMENSION FOR
ENCLOSED TVM. (1" TYP.)
OUTLINE OF EQUIPMENT AND
OPNG CLEARANCE
OUTLINE OF ADA
PARALLEL APPROACH
TVM
EQ EQ
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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1
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A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:18 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID903
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
TRANSIT CENTER12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1" = 1'-0" BT120-APD101
TVM ELEVATION A
SCALE: 3" = 1'-0" BT120-AID903
TVM BASE DETAIL B
SCALE: 3/4" = 1'-0" BT120-APP213
TVM TYPICAL PLAN 1
488
RTA/CN 0205-24
2' - 0"
NON-SLIP MICRO DOT
SURFACE TEXTURE, TYP.
1"
1' - 10"
1"
1"1' - 10"1"
2' - 0"
A
BT120-AID904
F
BT120-AID904
1"1 21/32"
3/4"
NON-SLIP MICRO DOT
SURFACE TEXTURE
7/16"
3/16"
27/32"
R = 1/2"
1 21/32"1 21/32"1 21/32"1 21/32"1 21/32"1"
PT-2 ON WET SET CONCRETE
ROADWAY CONC PAD
DRAINAGE MAT
MORTAR MIX
REINFORCED MORTAR BED
-
PC-2
CONCRETE CURB
9" TYP
TOP OF
SL PER CIVIL
PLATFORM SLAB- SEE
STRUCTRUAL FOR ADDITIONAL
INFO
ED
G
E
OF
T
I
L
E
CONT RUBBER RAIL
TOP OF
CRUSHED SURFACING
MATERIAL -WHERE OCCURS
6"24".
ROADWAY
PLATFORM
3"
4"
PB-1
CL
SEALANT
JOINT
COMPRE
SSIBLE
FILLER
3/4" @ EJ
1/2" @ MJ
-
9" TYP
TOP OF
SL PER CIVIL
PLATFORM SLAB-
ED
G
E
OF
T
I
L
E
TOP OF
6"24".
ROADWAY
PLATFORM
3"
SEE C/ BT120-AID904 FOR SIMILAR INFORMATION PT-2 ON WET-SET CONCRETE
MORTAR MIX
PC-2
CL FLUSH
GROUT JOINT
FOR CALLOUTS AND
DIMENSIONS IN
COMMON, SEE
3/BTSTD-AFD101
1/4"
PT-2
PT-2
ALIGN 2'X2' PT-2 JT WITH
PLATFORM CONTROL
JOINTS, TYP
CL
JOINT
MORTAR
MIX
PC-2
CL
SEALANT
JOINT
FLEXIBLE
JOINT FILLER
REINFORCEMENT
1/4"
ALIGN LOWER
PLANE OF TILE WITH
LOWER PLAN OF
RIBBED PAVER
SEE C/ BT120-AID904 FOR SIMILAR INFORMATION
CL
JOINT
STATION
PLATFORM SLAB
1/2"CONCRETE PAVER CL
JOINT
A
BT120-AID905
PLATFORM SLAB
CRACK
SUPPRESSION
MEMBRANE
THINSET
MORTAR
REINFORCED
MORTAR BED
DRAINAGE MAT
CONC CURB,
SEE STRUCT
CRUSHED
SURFACING
MATERIAL
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
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FU
L
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C
A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:20 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID904
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
TRANSIT CENTER12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1 1/2" = 1'-0" BT120-AID907
PT-2 PLAN 1
SCALE: 6" = 1'-0" BT120-AID904
PT-2 SECTION A
SCALE: 3" = 1'-0" BT120-AID907
PT-2 @ PLATFORM EDGE C
SCALE: 12" = 1'-0" BT120-AID904
EXPANSION JOINT @ PT-2_DOC F
SCALE: 3" = 1'-0" BT120-AID907
PT-2 @ PLATFORM EDGE B
SCALE: 12" = 1'-0" BT120-AID905
JOINT DETAIL @ PC-2 D
SCALE: 12" = 1'-0" BT120-AID907
JOINT DETAIL @ PT-2 E
SCALE: 12" = 1'-0" BT120-AID905
JOINT DETAIL @ PT-2 TO PC-2 H
SCALE: 3" = 1'-0" BT120-AID907
EXPANSION JOINT PLATFORM TYP J
SCALE: 3" = 1'-0" BT120-AID907
PAVERS @ PLATFORM WAITING AREA G
489
RTA/CN 0205-24
TOPPING SLAB
CONCRETE SLAB
FO
C
COMPRESSIBLE
FILLER
3/4"
EN
D
O
F
PL
A
T
F
O
R
M
CIP CONC
PC-2
CL FLUSH
GROUT JOINT
FOR CALLOUTS
AND
DIMENSIONS IN
COMMON, SEE
3/BTSTD-
AFD101
1/4"
PT-2 PC-2
PLATFORM
SLAB
DRAINAGE
MAT
H
BT120-AID904
D
BT120-AID904
3"
1'-0" CL OF JOINTS, TYP PT-2 CL
JOINT
A
BT120-AID905
PLATFORM SLAB
CRACK
SUPPRESSION
MEMBRANE
THINSET
MORTAR
REINFORCED
MORTAR BED
DRAINAGE MAT
CONC CURB,
SEE STRUCT
CRUSHED
SURFACING
MATERIAL
CL
JOINT
STATION PLATFORM
SLAB
SLAB THICKNESS = T
T/3
1/4"
SAW CUT CONTROL JT -
FILL JT WITH SEALANT
THIN SET
MORTAR
TOPPING SLAB
TOOLED CONCAVE
SEALANT JOINT BOTH
SIDES OF TACTILE
PATH GRANITE PAVER
CL
SEALANT
JOINT
TACTILE STONE
TILE, PB-1, TYP.
1/4"
CRACK
SUPPRESSION
MEMBRANE
FLEXIBLE JT
FILLER
CL
JOINT
CONTROL JOINT
AT
STRUCTURAL
SLAB WHERE
OCCURS
PAVER OR TILE
SEALANT OVER
BACKER ROD
COMPRESSIBLE
FILLER
STRUCT SLAB
1/2"
CONC
SIDEWALK,
SEE CIVIL
STATION
PLATFORM
SLAB
BA
C
K
F
A
C
E
OF
PL
A
T
F
O
R
M
B
BT120-AID905
9"
PLATFORM
SLAB
STRUCT
ISOLATION
JT
C B
CONCRETE PLATFORM /PC
CONC PAVERS (PC-2)PER PLANS
SHELTER FOUNDATION -
SEE STRUCTURAL
BACK FACE OF PLATFORM
CRUSHED BASE COURSE -
SEE STRUCT
CIP CONC POUR BACK STRIP
2' - 0" UNO
TOP OF PLATFORM
3"
EXPANSION
MATERIAL -AS REQ'D
TOP OF FOUNDATION
SEE STRUCT
SYSTEMS/ELEC CONDUITS
CIP CONC POUR BACK STRIP, NIC
PT-2
REINFORCED
MORTAR BED
TOPPING
SLAB
ALIGN LOWER
PLANE OF TILE
WITH TOP OF
TOPPING SLAB
CL
SEALANT JOINT
THIN SET
MORTAR
CRACK
SUPPRESSION
MEMBRANE
1/4"
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
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S
C
A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:22 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID905
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
TRANSIT CENTER12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 12" = 1'-0" BT120-AID905
JOINT DETAIL @ PLATFORM END B
SCALE: 12" = 1'-0" BT120-AID907
JOINT DETAIL @ PC PAVERS C
BTSTD-AFD101
SCALE: 3" = 1'-0" BT120-AID907
PT-2 @ BUS #1 BOARDING ZONE F
SCALE: 3" = 1'-0" BT120-AID907
PT-2 @ PLATFORM WAITING AREA G
SCALE: 3" = 1'-0"
MOVEMENT JOINT PLATFORM TYP H
BTSTD-AFD101 SCALE: 12" = 1'-0"
JOINT DETAIL @ CONCRETE TO PB-1 J
-SCALE: 6" = 1'-0"
MOVEMENT JOINT @ PAVER
OR TILE, TYP K
-
SCALE: 3" = 1'-0"
PLATFORM EDGE @ BACK E
BTSTD-AFD101SCALE: 1" = 1'-0"
FOUNDATION DETAIL @ PLATFORM D
BTSTD-AEX101SCALE: 12" = 1'-0" BT120-AID904
JOINT DETAIL @ PT-2 TO CONCRETE A
BTSTD-AFD101
49
RTA/CN 0205-24
BASE PLATE
SST POST 2" X 3/4"
3"
CL
INTERIOR FACE OF
CONCRETET CURB
3/4 x 2 PLATE STEEL POST, TYP.
(4'-0" MAX O.C. PER PLAN)
3/4 x 1-1/2 PLATE STEEL, TYP.
PLATE 4x6x3/8 TYP.
W/ ANCHOR
PLATFORM SLABTYP.
4 1/2"
TOP OF PLATFORM
TOP OF RAILING
C
CL
GRADE -EL
VARIES, SEE CIVIL3"
3'-6"
3'-1 1/2"
2'-9"
2'-4 1/2"
2'-0"
1'-7 1/2"
1'-3"
10 1/2"
5 1/4"
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:23 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID906
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
TRANSIT CENTER12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0" BT120-APP212
STAINLESS RAILING (GDR-9) - PLAN 1
SCALE: 1 1/2" = 1'-0" BT120-AEX711
TYPICAL STAINLESS RAILING DETAIL A
49
RTA/CN 0205-24
PT-2, TYP.
PRECAST CONCRETE
PAVERS, PC-2, TYP.
C
BT120-AID905
E
BT120-AID904
G
BT120-AID905
G
BT120-AID905
F
BT120-AID905
J
BT120-AID904
6' - 0"
DIM
POINT
PER
PLAN
FULL TILE WIDTH
2' - 0"
CONCRETE
CURB
CIP-1, SCORING LOCATE PER
PLAN STATION PLANS
6' - 0"
BUS FLAG, SEE STATION SITE
PLANS, GENERAL NOTE 1.
DIMENSION PER STATION PLANS
2' - 3"
@ EJ
ACCENT
CONCRETE
6"
3'-6"
B
BT120-AID904
1
BT120-AID904
C
BT120-AID904
G
BT120-AID904
LITTER OR RECYCLE
RECEPTACLE
(W/ LINER REMOVED
FOR CLARITY)
(2) ANCHOR TABS
W/ 7/16" Ø HOLES
4"
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:24 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID907
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
TRANSIT CENTER12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1" = 1'-0" BT120-APP213
ENLARGED PLAN - PLATFORM PAVING 1
SCALE: 3" = 1'-0" BT120-APP213
RECEPTACLE CLEARANCES - PLAN 2
49
RTA/CN 0205-24
STRUCTURAL SLAB
3/8" X 7" SS BOLTS
RECEPTACLE
ANCHOR TABS PER
RECEPTACLE
MANUFACTURER
PC PAVERS
REINFORCED
MORTAR BED
(2) SS WASHERS W/
ISOLATION PAD
BETWEEN
WASHER & PAVER
EPOXY EMBEDMENT
5"
STRUCTURAL
ISOLATION
JOINT
CANOPY COLUMN
SEALANT,
BACKER ROD
CONC "BLOCK-
OUT"
COMPRESSIBLE
FILLER
C
BT120-AID908
MOUNTING POST BY
SEATING SYSTEM MFR
STEEL TIE-ROD
M16 SS THREADED
ROD ADHESIVE
ANCHOR SUPPLIED
BY SEATING
SYSTEM MFR
STRUCTURAL SLAB
TOPPING
SLAB
SS WASHER BY
SEATING
SYSTEM MFR
MIN.
5"
STRUCTURA
L ISOLATION
JOINT
COLUMN
CONC
SEALANT
OVER
BACKER
ROD
COMPRESSI
BLE FILLER
3/4"
HSS COLUMN
COMPRESSIBLE
FILLER
SAWCUT JOINT
C
BT120-AID908
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:26 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
J. CHAN
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID908
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
TRANSIT CENTER12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0" BT120-AEE815
LITTER RECEPTACLE ANCHOR A
SCALE: 3" = 1'-0"
EXPANSION JT @ STRUCTURE B
-SCALE: 3" = 1'-0" BT120-AEE812
BENCH SEATING POST ANCHOR D
SCALE: 6" = 1'-0" BT120-AID908
COLUMN EXPANSION JOINT C
SCALE: 3" = 1'-0"
JOINT DETAIL @ HSS COLUMN 1
-
49
RTA/CN 0205-24
NOTE:
48" MINIMUM IF
DOOR HAS BOTH
A LATCH AND
CLOSER
44" MIN.
60"
54" MIN.
36" MIN.
PULL SIDE
PUSH SIDE
FRONT
APPROACH
HINGE
APPROACH MIN.
12"
@ EXT. DOOR
24" MIN. CLR.
@ INT. DOOR
18" MIN. CLR.60" MIN.
48" MIN.
PUSH
SIDE
PULL SIDE
PULL SIDE INTERIOR
DOOR
DOORS IN SERIES
18"
12"
48"
60" MIN.
MIN.
18"
PULL SIDE INTERIOR
DOOR
32"MIN.
90.000°
48" MAX.
15" MIN.
HIGH AND LOW SIDE REACH LIMIT
10" MAX.
46" MAX.
MAXIMUM REACH OVER OBSTRUCTION
30"
34"
24" MAX
36" MIN.
9" MIN.
8" MIN KNEE CLEARANCE
27" MIN.
18" TO 19"
6"6" MAX.-TOE
CLEARANCE
11"
18" MIN.
32" MIN.
48" MIN.
30" MIN.
CLEAR FLOOR SPACE AT
DRINKING FOUNTAIN
ALCOVES
CONTINOUS PASSAGE
36" MIN. CLR
POINT PASSAGE
32" MIN CLR
4"
24" MAX
DIMENSION
ANY
WING WALLS DOWN TO
FLOOR
ADDITIONAL PROTECTION
NOT REQUIRED BETWEEN
WING WALLS
PROTRUDING OBJECTS HANGING ON
WALL WITH LEADING EDGES ABOVE
27"
WING WALLS
DOWN TO
FLOOR
THAN 27"
WHEN
HIGHER
WALKING PARALLEL TO A WALL
4" MAX.LOBBY
80" MIN.
5"MAX 15"MIN
X > 8"
FLOOR SPACE
30" CLEAR
FLOOR SPACE
48" CLEAR
FLOOR SPACE
30" CLEAR
FLOOR SPACE
48" CLEAR
FORWARD APPROACH PARALLEL APPROACH
48"
15" MIN.
67" DIAMETER SPACE
T-SHAPE TURN SPACE
36" MIN.12" MIN.12" MIN.
36" MIN.
60" MIN.
HIGH FORWARD
REACH LIMIT
PARALLEL APPROACH
60"
>15"
44"
60"
FORWARD APPROACH
> 24"
36"
44"
OBSTRUCTED FORWARD
REACH LIMIT
>20"-25" MAX
SIDE REACH LIMIT
48" MAX
15" MIN.
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:31 PM 1/2" = 1'-0"
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID910
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 1/2" = 1'-0"
FRONT APPROACH & SIDE CLEARANCES 1
-
SCALE: 1/2" = 1'-0"
APPROACH AND REACH 2
-
494
RTA/CN 0205-24
36" STAINLESS
STEEL GRAB
BAR (TA-6)
42" STAINLESS
STEEL GRAB BAR
TOILET TISSUE
DISPENSER (TA-1)
TOILET SEAT
COVER
DISPENSER
(TA-5)
18" STAINLESS
STEEL GRAB BAR
40" AFF
17" - 19"
36" MAX AFF
33" MIN &
10"-12"
15" MIN
12" MAX
RESTROOMS
TRANSFE
R SIDE
24"12"
16" - 18"
GRAB BAR
36" MIN.
REAR GRAB BAR
ALLOWED AT 36"
A.F.F. AT TANK-TYPE
TOILET
18"13 1/2"
MIN.
17"
MIN.
WALL MOUNTED
URINAL
28 3/8"
39" - 41"
44" MAX
16"-18"
48"
12" AFF
COAT HOOK (TA-8)MIRROR W/ SHELF
SOAP
DISPENSER (TA-3)
SANITARY
NAPKIN VENDOR
DISPENSER (TA-12)
FIRE
EXTINGUISHER
(CABINET)
JANITOR
ROOM
F.E.C.
SURFACE MOUNTED
WASTE RECEPTACLE UNIT
(TA-11)
SINK W/
UBP (TA-10)
36" MIN
48" MAX
AFF
12".
MOP SINK
TO LATCH
34"
40" MAX
34" AFF
54"MAX
40" AFF
HAND DRYER
(TA-7)
1/4"
2
1
1/4"
MAX
1/2" MAX
MAX
1
1/4"
2 AT 1:2
SLOPE
FINISH FLOOR EVEN
COMPRESSED CARPET 1/4"
MAX BELOW THRESHOLD
1/2"
6" X 16 GA.
STL. PLATE
FASTEN TO (2)
STUDS, MIN.
(3) STAINLESS
STEEL
R.H.M.S. W/PIPE
SPACER
(1) LAYER OF
W.R. 5/8" GYP.
BD. AS OCCURS
TILE (WHERE
OCCURS)
2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY
THE APPLICATION OF A 250-POUND POINT LOAD SHALL
BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR
MATERIAL OF A GRAB BAR OR SEAT, AND IT'S
MOUNTING BRACKET OR OTHER SUPPORT IS
CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT
AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED
THE ALLOWABLE SHEAR STRESS.
3. SHEAR FORCE INDUCED IN FASTENER OR
MOUNTING DEVICE FROM THE APPLICATION OF A
250-POUND POINT, LOAD SHALL BE LESS THAN THE
ALLOWABLE LATERAL LOAD OR EITHER THE FASTENER
OR MOUNTING DEVICE OR THE SUPPORTING
STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE
LOAD.
4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT
TENSION FORCE OF A 250-POUND POINT LOAD, PLUS
THE MAXIMUM MOMENT FROM THE APPLICATION OF A
250-POUND POINT LOAD SHALL BE LESS THAN THE
ALLOWABLE WITHDRAWAL LOAD BETWEEN THE
FASTENER AND THE SUPPORTING STRUCTURE.
5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR
FITTINGS.
LOCATIONS:
GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND BACK
OF THE ACCESSIBLE TOILETS STALL OR COMPARTMENTS, SHALL
BE SECURELY ATTACHED 33 INCHES ABOVE AND PARALLEL TO
THE FLOOR EXCEPT THAT WHERE A TANK-TYPE TOILET IS USED
WHICH OBSTRUCTS PLACEMENT AT 33 INCHES, THE GRAB BAR
MAY BE AS HIGH AS 36 INCHES. GRAB BAR SHALL BE AT LEAST
42 INCHES FRONT OF WATER CLOSET STOOL GRAB BAR AT THE
BACK SHALL NOT BE LESS THAN 36" LONG,
DIAMETER OR WIDTH:
THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES' OF
GRAB BAR SHALL BE 1 1/4" to 1 1/2" OR SHALL PROVIDE AN
EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED
ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND
GRAB BARS SHALL BE 1 1/2"
STRUCTURAL STRENGTH:
THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND
SHOWERS SEATS, FASTENERS AND MOUNTING DEVICES SHALL
MEET THE FOLLOWING SPECIFICATIONS:
1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE
MAXIMUM BENDING MOMENT FROM THE APPLICATION OF
250-POUNDS POINT LOAD SHALL BE LESS THAN ALLOWABLE
STRESS FOR MATERIAL OF GRAB BAR SEAT.
+34"
A.F.F.
1 1/2"
6 7 " M I N . D I A M E T E R C L E A R
30" X 40"
CLEAR
SPACE
30" X 40"
CLEAR
SPACE
60" MIN.
56" MIN.
3'-6"
MIN
1'-0"
16"-18"
MIN
3'-0"
6"
25 1/2"
6" MAX8" MIN
INSULATE DRAIN
LINE & HOT WATER
PIPE
9" MIN.
17" MIN
34"
27 1/2"
31 1/4"
TO CENTERLINE
18" MIN.
17" MIN.
48" MIN.19" MAX.
30" MIN.
CLEAR
FLOOR
SPACE
NOTE: IF A MINIMUM 9 INCHES HEIGHT TO TOE
CLEARANCE IS PROVIDED, A MAXIMUM OF 6 INCHES OF
THE 48 INCHES OF CLEAR FLOOR SPACE REQUIRED AT
THE FIXTURE MAY EXTEND INTO THE TOE SPACE.
SIDE VIEW
PLAN VIEW
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:33 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID911
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3/4" = 1'-0"
TYPICAL MOUNTING HEIGHT A
-
SCALE: 3/4" = 1'-0"
ADA - CHANGE IN LEVEL B
-SCALE: 1" = 1'-0"
GRAB BAR MOUNTING DETAIL C
SCALE: 1/2" = 1'-0" BT120-APD223
ADA -SINGLE
ACCOMMODATION TOILETS 1
SCALE: 3/4" = 1'-0"
LAVATORY CLEARANCE 2
-
49
RTA/CN 0205-24
3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH
1/4" PLYWOOD BACKING, TYP.
PROVIDE BLOCKING AS REQUIRED
OPERABLE DOOR w/ ATTACHED BASE
(FOR KNEE SPACE IN COMPLIANCE WITH
ADA REQUIREMENT)
SOLID SURFACE COUNTERTOP AND
BACKSPLASH AS SPECIFIED OVER 3/4"
PLYWOOD SUBSTRATE
CABINET HARDWARE AS SPECIFIED
4"
30"
4"
PIPE WRAP OR PREFORMED FOAM INSULATION
3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH DOORS
PROVIDE WOOD BLOCKING AS
REQUIRED
84"
CABINET HARDWARE AS SPECIFIED
24"
60"
ADJUSTABLE SHELVES AS INDICATED ON INTERIOR
ELEVATIONS
15"
1/4"
30" @ ADA COUNTER
36".
2"
METAL BLOCKING AS
DETAILED
COMMERCIALLY AVAILABLE
COUNTERTOP BRACKET
SUPPORTS SPACED @ 48"
O.C. (MAX.)
COUNTERTOP MATERIALS
PER PLAN ON 3/4"
PLYWOOD SUBSTRATE
BASE -SEE FINISH
SCHEDULE
3/4" FIRE RATED PLYWOOD,
DO NOT COVER LABEL
ATTACH SCREWS 24" OC
ON WALL FRAMING
ATTACH SCREWS 24"
OC ON WALL FRAMING
WALL TYPE AS
SCHEDULED
12"
9'-0" A.F.F.
2" WIDE 16 GA STEEL STRAPS
TO SPAN FLUTE & OVERLAP
ADJACENT DECK VALLEYS BY
1 1/2" SPACED 24" O.C.
PARALLEL TO FLUTES PERPENDICULAR TO FLUTES
ACOUSTICAL INSULATION
SEALANT
METAL
STRUCTURAL
DECK
CONINUOUS SLOTTED
TOP TRACK SEE STRUCT.
PARTITION TYPE PER PLANS
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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1
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A
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FU
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C
A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
6/2/2025 4:47:08 PM
BT120
0
S1-BT120-A-v2020
RTA/OA 0206-19
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID912
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
CORE FACILITYJC DH CC
JC DH CC
12/10/2024 496ISSUED FOR BID12/10/2024
SCALE: 1 1/2" = 1'-0"BT120-AIE822
CASEWORK - CABINET WITH SINK A
SCALE: 1 1/2" = 1'-0"BT120-AIE821
COUNTER SECTION B
SCALE: 1 1/2" = 1'-0" BT120-APD224
PLYWOOD BACKER C
SCALE: 3" = 1'-0" BT120-AIX725
TOP OF WALL ( NON-RATED) CONDITIONS D
1 06/13/2025 ADDENDUM #1
1
1
1
9"
101
BORDER COLOR
9"
ROOM
NAME
ROOM NUMBER
BACKGROUND
COLORROOM NAME
MESSAGE COLOR
BRAILLE
MESSAGE,
TYPICAL
3"
6"
9"
UNISEX
ABA GRAPHIC
BACKGROUND
COLOR
ROOM NAME
MESSAGE COLOR
BRAILLE
MESSAGE
48" MIN.
TACTILE "EXIT"
SIGN (CENTERED
ON 1'-6" SPACE)
703.4.4 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND
703.4.2 LOCATION OF TACTILE SIGNS AT DOORS
60" MIN.
1'-6"
EQ EQ
48" MIN.
TACTILE "EXIT"
SIGN (CENTERED
ON 1'-6" SPACE)
60" MIN.
1'-6"
EQ EQ
9"
9"MAX
OCCUPANTS
###
REFER TO LIFE
SAFETY SHEETS
PER ROOM
9"
9"NO SMOKING
WITHIN 50 FT
OF BUILDING
MESSAGE COLOR
1'-2"
EXIT
GRADE 2 BRAILLE
PER CBC TABLE
11B-703.3.1
8"
2'-6"
00001'-6"
EQ EQ
4 1/2"
9"
4 1/2"
.
24" FROM CORNER
.
24
"
F
R
O
M
C
O
R
N
E
R
NOTE:
1. SEE ELEVATIONS FOR LOCATIONS, FINAL LOCATION
PER BASE REPRESENTATIVE APPROVAL.
2. SIGN TO BE MOUNTED A MINIMUM OF 10'-0" ABOVE
GROUND IN VISIBLE LOCATION.
3. NUMBER SHOWN IN THIS DETAIL IS FOR EXAMPLE
ONLY. CONFIRM ACTUAL BUILDING NUMBER WITH
BASE REPRESENTATIVE.
4. COLORS TO BE MATCHED WITH THE BASE DISTRICT/
AREA ACCENT COLOR
3/16 HEX HEAD BOLT
WITH ANCHOR
1/4" WIDE REFLECTIVE BAND
COLOR: REFLECTIVE WHITE 230-000
9" HIGH VINYL CUT LETTERS
HELVETICA MEDIUM
COLOR: REFLECTIVE WHITE 230-000
METAL SIGN PANEL, BOLTED TO WALL
COLOR: AYERS ROCK 7826A
SIGN PANEL
(.080 ALUMINUM SHEET)
1/4" NEOPRENE SPACER
WALL TYPE PER PLAN
9849 REGISTERED
ARCHITECT
CHAN LAM CHEANG
STATE OF WASHINGTON
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BIM 360://US WA_D3458600_BUS_RAPID_TRANSIT_GEC/S1-BT120-A-v2020.rvt
11/15/2024 4:34:35 PM
BT120
S1-BT120-A-v2020
12/10/2024 12/10/2024
C. CHEANG
A. DOMINGO
D. HOGAN
C. CHEANG
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-AID913
12/10/2024R. PARGAS J. ALTCHECH
ARCHITECTURE
DETAILS
CORE FACILITY12/10/2024 J.C. D.H. C.C. ISSUED FOR BID12/10/2024 ISSUED FOR BID
SCALE: 3" = 1'-0"
SIGNAGE - ROOM ID E
-
SCALE: 3" = 1'-0"
SIGNAGE - UNISEX_DOC G
-
SCALE: 1/2" = 1'-0"
SIGNAGE - MOUNTING HEIGHT A
-
SCALE: 3" = 1'-0"
SIGNAGE - MAX OCCUPANCY (ROOM)C
-SCALE: 3" = 1'-0"
SIGNAGE - NO SMOKING D
-SCALE: 3" = 1'-0"
SIGNAGE - EXIT F
-
SCALE: 1 1/2" = 1'-0"
SIGNAGE - BUILDING NUMBER B
-
49
RTA/CN 0205-24
LEGEND
PIPING SYMBOLS
EQUIPMENT CLEARANCE
EQUIPMENT SYMBOLS
PITCH DOWN IN DIRECTION OF ARROW
LINE/WALL CLEANOUT
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
O.
P.
Q.
REFER TO GEN-GZN006 AND GEN-GZN007 FOR ADDITIONAL SYMBOLS AND
LEGEND.
REFER TO SPECIFICATIONS FOR MATERIALS AND METHODS
FOR CONSTRUCTION.
COORDINATE THE EXACT LOCATION OF FLOOR DRAINS WITH THE
ARCHITECTURAL DRAWINGS AND MECHANICAL EQUIPMENT LOCATIONS PRIOR
TO INSTALLATION OF DRAINS.
COORDINATE ACCESS DOORS FOR INSTALLATION IN WALLS AND CEILINGS
WHERE ACCESS IS REQUIRED TO CONCEALED PLUMBING EQUIPMENT,
VALVES, CONTROLS, AND OTHER DEVICES.
PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS, REVISIONS,
AMENDMENTS OR SUPPLEMENTS OF APPLICABLE STATUTES, ORDINANCES,
CODES, OR REGULATIONS OF FEDERAL, STATE AND LOCAL AUTHORITIES
HAVING JURISDICTION IN EFFECT ON THE DATE BIDS ARE RECEIVED. AS OF
JAN 2023, WAC VERSIONS OF: 2018 IBC, 2018 UPC.
COORDINATE WORK WITH ARCHITECTURAL FEATURES AND COORDINATE
WORK SUCH THAT INTERFERENCES BETWEEN PIPING, DUCTWORK,
EQUIPMENT, PLUMBING WORK, ELECTRICAL WORK, BUILDING STRUCTURE
WILL BE AVOIDED.
PROVIDE THE ENTIRE SYSTEM AND ITS COMPONENT ITEMS OF EQUIPMENT IN
OPERATING CONDITION WITHOUT OBJECTIONABLE VIBRATION OR NOISE.
PROVIDE WATER HAMMER ARRESTERS AT RESTROOM PLUMBING CHASES.
PROVIDE ALL WIRING AND ELECTRICAL CONTROLS IN ACCORDANCE WITH
NFPA 70 (NEC).
VERIFY AND DOCUMENT EXISTING CONDITIONS AND DIMENSIONS ON THE JOB
SITE PRIOR TO STARTING ANY WORK.
DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES.
INSTALL PIPING TO PROVIDE THE MAXIMUM POSSIBLE CLEAR HEIGHT
UNDERNEATH WHILE COORDINATING WITH OTHER TRADES. MAINTAIN A
MINIMUM OF 6" ABOVE FINISHED CEILING TO PROVIDE CLEARANCE FOR
LIGHTING FIXTURES.
PROVIDE FINAL CONNECTIONS TO EQUIPMENT.
LOCATE VENT TERMINALS A MINIMUM OF 10' HORIZONTALLY FROM ANY DOOR,
OPERABLE WINDOW, OR OTHER AIR INTAKE OF THE BUILDING OR ADJACENT
BUILDING UNLESS THE VENT TERMINAL IS AT LEAST 2' ABOVE THE TOP OF
SUCH OPENING.
EXTEND ALL VENT LINES VERTICALLY (45 DEGREE ANGLE OR GREATER FROM
HORIZONTAL) TO MINIMUM OF 6" ABOVE THE HIGHEST FLOOR LEVEL RIM OF
THE HIGHEST FIXTURE SERVED BY VENT.
ALL SANITARY SEWER BRANCH LINES SHALL DROP TO THE SAME ELEVATION
AS THE SANITARY SEWER MAIN LINES UTILIZING A MAXIMUM SLOPE OF 45
DEGREES.
ALL SANITARY SEWER PIPING SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM.
SEE ARCHITECTURAL, MECHANICAL, CIVIL, ELECTRICAL AND ROOM FINISH
DRAWINGS FOR LOCATION OF EQUIPMENT AND FIXTURES.
HANDLE, STORE, AND INSTALL EQUIPMENT ACCORDING TO MANUFACTURER'S
INSTRUCTIONS.
CLEANOUT
HOSE BIBB, WALL HYDRANT
FLOOR DRAIN
P-TRAP
VALVE SYMBOLS
CHECK VALVE (NON SLAM)
STRAINER
GATE VALVE
PRESSURE REDUCING VALVE
(PRV)
BALL VALVE
GENERAL NOTES
A.
B.
C.
D.
PER C404.3.1 THE MAXIMUM LENGTH OF PIPING OF DOMESTIC HOT WATER
FROM SOURCE OF HEATED WATER IS 3 FEET FOR 3/8" PIPE SIZE.
PER C404.10.3 INSULATE DOMESTIC HOT WATER PIPING TO TABLE 403.10.3.
PIPE SIZE <1", INSULATION THICKNESS 1". INSULATE DOMESTIC COLD WATER
PIPING WITH 1/2" THICK INSULATION IF <1.5", OTHERWISE 1" THICK INSULATION.
PIPE INSULATION SHALL BE CONTINUOUS TP PREVENT THERMAL BRIDGING.
PER C408.1.4 PRIOR TO FINAL PLUMBING INSPECTIONS OR OBTAINING
CERTIFICATE OF OCCUPANCY, THE CERTIFIED COMMISSIONING
PERFESSIONAL SHALL PROVIDE EVIDENCE OF BUILDING COMMISSIONING.
WASHINGTON STATE ENERGY CODE NOTES FOR PLUMBING
UNION
ABBREVIATIONS
VE SANITARY VENT
NPW NON-POTABLE WATER
WATER HAMMER ARRESTER
PRESSURE GAUGE WITH COCK
WALL HUNG WATER CLOSET
WALL HUNG URINAL
WALL HUNG LAVATORY
DROP-IN SINK
BUILDING CLEANOUTBCO
SINKS
PLUG CLEANOUTPCO
FLOOR SINKFS
HUB DRAINHD
MOP SINKMS
URINALURN
PRESSURE GAUGEPG
REDUCED PRESSURE BACKFLOW
ASSEMBLY
RPBA
WATER HAMMER ARRESTERWHA
HANDICAPPEDHC
BASIS OF DESIGNBOD
WASHINGTON STATE PLUMBING CODE 2021 (UPC 2021
AMMENDED)
WASHINGTON STATE COMMERCIAL ENERGY CODE 2021
(IECC 2021 AMMENDED)
APPLICABLE CODES TO PLUMBING
REFER TO GEN-GZN006 & GEN-GZN007 FOR ADDITIONAL SYMBOLS AND LEGEND
1
BT120-MPP222
12
37
2.112.102.92.82.7
2.6
2.52.42.32.22.1
2.H
2.C
2.F
4" SS
1% SLOPE 4" SS
N
2
BT120-MPP222
ELECTRICAL
BT120L1209
SECURITY
BLDG
BT120L1200
STORAGE 1
BT120L1210
39
38
TELECOM
BT120L1208
PCO
3" VE
2.112.102.92.82.72.62.52.42.32.22.1
2.H
2.C
2.F
LACTATION
ROOM
BT120L1202
SEC
STORAGE
BT120L1201JANITOR
BT120L1203
OPERATOR
RESTROOM
BT120L1204
OPERATOR
RESTROOM
BT120L1206
N
OPERATOR
RESTROOM
BT120L1207
OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1204
JANITOR
BT120L1203
LACTATION
ROOM
BT120L1202
SEC
STORAGE
BT120L1201
2" DCW
WC-1
WC-1
FD-1
WC-1
WC-1
FD-1
FD-1
FD-1 FD-1
18
BT120-BFP-02
BT120-BFP-01
BT120-PRV-01
1" NPW
MS-1
1919
19
2" DCW
1717
HB-1HB-1 HB-1HB-1
WCOWCO
20
BCO
21
21212121
22
2222
S-2
BT120-EWH-04
WHA
37
26
FCV
2.92.82.72.62.5
BT120-EWH-06
BT120-EWH-03
S-1
BT120-EWH-05
BT120-EWH-02
UR-1UR-1
L-1L-1
UR-1 UR-1
L-1L-1
BT120-EWH-01
25 38
FCO
BCO
20
HB-2
HB-3
3/4" DCW
WHA
HB-2
SECURITY
BLDG
BT120L1200
1" DCW
2" DCW
1" NPW
4" SS
4" SS
3412
14
2
7
1
6
10
1313
9
11
15
1
5
1
8
4" SS
1/2" TP
4" SS
1/2" TP
10
1010
10
1/2" TP
9
11
1
5
1
8
4" SS
1/2" TP
24
25
1" DCW
23
23
23
2.92.82.72.62.5
27
2" DOMESTIC WATER
SERVICE -REFER TO
CIVIL FOR CONTINUATION
I.E. = -3'-5" BFFI.E. = -3'-0" BFF
4" SANITARY
SEWER -REFER
TO CIVIL FOR
CONTINUATION
4" SANITARY
SEWER -REFER
TO CIVIL FOR
CONTINUATION
15
40
2% SLOPE
2% SLOPE2" SS
3" SS3" SS
4" SS
1" NON-POTABLE WATER -REFER
TO CIVIL FOR CONTINUATION
4" SS
1/2" TP
1% SLOPE
4" SS
N
3" VENT
THROUGH
ROOF
3" VENT
THROUGH
ROOF
3" VENT
THROUGH
ROOF
3" VENT
THROUGH
ROOF
2" VENT
THROUGH
ROOF
2.112.102.92.8
2.72.62.52.42.32.22.1
2.H
2.C
2.F
N
2" DCW UP
THROUGH FLOOR
2" DOMESTIC WATER
SERVICE -REFER TO
CIVIL FOR CONTINUATION
S-2
BT120-EWH-04WHA
1" DCW
1" DCW ROUTED
UNDERGROUND TO
SECURITY OFFICE
PG
BT120-PRV-01
PG
BT120-BFP-02
BT120-BFP-01
FCV
MS-1
1" NPW
WC-1
WC-1
1" DCW
1 1/2" DCW
2" DCW
1 1/2" DCW
1" DCW
HB-1
HB-1
3/4" DCW
1" DCW DOWN
THROUGH FLOOR
HB-1
3/4" DCW
HB-1
WC-1
WHA
1 1/2" DCW
WC-1
1 1/2" DCW
1" DCW
3/4" DCW
WHA
2" DCW
2" DCW
2" DCW
1 1/4" DCW
2" DL
S-1
1" NPW DOWN
THROUGH FLOOR
BT120-EWH-03
BT120-EWH-06
BT120-EWH-05
1/2" DCW
BT120-EWH-01UR-1
L-1
L-1
UR-1
UR-1
L-1
BT120-EWH-02
L-1
UR-1
2" DCW
3/4" DCW
WHA
3/4" DCW
HB-2
HB-3
HB-2
WHA
1" DCW
1" NON-POTABLE WATER -REFER
TO CIVIL FOR CONTINUATION
1/2" DHW
TYPICAL HVAC CONTRACTOR TO RUN CONDENSATE
TUBE FROM INDOOR CONDENSOR TO INDIRECT DRAIN,
COORDINATE TEE PLACEMENT WITH HVAC
ERU-01
CLEANOUT
CAP OR PLUG
(TYPICAL)CD
AIR GAP INTO
MOP SINK
ALL TEES, ELBOWS, INDIRECT DRAIN PIPE AND
THREADED CLEANOUT CAPS OR PLUGS IN 2" PVC,
MINIMUM SLOPE OF 1%.
PIPING NOT SHOWN ON PLUMBING FLOOR PLAN.
SEE HVAC FOR LOCATIONS OF UNITS.
NOTES:
ACU-56ACU-46
AIR GAP INTO
3" HUB DRAIN
AT CONFORT
STATION 2
ACU-36ACU-26
AIR GAP INTO
3" HUB DRAIN
AT CONFORT
STATION 4
ACU-16
ACU-05
ACU-01 CD
ACU-04ACU-03
CD
AIR GAP INTO
3" HUB DRAIN
AT CONFORT
STATION 4
ACU-02
SEPARATE PENETRATIONS
INTO STORAGE ROOM
FROM ELECTRICAL ROOM
ACU-07
CONDENSATE
TUBE INTO
PIPE TO
CONDENSATE
TRAP
1" NPW ROUTED
UNDERGROUND
TO PLATFORM
HOSE BIBBS
1/2" BALL VALVE
SET AT 18" AFF
(WINTER RELIEF)
ISOLATION1" BALL
VALVE AT 24" AFF
1" NPW
1" NPW
1" NPW CAPPED
MINIMUM OF 12" AFF
FOR FUTURE USE
4" DOUBLE
TWO-WAY
CLEANOUT
3" VE
4" DOUBLE
TWO-WAY
CLEANOUT
3" VENT
THROUGH ROOF
4" HUB DRAIN
(8" x 4" REDUCER)
2" HUB DRAIN
(3" x 2" REDUCER)
2" HUB DRAIN
(3" x 2" REDUCER)
DROP 4" SANITARY
SEWER TO LOWER
ELEVATION
4" SS
3" SS
MS-1
3" VENT
THROUGH ROOF
3" VENT
THROUGH ROOF
FD-1
FD-1
WCO
4" SS
4" SS
4" SS4" SS
2" VE
4" SS 4" SS
2" SS
4" SS
WC-1
WC-1
3" VE
2" VE
FD-1
WC-1
WC-1
WCO
2" VE
3" SS
4" SS
4" SS 4" SS
2" SS
4" SS
2" VE
3" VE
3" VE
1/2" TP
1/2" TP
S-2
2" VE
2" VE
2" VENT
THROUGH ROOF
3" SS
S-1
WCO
UR-1
L-1
L-1
UR-1
FD-1
L-1
UR-1
FD-1
1/2" TP
WCO
PROVIDE TAILPIECE
WITH 3/4" CONNECTION
FOR CONDENSATE DRAIN
3/4" CONDENSATE DRAIN -
REFER TO HVAC DRAWINGS
4" SANITARY
SEWER -REFER
TO CIVIL FOR
CONTINUATION
4" SANITARY
SEWER -REFER
TO CIVIL FOR
CONTINUATION
BCO
3" SS
4" SS
4" SS
2 % S LO P E
3" SS
3" SS
FCO
2" SS
1/2" TP
3" SS
3" VE
3" VE
2 % S L O P E
1/2" TP
2" VE
2" VE
2" VE
2" VE
3" VE
3" VE
UR-1
1 % SL O P E4" SS
4" SS
4" HUB DRAIN
(8" x 4" REDUCER)
3" VENT
THROUGH ROOF
4" SS
PCO
3" VE
4" SS
4" SS
1 % S L OPE
PLUMBING FIXTURE SCHEDULE
WALL HUNG
WATER CLOSET
TAG DESCRIPTION
AUTOMATIC FLUSH VALVE
1.28 GALLONS PER FLUSH
AMERICAN
STANDARD:
SELECTRONIC
WC-1
ADDITIONAL
DESCRIPTION DIMENSIONS MANUFACTURER
(BOD)
MODEL NO.
(BOD)
26" x 14" x 15"AMERICAN STANDARD AFWALL 2257.101
WASTE
PIPE
VENT
PIPE DCW DHW
4"2"1"NA
FAUCET OR
VALVE (BOD)REMARKS
1, 3, 4
WALL HUNG
URINAL
AUTOMATIC FLUSH VALVE
1 PINT PER FLUSH
AMERICAN
STANDARD:
SELECTRONIC
UR-1 14" x 18" x 26"AMERICAN STANDARD WASHBROOK
6590.530 2"1 1/2"3/4"NA 1, 4, 7
L-1
S-1
MS-1
HB-1
PG
TP
AMERICAN STANDARDAUTOMATIC ELECTONIC
FAUCET 0.5 GPM DUAL BEAM
WALL HUNG
LAVATORY 20" x 18" VITREOUS CHINA LUCERNE 0356 2"1/2"1/2"CHICAGO:
ELECTRONIC 1, 2, 4, 8
ELKAYSINGLE BOWL TOP MOUNT
SATIN 316L SS
LACTATION ROOM
SINK 25" x 22" x 12"PURSUIT
PLA252212 2"1/2"1/2"CHICAGO:
WRIST BLADES 1, 2, 9, 10
MEDINABUCKET HANGER FAUCET
SPLASH GUARDS
FLOOR MOUNTED
MOP SINK 27" x 27" x 10"UM.244 2"1/2"1/2"CHICAGO: BRACE
& PAIL HOOK 11
ZURNFOR CONNECTION TO
GARDEN HOSEHOSE VALVE OUTLET 3/4" NPHS
VACUUM BREAKER Z1335 NA NA 3/4"
HOSE NA Z1399-VB 6
ZURN-WILKINSDIAL 0-100 PSIPRESSURE
GAUGE 2" DIAMETER 92-25 NA NA 1/4"
NPT NA NA -
ZURNL-1 TAILPIECETRAP PRIMER NA Z1021 NA NA NA NA NA 13
WHA ZURNEXPOSED AFTER RPBAWATER HAMMER
ARRESTER 9-1/4" x 1-1/8"1260XL-C NA NA 1/2 NA NA 5
1.ADA INSTALLATION.
2.POINT-OF-USE, HOT WATER SEE WH-1.
3.OPEN FRONT SEAT, SELECTRONIC FLUSH VALVE MODEL 606B-721.
4.REQUIRES FIXTURE CARRIER.
5.EXPOSED LOCATIONS ON SERVICE SIDE, WC-1, 1" FEED LINES TO CS-1 AND CS-5.
6.VACUUM BREAKER, NON-REMOVABLE, BREAKAWAY SCREW.
7.UR-1: SELECTRONIC MODEL 6062.013, 120 VAC.
8.FAUCET 116.101.AB.1, 12 VAC TRANSFORMER.
9.FAUCET 802-VE39VP317ABCP.
10.INSTANT HOT, 120 VAC.
11.FAUCET 897-CP, VACUUM BREAKER SPOUT.
12.NOT USED.
13.TAILPIECE TRAP PRIMER TO EACH FD-1 FLOOR DRAIN.
14.NOT USED.
S-2 ELKAYSINGLE BOWL TOP MOUNT
SATIN 316L SS
SECURITY OFFICE
SINK 25" x 22" x 12"PURSUIT
PLA252212 2"1/2"1/2"CHICAGO:
WRIST BLADES 1, 2, 9
FCV SOLENOID VALVE, FLOOD
SENSOR, LEAD-FREE
FLOOD CONTROL
VALVE 2"NAZURN11" LONG x 21" TALL ZW206 NA NA NA -
1 1/2"
1 1/2"
1 1/2"
1 1/2"
HB-2 WALL HYDRANT FOR CONNECTION TO
GARDEN HOSE
OUTLET 3/4" NPHS
VACUUM BREAKER ZURN Z1320XL NA NA 3/4"
HOSE NA NA 15
15.AUTOMATIC DRAINING, INTEGRAL
BACKFLOW PREVENTER, TYPE 304
STAINLESS STEEL HOUSING.
PLUMBING DRAIN SCHEDULE
FLOOR DRAIN
ITEM DESCRIPTION
ROUNDFD-1
ADDITIONAL
DESCRIPTION SIZE MANUFACTURER MODEL #
6" STRAINER Z415B
WASTE
PIPE
VENT
PIPE
4"2"
REMARKS
4, 5, 6
AS NOTED
1.NOT USED.
2.POLISHED STAINLESS STEEL COVER AND SECURING SCREW.
3.NICKEL BRONZE COVER, FLUSH WITH FLOOR.
4.COORDINATE PLACEMENT WITH ARCHITECTURAL SHEETS.
5.STRAINER 1/8 TO 1/4 INCH BELOW FINISHED FLOOR.
6.TRAP PRIMER CONNECTION.
7.NICKEL BRONZE COVER, FLUSH WITH GRADE.
8.VANDAL-PROOF SCREWS.
FCO
BCO
FLOOR CLEANOUT
BUILDING CLEANOUT
ROUND COVER
2 WAY EXTERIOR COVER 4" PIPE ZURN
Z1440
Z1400-B
-NA
NA4"
3, 4
7, 8
4" PIPEPCOPLUG CLEANOUT BRONZE PLUG -NO COVER Z1446 4"NA
AS NOTEDWCOWALL CLEANOUT BRONZE PLUG & COVER Z1446 -NA 2ZURN
ZURN
ZURN
ZURN
PLUMBING EQUIPMENT SCHEDULE
TAG DESCRIPTION ADDITIONAL
DESCRIPTION DIMENSIONS MANUFACTURER
(BOD)
MODEL NO.
(BOD)DCW DHW REMARKS
BT120-EWH-01
BT120-EWH-05
BT120-EWH-06
BT120-BFP-01
EEMAXWATER HEATER 9-3/4" x 5-1/4" x 3"SPEX3208 3/8"
COMP
3/8"
COMP
PROADVANTAGEWATER HEATER PA018208T2T 3/4"3/4"
INSINKERATORPOINT-OF-USE WATER
HEATERWATER HEATER 6" x 5-3/4" x 3-3/4"H-CONTOUR-SS
ZURNREDUCED PRESSURE,
LEAD-FREE
BACKFLOW
ASSEMBLY 18" LONG x 6" TALL 975XL2 2 NA
POINT-OF-USE WATER
HEATER
POINT-OF-USE WATER
HEATER
15-1/2" x 12-1/2" x 4-1/2"
BT120-PRV-01 ZURNTHERMAL EXPANSION
RELIEF, LEAD-FREE
PRESSURE
REDUCER 4.5" LONG x 8" TALL NR3XLEC 2 NA -
BT120-BFP-02 ZURNDOUBLE CHECK VALVE,
LEAD-FREE
DOUBLE CHECK
ASSEMBLY 9" LONG x 4" TALL 950XL3 3/4 NA
BT120-EWH-02 EEMAXWATER HEATER 9-3/4" x 5-1/4" x 3"SPEX3208 3/8"
COMP
3/8"
COMP
POINT-OF-USE WATER
HEATER
BT120-EWH-03
BT120-EWH-04
EEMAXWATER HEATER 9-3/4" x 5-1/4" x 3"SPEX3208POINT-OF-USE WATER
HEATER
EEMAXWATER HEATER 9-3/4" x 5-1/4" x 3"SPEX3208POINT-OF-USE WATER
HEATER
3/8"
COMP
3/8"
COMP
3/8"
COMP
3/8"
COMP
ADA INSTALLATION, SEE ELECT FOR POWER,
208V -1 PH.
ADA INSTALLATION, SEE ELECT FOR POWER,
208V -1 PH.
ADA INSTALLATION, SEE ELECT FOR POWER,
208V -1 PH.
ADA INSTALLATION, SEE ELECT FOR POWER,
208V -1 PH.
SEE ELECTRICAL FOR POWER,
208 V -3 PH
INSTANT HOT, 120 VAC
ORDER WITH FCV
-
SERVES NON-POTABLE GROUND
HYDRANTS.
1/4"NA
POWER
(KW)
3.0
3.0
3.0
3.0
18.0
0.75
-
-
-
SEE PLANS FOR
SIZE MAIN AND
ROUTING OF PIPING
18" x 18" x 6" CONCRETE
PAD OR AS SPECIFIED
INSTALL CAULKING FERRULE AND
RAISED HEAD SCREW PLUG IN AREAS
WHERE SURFACE IS UNFINISHED.
PROVIDE ACCESS HOUSING & COVER
IN FINISHED SURFACES SUCH AS
FLOORS, SIDEWALKS AND DRIVEWAYS
SAME SIZE AS MAIN
WITH 4" MAXIMUM
1/8 BEND FITTING AND WYE
FITTING OR COMBINATION 1/8
BEND & WYE FITTING.
PLUG DRAIN PIPE WHEN
CLEANOUT IS LOCATED AT THE
BEGINNING OF A RUN
1/4 YARD OF CONCRETE
AROUND FITTING FOR
ANCHOR
FINISHED GRADE
FLOW
FINISHED FLOOR
FLOW
FINISHED FLOOR
TWO-WAY
CLEANOUT FITTING
ACCESS HOUSING & COVER
SET FLUSH WITH FINISHED
SURFACE. INSTALL IN FLOOR,
SIDEWALKS AND DRIVES
1/4 YARD OF
CONCRETE AROUND
FITTING FOR ANCHOR
INSTALL CAULKING FERRULE
AND RAISED HEAD SCREW
PLUG IN AREAS WHERE
SURFACE IS UNFINISHED
24" x 18" x 6" CONCRETE
PAD OR AS SPECIFIED
CAST IRON TO GRADE,
SAME SIZE AS MAIN
WITH 4" MAXIMUM
SEE PLANS FOR SIZE MAIN
AND ROUTING OF PIPING
FINISHED GRADE
FLOW
SEE PLANS FOR SIZE
MAIN AND ROUTING
OF PIPING
RISER LENGTH AS REQUIRED
LONG SWEEP ELBOW AT
BEGINNING OF RUN
HUB AT FLOOR
FINISHED FLOOR
CLEANOUT TEE WITH SCREWED
COUNTERSUNK PLUG. TAPERED
THREAD WITH TFE JOINT
COMPOUND
WHERE CLEANOUT TEE IS
CONCEALED IN A CHASE OR
PARTITION, PROVIDE COVER
AS SPECIFIED
PIPE MAY EXTEND AS WASTE
OR VENT
COLUMN OR
PARTITION
AS SHOWN ON
FLOOR PLAN
LOCATE CLEANOUT FACE WITHIN
4" OF WALL SURFACE, PROVIDE
EXTENSION AS REQUIRED
1. PROVIDE WCO ON SANITARY WASTE BRANCHES NOT SERVED WITH
FLOOR CLEANOUT. MAXIMUM HEIGHT ABOVE FINISHED FLOOR 4' -0".
1/8 BEND FITTING AND WYE
FITTING OR COMBINATION
1/8 BEND & WYE FITTING
NOTES:
FINISHED FLOOR FLOOR SINK
AND P-TRAP
PROVIDE TAIL
PIECE TYPE TRAP
PRIMERPROVIDE PROTECTIVE
SLEEVE AT FLOOR
PENETRATION
1/2" TRAP PRIMER LINE ROUTED
BELOW FLOOR TO FLOOR DRAIN
(NO JOINTS BELOW FLOOR)
PDI SIZE "A"INSTALL PER PDI
STANDARDS AND
MANUFACTURER'S
INSTRUCTIONS
PROVIDE WATER HAMMER ARRESTERS WITH PISTON AND 0-RING CONSTRUCTION, HAVING
PDI #WH-201, ASSE #1010 AND ANSI #A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR
VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL INLINE WITH WATER FLOW
DIRECTION IF POSSIBLE. SIZE UNITS PER TABLES ABOVE.
IF BRANCH IS GREATER THAN 20' LONG, PROVIDE
ANOTHER WATER HAMMER ARRESTER IN MIDDLE,
EACH SIZED FOR HALF THE FIXTURE UNITS
--
--
--
HOT OR COLD
WATER SUPPLY
SINGLE FIXTURE
FIXTURE
FIXTURE UNIT TABULATION
COLD HOT
FLUSH VALVE WATER CLOSET
URINAL
COUNTER SINK
LAVATORY
MOP BASIN
WATER COOLER
10
5
1.5
1.5
2.25
.25
2.25
1.5
1.5
PDI
SIZE
PIPE
SIZE
FIXTURE
UNIT LOAD
A
B
C
D
E
F 2"
1-1/2"
1 1/4"
1"
3/4"
1/2"1-11
12-32
33-60
61-113
114-154
155-330
3SHOWER3
1/2" COLD WATER
SUPPLY
WALL MOUNTED
LAVATORY OR
COUNTERTOP SINK
LOOSE-KEY DUAL
OUTLET ANGLE VALVE
WALL MOUNTED
TANKLESS
ELECTRIC WATER
HEATER
COMPRESSION
FITTING
IN-LINE FLOW
CONTROL VALVE
C.P. 3/8" HOT WATER
SUPPLY TO FIXTURE
C.P. 3/8" COLD WATER
SUPPLY TO FIXTURE
C.P. 3/8" COLD WATER
SUPPLY TO WATER
HEATER
ELECTRIC
CONDUIT
COMPRESSION
FITTING
ELECTRICAL
DISCONNECTING
MEANS -REFER TO
ELECTRICAL PLANS
FINISHED FLOOR
PIPE STANDS
AS REQUIRED
2" BALL VALVE
(TYPICAL)
PIPING SLEEVE
THROUGH FLOOR 2" DOMESTIC WATER
SERVICE ROUTED
BELOW FLOOR
FINISHED FLOOR
2" REDUCED PRESSURE
BACKFLOW PREVENTER WITH
AIR GAP FITTING AND FULL SIZE
DRAIN ROUTED TO MOP SINK
2" STRAINER
PRESSURE GAUGE
(0 -100 PSI)
2" DOMESTIC WATER
SUPPLY TO BUILDING
PRESSURE
REDUCING VALVE
PRESSURE GAUGE
(0 -100 PSI)
2" FLOOD
PROTECTION
VALVE
JANITOR 203
AIR GAP FITTING
AND PIPING DRAINS
INTO HUB DRAIN
1" NON-POTABLE WATER
1" DOUBLE CHECK VALVE ASSEMBLY
3'
-
0
"
MI
N
I
M
U
M
BT120-BFP-02
BT120-BFP-01
BT120-PRV-01 1" NON-POTABLE WATER
CAPPED 12" AFF
MINUMUM FOR FUTURE
USE
1" NON-POTABLE WATER
SUPPLY TO CANOPY
GROUND HYDRANTS
MASONRY WALL SUPPORT
CMU WALL
METAL WALL SUPPORT
SELF-
TAPPING
SHEET
METAL
SCREW OFFSET PIPE
CLAMP
GIRT
MASONRY
ANCHORS (2)
METAL
LINER
PANEL
NOTE:
MASONRY ANCHOR SHALL BE EPOXY ADHESIVE TYPE WITH A MINIMUM CAPACITY OF
150 POUND AND SHEAR CAPACITY OF 300 POUND. SUBMIT MANUFACTURER'S DATA
FOR APPROVAL
WASHINGTON STATE MECHANICAL CODE 2021 (IMC 2021 AMMENDED)
AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING
ENGINEERS (ASHRAE):
• ASHRAE 62.1, VENTILATION AND ACCEPTABLE INDOOR AIR QUALITY
• ASHRAE 55, THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY
WASHINGTON STATE COMMERICAL ENERGY CODE 2021 (IECC 2021 AMMENDED)
SMACNA HVAC DUCT CONSTRUCTION STANDARDS
COMMERCIAL BUILDING, NEW CONSTRUCTION 2018 WSEC.
FOR COMPLIANCE WITH THE WSEC FOR OTHER DISCIPLINES SUCH AS ARCHITECTURAL,
ELECTRICAL AND PLUMBING SEE THOSE SHEETS.
FOR WSEC COMPLIANCE FOR MECHANICAL – HVAC THE PROJECT MUST MEET THE FOLLOWING:
C403 MECHANICAL SYSTEMS AS NOTED BELOW.
C403.1.1 HVAC TOTAL SYSTEM PERFORMANCE RATIO (TSPR)
THIS PROJECT HAS BUILDINGS IS LESS THAN 5000 SF THEREFORE CLAIMS EXCEPTION 1.
THIS PROJECT COMPLIES WITH C403.2.2 VENTILATION AND EXHAUST AND CHAPTER 4 IMC.
ASHRAE 62.1 SCHEDULE IS SHOWN IN THIS SET.
THIS PROJECT SELECTED EQUIPMENT TO MEET THE MINIMUM EFFICIENCY REQUIREMENTS OF
TABLES C403.3.2 (1 THROUGH 12).
C403.3.2 (1) AIR COOLED SPLIT SYSTEM AIR CONDITIONER MINIMUM 13.0 SEER: ELECTRICAL
ROOM.
C403.3.2 (2) AIR COOLED SPLIT SYSTEM HEAT PUMP MIN. 14.0 SEER, 8.2 HSPF: SECURITY, CORE
FAC.
C403.3.2 (3) SINGLE PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS: STORAGE,
TELECOM.
THIS PROJECT HAS AN AIR-TO-AIR ENERGY RECOVERY VENTILATION UNIT, COMPLIANT WITH
C403.3.5.
THIS PROJECT DOES NOT HAVE A REQUIREMENT FOR DIRECT DIGITAL CONTROLS PER
C403.4.11. ALL CONTROLS ARE LOCAL WIRED THERMOSTATS.
THIS PROJECT TAKES THE ECONOMIZERS EXCEPTION TABLE C403.5 FOR UNITS OF CLIMATE
ZONE 4C EFFICIENCY IMPROVEMENT OF 64%. ON SPLIT SYSTEM SERVING THE ELECTRICAL
ROOM.
C403.6 DOES NOT APPLY. VAV SYSTEMS SERVING MULTIPLE ZONES ARE NOT ON THIS PROJECT.
C403.7 THIS PROJECT COMPLIES WITH VENTILATION AND EXHAUST SYSTEMS. IN PARTICULAR
THIS PROJECT USES AN OCCUPANCY SENSOR AT THE SECURITY BUILDING AND An ENERGY
RECOVERY UNIT FOR VENTILATION NEEDS AT THE CORE FACILITIES BUILDING. SEE ASHRAE
62.1 VENTILATION COMPLIANCE SCHEDULE.
C403.7.4.2 THE PROJECT OCCUPANCY SENSOR AT SECURITY BUILDING WILL AUTOMATICALLY
TURN OFF THE SUPPLY AIR FAN WITHIN 30 MINUTES OF THE OCCUPANTS LEAVING THE
BUILDING.
C403.7.8 THE OCCUPANCY SENSOR FAN AT SECURITY BUILDING WILL COMPLY WITH THE
REQUIREMENT OF SHUTOFF DAMPERS AND BE CLASS 1 LEAKAGE OF LESS THAN 4 CFM/SF AT
1.0 INCH WATER GAUGE WHEN TESTED IN ACCORDANCE WITH AMCA 500D.
C403.8 THIS PROJECT DOES NOT HAVE ANY FAN SYSTEM MOTOR NAMEPLATES EXCEEDING 5
HP.
C403.10 CONSTRUCTION OF HVAC SYSTEM ELEMENTS COMPLY WITH THIS SECTION. DUCTS
CONVEYING OUTSIDE AIR WILL BE INSULATED TO R-7, PER TABLE C403.10.1.1 OUTDOOR AIR
DUCTS INSIDE A CONDITIONED SPACE CRITERIA <2800 CFM WILL BE USED FOR THIS PROJECT.
PER C403.10.1.2 ALL OTHER DUCTS SUPPLY, RETURN, EXHAUST DUCTS WILL BE INSULATED
USING A DUCT LOCATION AS INSIDE UNCONDITIONED SPACES, R-6.
C403.10.2 THIS PROJECT USES LOW PRESSURE DUCT SYSTEMS OPERATING AT < 2 INCHES
WATER GAUGE, CONSTRUCTED PER IMC AND THAT WILL BE LONGITUDINAL AND TRANSVERSE
JOINTS SEAMS ANS CONNECTIONS SEALED WITH WELDS, GASKETS, MASTICS OR TAPES IN
ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS AND THE
SPECIFICATIONS.
C403.10.3 PIPING INSULATION WILL BE APPLIED PER TABLE C403.10.3 PER FLUID OPERATING
TEMPERATURES, INSULATION CONDUCTIVITY AND NOMINAL PIPE OR TUBE SIZE.
C404 NOTES SEE PLUMBING, C405 NOTES SEE ELECTRICAL.
C406.1 ADDITIONAL ENERGY EFFICIENCY CREDIT REQUIREMENTS, THIS PROJECT COMPLIES
WITH EXCEPTION 1 BY BEING LOW ENERGY SPACES WITH SUFFICIENT PACKAGES FROM TABLE
TO ACHIEVE A MINIMUM OF THREE CREDITS.
C407 TOTAL BUILDING PERFORMANCE METHOD IS NOT USED ON THIS PROJECT.
C408.1 SYSTEM COMMISSIONING, IS NOT REQUIRED PER EXCEPTIONS 1 HVAC AND 2 PLUMBING.
C408.2 EXCEPTION 1. TOTAL MECHANICAL SYSTEMS IS LESS THAN 240 MBH COOLING AND LESS
THAN 300 MBH HEATING.
C408.3 EXCEPTION 2. LARGEST SERVICE WATER HEATING SYSTEM CAPACITY IS LESS THAN 200
MBH.
C409 ENERGY METERING AND ENERGY MANAGEMENT. SEE ELECTRICAL, THE HVAC
CONTRACTOR WILL NOT BE RESPONSIBLE FOR ANY ENERGY METERING OR ENERGY
MANAGEMENT.
THIS DESIGN WAS ENGINEERED WITH WSEC CHAPTER 3
CLIMATE ZONE 4 C (MARINE), KING COUNTY, WASHINGTON
INTERIOR DESIGN CONDITIONS PER WSEC SECTION C302.1
MAXIMUM OF 72 F FOR HEATING, MINIMUM OF 75 F FOR COOLING
EXTERIOR DESIGN CONDITIONS, OUTDOOR DESIGN TEMPERATURES
THIS DESIGN WAS ENGINEERED WITH WSEC SECTION 302.2, APPENDIX C
TABLE C-1 CONDITIONS.
83 °F DRY BULB
OUTDOOR TEMPERATURES: (SEA TAC AIRPORT)
24 °F DRY BULB
COOLING SUMMER:
HEATING WINTER
65 °F WET BULD
NA
AHRI AIR-CONDITION, HEATING, AND REFRIGERATION INSTITUTION
EER ENERGY EFFICIENCY RATIO
HSPF HEATING SEASONAL PERFORMANCE FACTOR
MOCP MAXIMUN OVER CURRENT PROTECTION
SCCR SHORT CIRCUIT CURRENT RATING
M
FD
T
P
WALL REGISTER OR
GRILLE (SUPPLY)
CEILING DIFFUSER OR
REGISTER (SUPPLY)
CEILING REGISTER OR
GRILLE (RETURN AND
EXHAUST)
WALL REGISTER OR
GRILLE (RETURN AND
EXHAUST)
TURNING VANES
45 DEGREES ENTRY
CONICAL TEE
BELLMOUTH
FIRE DAMPER
MANUAL OPPOSED-BLADE
DAMPER
MANUAL BUTTERFLY
DAMPER
MOTORIZED DAMPER
FLEXIBLE CONNECTION
FLEXIBLE DUCTWORK
SUPPLY DUCT (SECTION)
INTAKE, RETURN, OR
EXHAUST DUCT SECTION
ROOM TEMPERTURE SENSOR
ROOM PRESSURE SENSOR
FREE FLOW AREA RECTANGULAR DUCT SIZE
10" OA
AIRFLOW TYPE
10" SD-1
(500 OA)
DIAMETER NECK SIZE
DIFFUSER TYPE, SEE
SCHEDULE FOR MODULE SIZE
AIRFLOW IN UNITS OF CUBIC
FEET PER MINUTE, CFM, TO BE
BALANCED TO
FREE FLOW AREA RECTANGULAR DUCT SIZE
12"x12" EA
AIRFLOW TYPE
16"x8" EG-1
(500 EA)
DIAMETER NECK SIZE
GRILLE TYPE, SEE SCHEDULE
FOR MODULE SIZE
AIRFLOW IN UNITS OF CUBIC
FEET PER MINUTE, CFM, TO BE
BALANCED TO
(200)PULLED AIRFLOW, CFM (INCLUDING INFILTRATION)
(200) PUSHED AIRFLOW, CFM
AIRFLOW TYPES:
SA - SUPPLY AIR
RA - RETURN AIR
OA - OUTSIDE AIR
EA - EXHAUST AIR
1. DRAWINGS ARE A GENERAL GRAPHIC SCHEMATIC REPRESENTATION
OF THE WORK. FABRICATE AND INSTALL BASED ON ACTUAL FIELD
MEASUREMENTS. COORDINATE WITH OTHER TRADES. PROVIDE A
COMPLETE SET OF SHOP DRAWINGS REFLECTING ACTUAL
DIMENSIONS, ACCESS REQUIREMENTS, AND DETAILS BASED ON THE
ACTUAL EQUIPMENT PROCURED. MAINTAIN AN UP TO DATE SET OF
AS-BUILTS ON THE JOB SITE.
2. REFER TO SPECIFICATIONS FOR MATERIALS, PRODUCTS AND
DIRECTIONS FOR CONSTRUCTION.
3. COORDINATE LOCATION OF ALL PENETRATIONS WITH THE BUILDING
STRUCTURE.
4. REFER TO ARCHITECTURE FOR PENETRATION DETAILS THROUGH
BUILDING ENVELOPE.
5. PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS,
REVISIONS, AMENDMENTS, OR SUPPLEMENTS OF APPLICABLE
STATUTES, ORDINANCES, CODES, OR REGULATIONS OF FEDERAL,
STATE, AND LOCAL AUTHORITIES HAVING JURISDICTION.
6. WHERE APPROVAL CODES HAVE BEEN ESTABLISHED BY OSHA,
UNDERWRITERS LABORATORY, AMERICAN COEDS, ANSI, ASME,
ASHRAE, ASTM, ARI, NEC, NFPA, SMACNA, OR THE STATE FIRE
INSURANCE REGULATORY BODY, FOLLOW THESE STANDARDS
WHETHER OR NOT INDICATED ON THE DRAWINGS.
7. COORDINATE WORK WITH ARCHITECTURAL FEATURES AND
COORDINATE WORK SUCH THAT THE INTERFERENCES BETWEEN
PIPING, DUCTWORK, EQUIPMENT, PLUMBING WORK, ELECTRICAL
WORK, AND BUILDING STRUCTURE WILL BE AVOIDED.
8. PROVIDE ALL WIRING AND ELECTRICAL CONTROLS IN ACCORDANCE
WITH NFPA 70 (NEC).
9. DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES.
10. PAINT ANY ABOVE CEILING ITEMS, WHICH CAN BE SEEN THROUGH
AIR SLOTS OR GRILLES, FLAT BLACK.
11. PROVIDE CEILING ACCESS FOR ALL DAMPERS.
12. HANDLE, STORE, AND INSTALL EQUIPMENT ACCORDING TO
MANUFACTURER'S INSTRUCTIONS.
13. DUCT AND DUCT HANGERS SHALL ADHERE TO SMACNA HVAC DUCT
STANDARDS. DUCT AND PIPE HANGERS AND SUPPORTS IN
UNCONDITIONED SPACE OR EXTERIOR TO BUILDING MUST BE
GALVANIZED STEEL.
14. PROVIDE DUCT ACCESS PANELS FOR ALL DAMPER ACTUATORS AND
MOTORS LOCATED INSIDE DUCT OR FAN HOUSINGS.
15. REFER TO STRUCTURAL DRAWINGS FOR FRAMING REQUIRED
AROUND PIPES AND DUCTS PENETRATING ROOFS, WALLS, AND
FLOOR.
16. PROVIDE ACCESS AND CLEARANCE FOR MAINTENANCE FOR
MECHANICAL EQUIPMENT AND COMPONENTS AS RECOMMENDED BY
EQUIPMENT MANUFACTURER AND APPLICABLE CODES
17. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT
LOCATIONS OF DIFFUSERS, REGISTERS, GRILLES, AND ACCESS
PANELS.
18. ALL DUCT DIMENSIONS AS SHOWN ON MECHANICAL DRAWINGS ARE
CLEAR INSIDE DIMENSIONS.
19. COORDINATE EQUIPMENT PAD LOCATIONS AND SIZES WITH ACTUAL
EQUIPMENT PROCURED.
20. COORDINATE WITH ELECTRICAL AND CONTROLS CONTRACTOR FOR
POWER REQUIREMENTS TO ALL MECHANICAL EQUIPMENT PRIOR TO
ORDERING ANY EQUIPMENT.
21. SQUARE ELBOWS IN DUCTWORK MUST HAVE TURNING VANES.
22. ALL DUCT AND PIPE TRANSITIONS, TURNS, AND OFFSETS ARE NOT
SHOWN. PROVIDE THESE ITEMS AS REQUIRED FOR A COMPLETE
SYSTEM.
23. OVERHEAD UTILITIES AND EQUIPMENT WEIGHING 31 LBS OR MORE
MUST BE MOUNTED SO THAT THEY RESIST 0.5 TIMES THE
COMPONENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES
COMPONENT WEIGHT IN THE DOWNWARD DIRECTION. THIS MUST BE
ACCOMPLISHED BY EITHER RIGID OR FLEXIBLE SYSTEMS. REFER TO
SPEC SECTION ON SEISMIC BRACING FOR REQUIREMENTS.
24. DUCTS SHALL BE INSULATED WITH DUCT WRAP PER SPECIFICATIONS
AND THE ENERGY CODE.
IN ADDITION TO THE OBD AT THE GRILLE. INSTALL A MANUAL
BALANCING DAMPER ON EACH SUPPLY BRANCH TO LACATION, TO
SECURITY STORAGE AND SECURITY OFFICE
INSTALL A MANUAL BALANCING DAMPER ON EXHAUST BRANCH FROM
LACATION. THIS IS IN ADDITION TO THE OBD AT THE GRILLE.
25. HVAC TEMPERATURE SET POINTS, DEAD BANDS, AND SCHEDULES
SHALL BE SET PER 2021 WASHINGTON STATE ENERGY CODE
(IECC 2021 AMMENDED).
26. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS
THE GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN
CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS
INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS (E.G.
SOLE-SOURCE), ALL LISTED MANUFACTURERS ARE THE BASIS OF
DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER
MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE
STANDARD OF QUALITY AND CHARACTERISTICS OF THE
SUBSTITUTED MANUFACTURER MEET OR EXCEED THE
STANDARD OF QUALITY AND CHARACTERISTICS OF THE BASIS OF
DESIGN.
27. REFER TO GEN-GZN006 AND GEN-GZN007 FOR ADDITIONAL
SYMBOLS AND LEGENDS.
28. FOR MINIMUM OUTSIDE AIR AND EXHAUST REQUIREMENTS SEE
VENTILATION SCHEDULE (BASED ON RATES FROM 2021
WASHINGTON STATE MECHANICAL CODE).
ACCESS HATCH ALLOWS FOR ADJUSTMENT OF EG-2 AND FOR
GENERAL INSPECTION OF OPEN AREA ABOVE COMFORT STATIONS.
OPEN AREA OVER COMFORT STATIONS IS ALSO OPEN TO JANITORS
AND LACATION ROOMS.
FIELD ROUTE INTO ARCHITECTURAL HORIZONTAL DUCT CHASE OR
SOFFIT TO CROSSOVER TO SECURITY OFFICE.
FIELD ROUTE THE SUPPLY AIR DOWN AND OVER THE DOOR.
OD
D
O
ODODODOD
OO
O
O
2.72.32.1
2.H
2.112.102.92.82.62.52.4
2.F
2.C
2.2
BT120-THRM-02
BT120-THRM-04
BT120-THRM-36
BT120-THRM-16
BT120-THRM-26
BT120-THRM-46
BT120-THRM-56
ELECTRICAL
BT120L1209
TELECOM
BT120L1208
OPERATOR
RESTROOM
BT120L1207
OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1204
LACTATION
ROOM
BT120L1202
JANITOR
BT120L1203
SEC
STORAGE
BT120L1201
SECURITY
BLDG
BT120L1200
BT120-THRM-03
T
BT120-THRM-01
STORAGE
1
BT120L1210
BT120-THRM-11
BT120-THRM-07
BT120-THRM-12
BT120-HTR-01
T
T
T
TTT
T
T
T
T T
T
BT120-THRM-05
BT120-ACU-56BT120-ACU-26
BT120-ACU-36
BT120-ACU-46
ACCESS
HATCH 18x12
TO ACU-02
TO ACU-03 TO ACU-04
TO ACU-01
TO ACU-05
TO ACU-07
BT120-ACU-16
N
D
O
P
2.72.32.1
2.H
2.112.102.92.82.62.52.4
2.F
2.C 2.C
2.2
BT120-ACU-03
ELECTRICAL
BT120L1209
TELECOM
BT120L1208
OPERATOR
RESTROOM
BT120L1207
OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1204
LACTATION
ROOM
BT120L1202
JANITOR
BT120L1203
SEC
STORAGE
BT120L1201
STORAGE
1
BT120L1210
LVR-02
BT120-ERU-01
BT120-HTR-01
BT120-ACU-04
LVR-01
8"⌀EA
6"x6" EG-1
(100 EA)
TYP 4
10"⌀12"⌀OA
BT120-ACU-07
BT120-ACU-05BT120-ACU-01
6"x6" OA
6"x6" SG-1
(50 OA)
6"x6" SG-1
(100 OA)
8"⌀OA
6"x6" SG-1
(100 OA)
10"⌀EA
BOA 9'-7"
8"x8" EA
8"⌀OA
BOD 11'-2"
6"x6" SG-1
(50 OA)
6"⌀OA
12"x12" EA LOW
BOD 10"-10"
12"x12" OA HIGH
8"x8" EG-1
(150 EA)
6"x6" SG-2
(75 OA)
12"x12" OA
BOD 12"-7" 4"⌀OA
6"x6" SG-1
(25 OA)
6"⌀OA
BOD 13'-2"
6"x6" SG-2
(75 OA)
SECURITY
BLDG
BT120L1200
6"x6" SG-1
(25 OA)
TYP 4
12"x12" EA HIGH
12"x12" OA LOW
6"x6" EG-2
(50 EA)
6"⌀EA
BT120-HPMP-01
BT120-HPMP-02
BT120-HPMP-03
BT120-HPMP-04
BT120-HPMP-05 BT120-HPMP-06
BT120-ACU-02
BT120-HPMP-07
BT120-HTR-02
8"⌀OA
BOD 9'-7"
8"⌀OA
BOD 11'-2"
BT120-ACU-56
6" ⌀OA BOD 11"-6"
N
SG
SE
C
S
T
O
R
A
G
E
SE
C
U
R
I
T
Y
B
L
D
G
OP
E
R
A
T
O
R
R
E
S
T
R
O
O
M
SG
EG
SG
EG
SG
EG
SG
EG
SG
INSULATED DUCTWORK
OA
EA
EA
OA
BT120-ERU-01
INDOOR UNIT INDOOR UNIT INDOOR UNIT INDOOR UNIT INDOOR UNIT
T
OUTDOOR UNIT
PO
W
E
R
A
N
D
S
I
G
N
A
L
W
I
R
E
S
TO
A
L
L
I
N
D
O
O
R
U
N
I
T
S
T T T T
OUTDOOR UNIT
PO
W
E
R
A
N
D
S
I
G
N
A
L
W
I
R
E
S
RE
F
R
I
G
E
R
A
N
T
L
I
N
E
S
INDOOR UNIT
T
SIDE VIEW OF A HEATER
POWER
3 PORT BRANCH UNIT WITH POWER
SEE EQUIPMENT SCHEDULE
3 PORT BRANCH UNIT WITH POWER
SEE EQUIPMENT SCHEDULE
REFNET JOINT
POWER
COORDINATE WITH PLUMBING
CONDENSATE DRIPS INTO
HUB DRAIN OR APPROVED
LOCATION, TYPICAL
COORDINATE WITH PLUMBING
CONDENSATE DRIPS INTO HUB DRAIN
OR APPROVED LOCATION, TYPICAL
WALL MOUNTED UNIT
EG
SG
LA
C
T
A
T
I
O
N
R
O
O
M
JA
N
I
T
O
R
EG
SG
SEE PLAN SHEET FOR GRID TAGGING AND CFM
BT120-ACU-16 BT120-ACU-26 BT120-ACU-36 BT120-ACU-46 BT120-ACU-56
BT120-THRM-56BT120-THRM-46BT120-THRM-36BT120-THRM-26BT120-THRM-16
TYPICAL BRANCH
REFRIGERANT LINES
GAS = 3/8 INCH
LIQUID = 1/4 INCH
EXTERIOR WALL
FINISHED FLOOR
SURFACE MOUNTED
BOTTOM, 7 FT AFF
BT120-HTR-02
BT120-HTR-01
FRONT VIEW OF A HEATER
BT120-THRM-12
BT120-THRM-11
UNIT MOUNTED T-
STAT. EXPECT
SHIPPED LOOSE
BT120-HPMP-06
MAIN REFRIGERANT LINES GAS
= 3/4 INCH
LIQUID = 3/8 INCH
(5 SETS SEE PLAN SHEET FOR TAGGING)
SE
E
S
P
L
I
T
S
Y
S
T
E
M
S
S
C
H
E
D
U
L
E
FO
R
P
I
P
E
S
I
Z
E
S
TE
L
E
C
O
M
SG
ST
O
R
A
G
E
1
SG
OUTSIDE AIR LOUVER
SCALE: NTS
CORE FACILITY AIRFLOW DIAGRAM 1
SCALE: NTS
ELECTRIC HEATERS 2
SCALE: NTS
SINGLE ZONE SPLIT SCHEMATIC 4
SCALE: NTS
5 ZONE HEAT PUMP CORE FACILITY SCHEMATIC 3
CS
LVR-02
EXHAUST AIR LOUVER
LVR-01
---
-
FILTER TYP 2
OP
E
R
A
T
O
R
R
E
S
T
R
O
O
M
OP
E
R
A
T
O
R
R
E
S
T
R
O
O
M
OP
E
R
A
T
O
R
R
E
S
T
R
O
O
M
EL
E
C
T
R
I
C
A
L
R
O
O
M
SG
BMS POINTS LIST
HEAT PUMP
EQUIPMENT TYPE PLC INPUT / OUTPUT DESCRIPTION
X
INDICATE/
ALARM
SYSTEM EQUIPMENT ID
SERVING AREA
HVAC
ELECTRICAL
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HVAC
HEAT PUMP
HEAT PUMP
HEAT PUMP
HEAT PUMP
HEAT PUMP
HEAT PUMP
HEAT PUMP
HEAT PUMP
HEATER
HEATER
VENTILATOR
VENTILATOR
VENTILATOR
UTILITY
LIGHTING
LIGHTING
LIGHTING
ELECTRICAL ROOM
BUS BAY
CHARGING YARD
GENERATOR
GENERATOR
GENERATOR
ELECTRICAL
ELECTRICAL
ELECTRICAL
BT120-ACU-01
BT120-ACU-02, 03
BT120-ACU-04, 05
BT120-ACU-16
BT120-ACU-26
BT120-ACU-36
BT120-ACU-46
BT120-ACU-56
BT120-ACU-07
BT120-HTR-01
BT120-HTR-02
BT120-ERU-01
BT120-ERU-01
BT120-ERU-01
ROOM TEMPERATURE SENSOR
MONITOR AIRFLOW RANGE
ROOM TEMPERATURE SENSOR
ROOM TEMPERATURE SENSOR
ROOM TEMPERATURE SENSOR
ROOM TEMPERATURE SENSOR
ROOM TEMPERATURE SENSOR
ROOM TEMPERATURE SENSOR
ROOM TEMPERATURE SENSOR
ROOM TEMPERATURE SENSOR
ROOM TEMPERATURE SENSOR
ROOM TEMPERATURE SENSOR
DIRTY FILTER LOADING ALARM
FAN PROVING ALARM
POINT TYPE
ANALOG INPUT
ANALOG INPUT
ANALOG INPUT
ANALOG INPUT
ANALOG INPUT
ANALOG INPUT
ANALOG INPUT
ANALOG INPUT
ANALOG INPUT
ANALOG INPUT
DIGITAL INPUT
DIGITAL INPUT
PLC TAG
BMS
CONTROL
OUT PUT
NOTES
TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
ANALOG INPUT
ANALOG INPUT
X
X
TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT
X
X
X ALARMS WHEN ONBOARD BMS CARD INDICATES AIRFLOW OUT OF RANGE
ALARMS WHEN ONBOARD BMS CARD INDICATES FANS DID NOT PROVE
ALARMS WHEN ONBOARD BMS CARD INDICATES DIRTY FILTER
MONITOR VOLTAGE AND FREQUENCY
MONITOR VOLTAGE AND FREQUENCY
COMMON WARNING ITEMS
COMMON SHUTDOWN ITEMS
LIGHTING CONTROL PANEL
LIGHTING CONTROL PANEL
LIGHTING CONTROL PANEL
ANALOG INPUT
ANALOG INPUT
DIGITAL INPUT
DIGITAL INPUT
TBD
TBD
TBD
X
X
X
X
X
X
X
ALARMS IF VOLTAGE OR FREQUENCY IS OUT OF RANGE
ALARMS IF VOLTAGE OR FREQUENCY IS OUT OF RANGE
ALARMS IF COMMON WARNINGS ARE INDICATED
ALARMS IF UNWANTED SHUTDOWN OCCURS
MONITOR LIGHTING CONTROL PANEL
MONITOR LIGHTING CONTROL PANEL
MONITOR LIGHTING CONTROL PANEL
GENERAL NOTES:
1. SEE DWG BT120-MHS005 - MHS007 AND MHS010 COMMUNICATION SET FOR BMS CONTROLLER DETAILS, CABLES AND TAGS LOCATION.
2. SEE THE CONTROLS NETWORK DIAGRAM BT120-MHS006 FOR SENSOR AND DEVICE CONNECTIONS. ADD POINTS OR DEVICES AS REQUIRED FOR A COMPLETE SYSTEM.
PSC
HMI
ACU
PQMGEN
LCPLCP
CUATSUPS
LCP
ACU ACU ACU ACU
ACUACU ACU ACU ACU ACU ACU ACU ACU ACU ERU ACU
LEVEL 1
BACNET MS/TP
LEVEL 1
NOTES:
1. ONLY A REPRESENTATIVE SAMPLE OF CONTROLLERS ARE SHOWN. COMPLETE SYSTEM ARCHITECTURE TO BE PROVIDED BY CONTROLS CONTRACTOR.
2. ALL EQUIPMENT BY CONTROLS CONTRACTOR, UNLESS NOTED OTHERWISE.
3. NETWORK CONFIGURATION SHALL CONFORM WITH ALL PERFORMANCE REQUIREMENTS IN SECTION 25 10 00.
4. PROVIDE LOCKABLE ENCLOSURES FOR ALL PSCs, SCs AND NETWORK EQUIPMENT.
5. ALL BMS EQUIPMENT, CONTROLLERS AND NETWORK EQUIPMENT SHALL BE POWERED FROM 120VAC POWER CIRCUITS. COORDINATE POWER REQUIREMENTS AND FINAL LOCATIONS WITH DIVSION 26.
6. CONFIRM ALL BMS PANEL LOCATIONS WITH CLIENT PRIOR TO INSTALLATION.
7. 24VAC POWER TRUNK WIRING AND STEP-DOWN TRANSFORMERS PROVIDED BY CONTROLS CONTRACTOR, AND SHALL BE POWERED FROM 120VAC POWER CIRCUITS.
8. INTEGRATE TO 3RD PARTY SYSTEM CONTROLLER VIA BACNET OR MODBUS COMMUNICATION, COORDINATE REQUIREMENTS WITH EQUIPMENT VENDOR.
9. CONTROLLER PROVIDED BY MANUFACTURER, CONTROLS CONTRACTOR SHALL INTERGRATE TO THIS EQUIPMENT.
10. CONTROLS CONTRACTOR SHALL INTEGRATE TO ELECTRICAL EQUIPMENT PROVIDED BY DIVISION 26. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR QUANTITIES AND LOCATIONS.
11. CONTROLS CONTRACTOR SHALL INTEGRATE WITH LIGHTING CONTROL SYSTEM. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR QUANTITIES AND LOCATIONS OF LIGHTING CONTROL PANELS.
MULTIZONE
SPLIT SYSTEM
MASTER CONTROLLER
BT105-ACU-16
SPLIT SYSTEM CONTROLS
(NOTE 9)
ELECTRICAL EQUIPMENT
(NOTE 10)
BT105-SWGR-01BT105-GEN-01
120VAC
BY DIV. 26
DATA CONNECTION TO
BUILDING IT NETWORK
KN TO DIV 25 SPEC
BT105-BMS-01
CAT-6
LIGHTING CONTROLLERS
(NOTE 11)
BT105-LCP-02BT105-LCP-01
BACNET IP
MULTIZONE SPLIT SYSTEM
INTERCONNECTS,
COORDINATE WIRING
REQUIREMENTS WITH
MANUFACTURER.
LOCATED IN
TELECOM ROOM
BT120L1208
BT105-HPMP-06
AIR COOLED CONDENSING UNITS
(NOTE 9)
IP CONNECTION
TO BUILDING IT
NETWORK.
BY DIV. 27.
BT120-ATS-01 BT105-UPS-01
IP CONNECTION
TO BUILDING IT
NETWORK.
BY DIV. 27.
CAT-6
ELECTRICAL EQUIPMENT, NOTE 10
BT105-LCP-03
BT105-ACU-26 BT105-ACU-36 BT105-ACU-46 BT105-ACU-56
MODBUS RTU
HVAC SYSTEM MONITORING
(NOTE 9)
BT105-ACU-02BT105-ACU-01 BT105-ACU-03 BT105-ACU-04 BT105-ACU-05 BT105-ACU-16 BT105-ACU-26 BT105-ACU-36 BT105-ACU-46 BT105-ACU-56 BT105-ERU-01 BT105-ACU-07
BMS POINTS LIST
EQUIPMENT TYPE BMS I/O DESCRIPTION INDICATE/
ALARM
SYSTEM EQUIPMENT ID POINT TYPE
BMS
CONTROL
OUTPUT NOTES
GENERAL NOTES:
1. SEE DWG BT120-MHS005 - MHS007 AND MHS010 COMMUNICATION SET FOR BMS CONTROLLER DETAILS, CABLES AND TAGS LOCATION.
2. SEE THE CONTROLS NETWORK DIAGRAM BT120-MHS006 FOR SENSOR AND DEVICE CONNECTIONS. ADD POINTS OR DEVICES AS REQUIRED FOR A COMPLETE SYSTEM.
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-01 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-02 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-03 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-04 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-05 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-07 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-16 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-26 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-36 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-46 BMS INTERFACE AV/DV X X
HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-56 BMS INTERFACE AV/DV X X
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
XHVAC ENERGY RECOVERY UNIT BT120-ERU-01 STATUS DI
HVAC ENERGY RECOVERY UNIT BT120-ERU-01 SUPPLY FILTER PRESSURE DROP AI X
HVAC ENERGY RECOVERY UNIT BT120-ERU-01 RETURN FILTER PRESSURE DROP AI X
HVAC OCCUPIED MODE BT120-BMS-01 OCCUPIED MODE DO X
HVAC UNOCCUPIED OVERRIDE BT120-BMS-01 UNOCCUPIED OVERRIDE DI X
NOTES: AI = ANALOG INPUT, AO = ANALOG OUTPUT, DI = DIGITAL INPUT, DO - DIGITAL OUTPUT. AV = ANALOG POINT THOUGH BACNET INTERFACE / PACKAGED CONTROLLER. DV = DIGITAL POINT THROUGH BACNET INTERFACE / PACKAGED CONTROLLER.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY
CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER
INSTRUCTIONS FOR MORE INFORMATION.
BMS POINTS LIST
EQUIPMENT TYPE BMS I/O DESCRIPTION INDICATE/
ALARM
SYSTEM EQUIPMENT ID POINT TYPE
BMS
CONTROL
OUTPUT
NOTES
ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-01 STATUS DV X
ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-01 SCHEDULE AV X
ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-02 STATUS DV X
ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-02 SCHEDULE AV X
ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-03 STATUS DV X
ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-03 SCHEDULE AV X
NOTES: AI = ANALOG INPUT, AO = ANALOG OUTPUT, DI = DIGITAL INPUT, DO - DIGITAL OUTPUT. AV = ANALOG POINT THOUGH BACNET INTERFACE / PACKAGED CONTROLLER. DV = DIGITAL POINT THROUGH BACNET INTERFACE / PACKAGED CONTROLLER.
ELECTRICAL UPS BT105-UPS-01 BMS INTERFACE AV/DV X
ELECTRICAL UPS BT105-UPS-01 STATUS DV X
ELECTRICAL UPS BT105-UPS-01 GENERAL ALARM DV X
ELECTRICAL ATS BT105-ATS-01 BMS INTERFACE AV/DV X
ELECTRICAL ATS BT105-ATS-01 ATS-UTILITY POSITION DV X
ELECTRICAL ATS BT105-ATS-01 UTILITY POWER AVAILABLE AV X
THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING
CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL.
THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING
CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL.
THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING
CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL.
THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING
CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL.
THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING
CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL.
THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING
CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL.
THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS.
THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS.
THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS.
ELECTRICAL ATS BT105-ATS-01 STANDBY POWER AVAILABLE AV X
ELECTRICAL ATS BT105-ATS-01 ATS-STANDBY POSITION DV X
ELECTRICAL ATS BT105-ATS-01 ATS FAIL DV X
THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM.
THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM.
THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM.
THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM.
THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM.
THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM.
ELECTRICAL POWER QUALITY METER BT105-SWGR-01 BMS INTERFACE AV/DV X THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS.
ELECTRICAL GENERATOR BT105-GEN-01 BMS INTERFACE AV/DV X THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS.
GENERAL NOTES:
1. SEE DWG BT120-MHS005 - MHS007 AND MHS010 COMMUNICATION SET FOR BMS CONTROLLER DETAILS, CABLES AND TAGS LOCATION.
2. SEE THE CONTROLS NETWORK DIAGRAM BT120-MHS006 FOR SENSOR AND DEVICE CONNECTIONS. ADD POINTS OR DEVICES AS REQUIRED FOR A COMPLETE SYSTEM.
LENGTH EQUALS
DIAMETER OF DUCT
RIGID/FLEXIBLE ROUND DUCTWORK RECTANGULAR DUCTWORK
1. DO NOT USE POWDER POWERED FASTENING SYSTEMS TO ATTACH
SUPPORTS TO STRUCTURE.
2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT, INSULATION, OR CAUSE
DUCT SHAPE DEFORMATION.
3. HANGER SIZES SHALL BE IN ACCORDANCE WITH SMACNA, LATEST EDITION.
4. THE USE OF PLUMBING STRAP OR NYLON/PLASTIC STRAP FOR DUCT OR
EQUIPMENT SUPPORT IS PROHIBITED.
STAINLESS STEEL
SHEET METAL SADDLE
ATTACH TO STRUCTURE
PER SMACNA
RECOMMENDATIONS
1/2" MINIMUM
BAND CLAMP
ATTACH TO STRUCTURE
WITH BEAM CLAMPS AS
DETAILED
NUT WITH LOCK WASHER
1-1/2" GALVANIZED STEEL
HANGER WITH
ALL-THREAD ROD IN
TRAPEZE CONFIGURATION
ALL-THREAD ROD
NOTES:
18 GA GALVANIZED
STEEL DRAINABLE
FIXED BLADE
LOUVER, SEE
LOUVER SCHEDULE
ALUMINUM BIRD SCREEN
ACROSS OPENING
SEAL PERIMETER
JOINT WATER-TIGHT
EXTERIOR WALL - VERIFY
CONSTRUCTION MATERIAL
AND COORDINATE
OPENING REQUIREMENTS
FULL-SIZE SHEET METAL
PLENUM
FABRICATE SHEET METAL
PLENUM-TO-DUCT
TRANSITION. DUCT SIZE
AS INDICATED ON
DRAWINGS
ROUND OR RECTANGULAR
DUCT WORK AS INDICATED
ON DRAWINGS. SUPPORT
FROM STRUCTURE ABOVE
1. MAXIMUM ALLOWABLE SUPPORTED LOAD PER HANGER:
TYPE A : 600 LBS TYPE D : 600 LBS
TYPE B : 250 LBS TYPE E : 150 LBS
TYPE C : 300 LBS
TYPE C - METAL BUILDING PURLIN TYPE E - WOODTYPE D - STEEL BEAM
METAL ROOF
THREADED
SIDE BEAM
BRACKET
WOOD RAFTER OR
TRUSS CHORD
(2) 1/4" x 1 1/2"
WOOD SCREWS
CEILING PLATE
WITH THREADED
ROD COUPLER
3/8" DIA THREADED
ROD, SEE NOTE 1
METAL BUILDING
PURLIN
3/8" DIA
THREADED ROD,
SEE NOTE 1
BEAM
CLAMP
RETAINING
STRAP
STEEL
BEAM
BEAM
CLAMP
3/8" DIA
THREADED
ROD, SEE
NOTE 1
GYP BOARD OR
PLYWOOD CEILING
1/4" DIA TEK
SCREWS, MIN 2
PER BRACKET
NOTES:
RECTANGULAR DUCT
SQUARE ELBOW
RECTANGULAR DUCT
RADIUSED ELBOW
RECTANGULAR DUCT
TAKE-OFF
ROUND DUCT
TAKE-OFF FROM
RECTANGULAR DUCT
DUCT OFFSET
DUCT SIZE
TRANSITION
W
W W W
L
12" MINIMUM
45° MAXIMUM
A
NOTES:
45° EXPANDED
THROAT
1.5 W1.5 WTURNING VANES
GORED ELBOWS ARE NOT ALLOWED.
L = 1/4 W, 4" MIN
TAKE OFF TO BE AN EXPANDED
CONICAL, BELLMOUTH FLANGED
TYPE FITTING. NO BUTT TAP TYPE
FITTINGS WILL BE ALLOWED.
AN EXPANDED CONICAL
TAP MAY BE SUBSTITUTED
FOR ANGLED TAKEOFFS ON
LOW PRESSURE SYSTEM.
DO NOT USE FLEX DUCT
FOR OFFSETS.
DIMENSION "A" TO BE A MAXIMUM
OF 22.5° FOR DIVERGING AND 30°
FOR CONVERGING AIR FLOWS.
THIS APPLIES FOR BOTH ROUND
AND RECTANGULAR DUCTWORK
INCLUDING SQUARE TO ROUND
TRANSITIONS.
PROVIDE TURNING VANES ON ALL
RECTANGULAR SUPPLY DUCTWORK.
UNLESS NOTED OTHERWISE DO NOT INSTALL
TURNING VANES IN RETURN OR EXHAUST AIR
DUCT.
TURNING VANES TO BE DOUBLE WIDTH VANES
OR SINGLE WIDTH VANES WITH 3/4" TRAILING
EDGE.
ROUND DUCT
RADIUSED ELBOW
ROUND DUCT
TAKE-OFF FROM
ROUND DUCT
1. THE USE OF PLUMBING STRAP OR NYLON/PLASTIC STRAP FOR DUCT
OR EQUIPMENT SUPPORT IS PROHIBITED.
2. MAXIMUM FLEX DUCT LENGTH IS 3'.
INTERIOR WALL,
SEE FLOOR PLAN
INDOOR UNIT (ACU)
OVERHEAD, SEE SCHEDULE
PROVIDE WALL
SLEEVES FOR PIPING
INSULATED 3/4" CONDENSATE DRAIN
LINE, ROUTE TO DRAIN AS INDICATED
ON DRAWINGS
EXTERIOR WALL, SEE FLOOR PLAN
POWER AND CONTROL WIRING TO
INDOOR UNIT
INSULATED REFRIGERANT LINES.
SECURE TO WALL PER
MANUFACTURER'S REQUIREMENTS.
PROVIDE SHROUD WHERE INDICATED
ON SCHEDULE
OUTDOOR UNIT (HPMP), SEE
SCHEDULE. PROVIDE
MANUFACTURER'S
REQUIRED CLEARANCE FOR
VENTILATION.
SEE STRUCTURAL DWG FOR
MOUNTING DETAIL.
PROVIDE FOR WIRED
THERMOSTAT UNLESS
SCHEDULED AS
REMOTE CONTROL
SA
INSTALL ON WALL AT 96" FROM FLOOR
TO BOTTOM OF UNIT (UNLESS NOTED
OTHERWISE)
SEQUENCE OF OPERATION
SETPOINT TEMPERATURE:
COOLING: CONTINUOUS 78° F
HEATING: OCCUPIED 68° F
RUN MODE:
1. EVAPORATOR RUN SHALL RUN
CONTINUOUSLY.
2. UNITS SHALL CYCLE HEATING OR
COOLING SECTION OFF/ON AS
REQUIRED TO MAINTAIN ROOM
SETPOINT.
AIRFLOW
ATS
P
P
G G
MOTOR CONNECTION; MOTOR HORSEPOWER AS SHOWN
FUSED SAFETY SWITCH, 100 AMP SWITCH, 80 AMP FUSES
NON-FUSED SAFETY SWITCH
COMBINATION MOTOR STARTER DISCONNECT SWITCH
LOCAL CONTROLLER
CONTROL PANEL
FLOOR OR SURFACE MOUNTED 208V PANELBOARD
FLOOR OR SURFACE MOUNTED 480V PANELBOARD
RECESSED 208V PANELBOARD
RECESSED 480V PANELBOARD
GENERAL PURPOSE, DRY TYPE TRANSFORMER. 'T75' IS THE KVA
RATING FOR THE TRANSFORMER. IN THIS EXAMPLE, 'T75'
REPRESENTS A TRANSFORMER RATED 75KVA.
CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER DIVISIONS.
RACEWAY, CONDUCTOR, TERMINATION AND CONNECTION IN THIS
DIVISION.
CTL
JUNCTION BOX WITH COVER PLATEJB
WALL MOUNTED JUNCTION BOX WITH COVER PLATEJB
AUTOMATIC TRANSFER SWITCH.
SPD SURGE PROTECTIVE DEVICE
ELECTRICAL HANDHOLE OR VAULT
ELECTRIC SYMBOLS
POWER DISTRIBUTION / EQUIPMENT LEGEND
GROUND ROD
GROUND ROD WITH TEST WELL
GROUND CONNECTION
GROUND CONDUCTOR TAP
GROUNDING CONDUCTOR
G
G
3
aA1E
DENOTES POLE MOUNTED SINGLE ARM LUMINAIRE. POLE HEIGHT AS
INDICATED.
DENOTES POLE MOUNTED TWIN CONFIGURATION SINGLE ARM LUMINAIRE.
INDIVIDUAL LUMINAIRE TYPE AS INDICATED; POLE HEIGHT AS INDICATED.
DENOTES POLE MOUNTED TRIPLEX CONFIGURED SINGLE ARM LUMINAIRE.
INDIVIDUAL TYPE AS INDICATED; POLE HEIGHT AS INDICATED.
DENOTES POLE MOUNTED QUADRAPLEX CONFIGURED SINGLE ARM
LUMINAIRE. INDIVIDUAL LUMINAIRE TYPE AS INDICATED; POLE HEIGHT
AS INDICATED.
PENDANT OR CEILING MOUNTED ILLUMINATED EGRESS EXIT SIGN. WHERE
USED, DIRECTIONAL ARROWS AS INDICATED. MOUNT 8'-0" ABOVE
FINISHED FLOOR, UNLESS INDICATED OTHERWISE.
NUMERAL = CIRCUIT NUMBER. ONLY WHEN THE OUTLINE AREA OF THE
CIRCUIT IS PROVIDED. OTHERWISE PANEL NUMBER WILL BE INCLUDED
WITH CIRCUIT NUMBER.
LOWERCASE ALPHANUMERIC CHARACTER = LIGHTING SWITCH
OR CONTROL ZONE
LIGHTING TYPE TAG -COORDINATE WITH LIGHTING FIXTURE
SCHEDULE
WALL MOUNTED ILLUMINATED EGRESS EXIT SIGN. WHERE USED,
DIRECTIONAL ARROWS AS INDICATED. MOUNTED 8'-0" AFF UNLESS
INDICATED OTHERWISE .
LUMINAIRE, SEE SCHEDULE FOR LIGHTING TYPE
LUMINAIRE CONNECTED TO EMERGENCY SOURCE, SEE SCHEDULE
FOR TYPE
3 THREE WAY.
4 FOUR WAY.
XP EXPLOSION PROOF
K KEYED SWITCH
WP WEATHERPROOF.
M SURFACE MOUNTED MOTOR RATED WITH OVERLOAD ELEMENTS,
CONTINOUS CURRENT RATING AND QUANTITY OF POLES AS REQUIRED
FOR EQUIPMENT SERVED.
D WALL DIMMER.
OS OCCUPANCY SENSOR [WITH MANUAL OVERRIDE].
3a
LOWERCASE LETTER(S) = CONTROL ZONE
CAPITAL LETTER(S) AND/OR NUMERAL = SPECIAL DESIGNATOR
SUBSCRIPT DEFINED ABOVE
LIGHTING CONTROL DEVICE IDENTIFICATION (TYPICAL FOR ALL LIGHTING
CONTROL DEVICE SYMBOLS WHERE USED)
MD MULT-LOCATION DIMMER, NUMERALS AS INDICATED FOR SINGLE
LOCATION DIMMER.
VS VACANCY SENSOR/SWITCH
CEILING MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR
D
P
CEILING MOUNTED DUAL-TECHNOLOGY VACANCY SENSOR
CEILING MOUNTED DAYLIGHT SENSOR
CEILING MOUNTED PHOTO SENSOR
3K THREE WAY KEYED SWITCH.
4K FOUR WAY KEYED SWITCH.
DP DOUBLE POLE.
VD VACANCY SENSOR/DIMMER
O OCCUPANCY SENSOR/SWITCH
OD OCCUPANCY SENSOR/DIMMER
V
V
V
O
O
O
CEILING MOUNTED DUAL-TECHNOLOGY OCCUPANCY SENSOR
CEILING MOUNTED DUAL-TECHNOLOGY CORRIDOR OCCUPANCY
SENSOR
O
O
CEILING MOUNTED PASSIVE INFRARED CORRIDOR OCCUPANCY SENSOR
CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR
O CEILING MOUNTED ULTRASONIC CORRIDOR OCCUPANCY SENSOR
CEILING MOUNTED PASSIVE INFRARED VACANCY SENSOR
CEILING MOUNTED ULTRASONIC VACANCY SENSOR
RECESSED WALL MOUNTED SWITCH. INSTALL ADJACENT DEVICES UNDER
COMMON FACEPLATE, FOUR DEVICES MAXIMUM PER FACEPLATE. EVENLY
DIVIDE DEVICES INTO SEPARATE GROUPS WHERE ADJCENT DEVICES
EXCEEDS FOUR.
SURFACE WALL MOUNTED SWITCH.INSTALL ADJACENT DEVICES UNDER
COMMON FACEPLATE, FOUR DEVICES MAXIMUM PER FACEPLATE.
EVENLY DIVIDE DEVICES INTO SEPARATE GROUPS WHERE ADJCENT
DEVICES EXCEEDS FOUR.
BRANCH CIRCUIT "HOMERUN", TIC MARKS INDICATE NUMBER OF
CONDUCTORS (INCLUDING NEUTRAL). #10 INDICATES AWG WIRE
SIZE, AND 3/4" INDICATES CONDUIT SIZE. WIRE AND CONDUIT
SIZE IS APPLICABLE TO EACH CIRCUIT INDICATED FOR ENTIRE
LENGTH OF CIRCUIT. ALL BRANCH CIRCUIT WIRING SHALL
INCLUDE A #12 AWG GROUND IN 3/4" CONDUIT. ARROW HEADS
DENOTE A HOMERUN TO PANELBOARD. NUMBER OF
ARROWHEADS INDICATE NUMBER OF CIRCUITS IN CONDUIT.
"LP-1,3" INDICATES PANEL AND CIRCUIT NUMBERS.
SINGLE CONDUIT CAPPED3
MULTIPLE CONDUITS, ALL INDIVIDUALLY CAPPED. WHERE
NUMERIC DESIGNATION INDICATED, DENOTES QUANTITY OF
CAPPED CONDUITS. IN THIS EXAMPLE, THREE CAPPED CONDUITS
RACEWAY CONTINUATION
CONDUIT OR CABLE TURNING UP OR TOWARD THE OBSERVER
CONDUIT OR CABLE TURNING DOWN OR AWAY FROM THE
OBSERVER
CONDUIT OR CABLE CHANGE IN ELEVATION
CABLE TRAY OR CONDUIT RACK
CONDUIT WITH BUSHING
A
R1
SWITCH LEG CONNECTED TO SWITCH "A"
SWITCH LEG CONNECTED TO RELAY #1 IN LIGHTING CONTROL
PANEL INDICATED.
DUPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE, RECEPTACLES
ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R.
13 ONE OR TWO NUMERIC DIGIT BRANCH CIRCUIT NUMBER (13 IN THIS
EXAMPLE)
WP WEATHER-RESISTANT, WEATHERPROOF WITH HINGED COVER
GFCI GFCI TYPE, WIRED FOR GFCI TRIP FOR DESIGNATED RECEPTACLE ONLY
(NON-FEED-THRU INSTALLATION)
TWO DUPLEX (QUAD) RECEPTACLES. UNLESS INDICATED OTHERWISE,
RECEPTACES ARE FLUSH MOUNTED, 20A, 125V, 1PH, 2P, 3W, NEMA 5-20R.
SIMPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE, RECEPTACLES
ARE FLUSH MOUNTED, 20A,125V,1PH, 2P, 3W, NEMA 5-20R.
SPECIAL PURPOSE RECEPTACLE, UNLESS INDICATED OTHERWISE,
RECEPTACLES ARE FLUSH MOUNTED. RECEPTACLE NEMA TYPES
INDICATED ON THE SPECIAL RECEPTACLE SCHEDULE.
WP-WIN WEATHER-RESISTANT TYPE, WEATHERPROOF WITH WHILE-IN-USE COVER
TR TAMPER RESISTANT TYPE RECEPTACLE
SPD SURGE PROTECTIVE DEVICE TYPE RECEPTACLE
FLUSH FLOOR TYPE FLOOR BOX. INSTALL PER MANUFACTURER
INSTRUCTION.
FLUSH FLOOR TYPE POKE-THRU WITH DUPLEX RECEPTACLE. INSTALL
PER MANUFACTURER INSTRUCTION.
POWER POLE WITH DUPLEX RECEPTACLES, LENGTH AS REQUIRED TO
EXTEND ABOVE CEILING; SHADED AREA DENOTES TELECOMMUNICATION
RACEWAY.
CEILING MOUNTED DUPLEX RCPT. UNLESS INDICATED OTHERWISE,
20A,125V, 1PH, 2P, 3W, NEMA 5-20R
F IN WALL FURNITURE CONNECTION. INSTALL PER MFR INSTRUCTION.
NUMERAL = CIRCUIT NUMBER1
GFCIWP
CAPITAL LETTER(S) = SPECIAL DESIGNATOR SUBSCRIPT DEFINED ABOVE
PR PROJECTOR RECEPTACLE TO BE LOCATED WITHIN PROJECTOR OR
CEILING MOUNT
DUPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE, RECEPTACLES
ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R, MOUNTED 6"
ABOVE COUNTERTOP OR BACKSPLASH UNLESS OTHERWISE NOTED.
DUPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE, RECEPTACLES
ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R ON AN
EMERGENCY CIRCUIT.
+48"DENOTES THE MOUNTING HEIGHT IN INCHES ABOVE THE FINISHED FLOOR.
+36"+(INCHES) = HEIGHT IN INCHES ABOVE FINISHED FLOOR
U USB CHARGING
R WHEN USED ON DEMOLITION PLANS: DEMOLISH DEVICE AND FACEPLATE,
OUTLET BOX TO REMAIN.
WHEN USE ON NEW WORK PLANS: INSTALL DEVICE IN EXISTING OUTLET
BOX.
FLUSH FLOOR TYPE FLOOR BOX. INSTALL PER MANUFACTURER
INSTRUCTION. RECEPTACLE NEMA TYPES INDICATED ON THE SPECIAL
RECEPTACLE SCHEDULE.
FLUSH FLOOR TYPE POKE-THRU WITH SPECIAL RECEPTACLE. INSTALL PER
MANUFACTURER INSTRUCTION. RECEPTACLE NEMA TYPES INDICATED ON
THE SPECIAL RECEPTACLE SCHEDULE.
POWER POLE WITH DUPLEX RECEPTACLES, LENGTH AS REQUIRED TO
EXTEND ABOVE CEILING; SHADED AREA DENOTES TELECOMMUNICATION
RACEWAY. RECEPTACLE NEMA TYPES INDICATED ON THE SPECIAL
RECEPTACLE SCHEDULE.
ON POWER AND LIGHTING SHEETS, ALL DEVICES IN THE
OUTLINED AREA ARE CIRCUITED TO THE SPECIFED PANEL
UNLESS OTHERWISE NOTED.
SURFACE MOUNTED RECEPTACLE
WIRING SYSTEM/RACEWAY/CABLE TRAY LEGEND
ELECTRICAL IDENTIFICATION NUMBERING
LUMINAIRE LEGEND
LIGHTING CONTROL DEVICE LEGEND
GROUNDING AND LIGHTNING PROTECTION LEGEND
WIRING DEVICE LEGEND
'LXX'-'YYYY'-'ZZ'(EXAMPLE)
YYYY = EQUIPMENT CODE -REPRESENTS A SPECIFIC KIND
OF EQUIPMENT, COMPONENT, OR FACILITY.
ZZ = INSTANCE NUMBER
LXX = LOCATION CODE
REFER TO "ST EQUIPMENT AND FACILITIES NUMBERING STANDARD' FOR MORE
DETAILED EXPLANATION
ELECTRICAL EQUIPMENT CODES ('YYYY')
ACM ABB CONTROL MODULE
ATS AUTOMATIC TRANSFER SWITCH
BEB BATTERY ELECTRIC BUS
BEBPC BEB PLUG CHARGER
BRKR BREAKER
CR COMMUNICATION RACK
DISC DISCONNECT SWITCH
EVLV ELECTRIC VALVE
EUH ELECTRICAL UNIT HEATER
EWH ELECTRIC WATER HEATER
FACP FIRE ALARM CONTROL PANEL
FARP FIRE ALARM RELAY PANEL
FSD FIRE SMOKE DAMPER
GEN GENERATOR
GFD GROUND FAULT DETECTOR
H TRACTION POWER 1500 V DC
BREAKER /SWITCH
HH HANDHOLE
HHLV LOW VOLTAGE HANDHOLE
HHMV MEDIUM VOLTAGE HANDHOLE
INV INVERTER
K LIGHTING KEY SWITCH
LB LOAD BANK
LC LIGHTING CABINET
LCP LIGHTING CONTROL PANEL
MBP MAINTENANCE BYPASS /
ISOLATION SWITCH
MC MOTOR CONTROLLER
MCC MOTOR CONTROL CENTER
MCS MOTOR CONTROL SWITCH
MDF MAIN DISTIBUTION FRAME
MH MANHOLE
MPC MINI POWER CENTER
MS MANUAL MOTOR STARTER
MTR METER
NRVEV NRV EV CHARGER
OS OCCUPANCY SENSOR
PB2 PANELBOARD -208/120 V
PB4 PANELBOARD -480/277 V
PBLV LOW VOLTAGE PULLBOX
PBMV MEDIUM VOLTAGE PULLBOX
PC BUS PLUG COLUMN
PE POLYETHYLENE
RD ROLL-UP DOOR
SWBD SWITCHBOARD
SWGR SWITCHGEAR
T TRANSFORMER
UPS UNINTERRUPTIBLE POWER
SUPPLY
VFD VARIABLE SPEED/FREQ DRIVE
O3 THREE WAY OCCUPANCY SENSOR
GFCI DUPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE,
RECEPTACLES ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R.
DUPLEX CONTROL RECEPTACLE. UNLESS INDICATED OTHERWISE,
RECEPTACLES ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R.
T75
100AS
80AF
DAYLIGHT ZONES
BTM01-PB2-105
GROUND BUS BAR
CEILING MOUNTED WATTSTOPPER LMRC-211/212 ROOM CONTROLLERRC
OR OVERRIDE SWITCH
OUTDOOR WALL MOUNTED LUMINAIRE
CAN LUMINAIRE, SEE SCHEDULE FOR LIGHTING TYPE
OUTDOOR CANOPY LUMINAIRE
'E' DESIGNATION -LIGHTING FIXTURE WITH EMERGENCY SOURCE
GENERAL LEGEND NOTE
** REFER TO GEN-GZN006 & GEN-GZN007 FOR ADDITIONAL
SYMBOLS AND LEGEND.
TVM TICKET VENDING MACHINE
ELECTRICAL HANDHOLE OR VAULT WITH DECORATIVE LID
ELECTRIC SYMBOLS
MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER.
L LONG PICKUP AND TIME DELAY PROTECTION
PROTECTIONDESIGNATION
S SHORT PICKUP AND TIME DELAY PROTECTION
I INSTANTANEOUS PICKUP PROTECTION
G GROUND (EARTH) PICKUP AND TIME DELAY PROTECTION
N NEUTRAL PROTECTION
LSIG250 AF
225 AT
LOW VOLTAGE MOLDED CASE CIRCUIT BREAKER.
KEY INTERLOCK
PROTECTION DEVICE FEATURES / ACCESSORIESDESIGNATION
NOTE: MULTIPLE DESIGNATIONS MAY BE ADJACENT TO DEVICE.
K
ST SHUNT TRIP
ET ELECTRONIC TRIP
LSIG
1200/5
3 SOLID STATE TRIP UNIT WITH CT INPUT OR MODULE CAPABLE
OF MONITORING AMPS, INSTANTANEOUS KW, PEAK KW AND
KWH.
TRANSFORMER.
PHASE CURRENT TRANSFORMER.
100 VA
POTENTIAL TRANSFORMER.
CONTROL POWER TRANSFORMER.FUSE
SURGE PROTECTIVE DEVICE.
NON-FUSED DISCONNECT / SAFETY SWITCH.
60A/3P IN THIS EXAMPLE. DENOTES 60 AMPERES / 3 POLE.
F-30A IN THIS EXAMPLE, DENOTES FUSED WITH 30 AMPERE FUSES.
F-MFR DENOTES FUSE RATING IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS FOR THE UTILIZATION EQUIPMENT PROTECTED BY
THE FUSES.
N3R IN THIS EXAMPLE, DENOTES NEMA 3R ENCLOSURE.
SN DENOTES SOLID NEUTRAL.
N.C.
30A/3P
N.C.
30A/3P
F-30A
FUSED DISCONNECT / SAFETY SWITCH.
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'FVNR'
DENOTES FULL VOLTAGE NON-REVERSING, WHERE INDICATED, 'E'
DENOTES ELECTRONIC OR SOLID STATE OVERLOAD RELAY.
UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER
ENCLOSURES ARE RATED NEMA 1.
N.C.DENOTES NORMALLY CLOSED.
N.O.DENOTES NORMALLY OPEN.
T-PD2A
30KVA
480 V-208/120 V
E
FVNR1
E
FVR1
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'FVR'
DENOTES FULL VOLTAGE REVERSING, WHERE INDICATED, 'E'
DENOTES ELECTRONIC OR SOLID STATE OVERLOAD RELAY.
UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER
ENCLOSURES ARE RATED NEMA 1.
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, 'VFD' DENOTES VARIABLE OR
ADJUSTABLE FREQUENCY DRIVE. UNLESS INDICATED OTHERWISE,
LOCAL CONTROLLER ENCLOSURES ARE RATED NEMA 1.
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'RVAT'
DENOTES REDUCED VOLTAGE AUTOTRANSFORMER, WHERE
INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD
RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER
ENCLOSURES ARE RATED NEMA 1.
E
RVAT1
E
RVPW1
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'RVPW'
DENOTES REDUCED VOLTAGE PART-WINDING, WHERE INDICATED,
'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD RELAY.
UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER
ENCLOSURES ARE RATED NEMA 1.
E
RVSS1
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'RVSS'
DENOTES REDUCED VOLTAGE SOLID STATE SOFT STARTER,
WHERE INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE
OVERLOAD RELAY. UNLESS INDICATED OTHERWISE, LOCAL
CONTROLLER ENCLOSURES ARE RATED NEMA 1.
WD1
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'WD'
DENOTES WYE-DELTA STARTER, WHERE INDICATED, 'E' DENOTES
ELECTRONIC OR SOLID STATE OVERLOAD RELAY. UNLESS
INDICATED OTHERWISE, LOCAL CONTROLLER ENCLOSURES ARE
RATED NEMA 1.
521200A
3
MR
1200/5
ZERO SEQUENCE CURRENT TRANSFORMER.
1
50/5
MSCT1
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'MSCT'
DENOTES MULTI-SPEED CONSTANT TORQUE STARTER, WHERE
INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD
RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER
ENCLOSURES ARE RATED NEMA 1.
MSVT1
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'MSVT'
DENOTES MULTI-SPEED VARIABLE TORQUE STARTER, WHERE
INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD
RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER
ENCLOSURES ARE RATED NEMA 1.
MSCH1
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'MSCH'
DENOTES MULTI-SPEED CONSTANT HORSEPOWER STARTER,
WHERE INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE
OVERLOAD RELAY. UNLESS INDICATED OTHERWISE, LOCAL
CONTROLLER ENCLOSURES ARE RATED NEMA 1.
MOTOR; EQUIPMENT IDENTIFICATION AND HORSEPOWER AS
INDICATED.
ELECTRONIC METERING MODULE: MICROPROCESSOR BASED
FOR METERING, ANALYZING, WAVEFORM CAPTURE AND
CAPABLE OF PROVIDING MONITORED DATA PARAMETERS
LMU LOCAL MONITORING UNIT FOR SWITCHGEAR ASSEMBLIES
CAPABLE OF UP TO 40 SEPARATE DATA INPUTS FROM
BREAKER LSIG'S, EMM'S AND MFR'S; CONFIGURABLE DISPLAY
SCREEN; DATA OUTPUT PORTS
CPT480V 10KVA,
1PH 120/240V
PT
200
KVAR VARIABLE POWER FACTOR CORRECTION CAPACITOR BANK.
E
2 SPD1
MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL
CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, '2 SPD'
DENOTES TWO SPEED FULL VOLTAGE NON-REVERSING, WHERE
INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD
RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER
ENCLOSURES ARE RATED NEMA 1.
SPD
N.C.
600 A
LOAD INTERRUPTER SWITCH.
EMM
50
EF-01
VFD
M MULTIFUNCTION METER
KT30Y
480 V-208/120 V ISOLATION TRANSFORMER.
CABLE LUG TERMINATION
LA'S
3
LIGHTNING ARRESTER. NUMERIC VALUE DENOTES QUANTITY.
L ATS
P S
TRANSFER SWITCH. 'ATS' DENOTES AUTOMATIC TRANSFER
TYPE, 'MTS' DENOTES MANUAL TRANSFER TYPE. 'P'
DENOTES PRIMARY POWER SOURCE; 'S' DENOTES
SECONDARY POWER SOURCE; 'L' DENOTES TRANSFER
SWITCH LOAD SIDE CONNECTION POINT.
DENOTES ELECTRICAL CONDUIT
E ENGINE.
G GENERATOR.
GFP GROUND FAULT PROTECTION.
LOADBANK.
FUSED DRAWOUT POTENTIAL TRANSFORMER.
FUSED POTENTIAL TRANSFORMER.
POWER FILTER.
SURGE PROTECTIVE DEVICE.
R1 RELAY.
UPS AND BATTERY.
LSIG
1600 AF
800 AT
N.C.
30A/3P
(3)
F-30A
DEVICE ADJUSTABLE PROTECTION OPTIONS. LONG, SHORT,
INSTANTANEOUS, AND GROUND PICKUPS IN THIS EXAMPLE.
"AF" DENOTES FRAME SIZE, "AT" DENOTES TRIP SETTING. 1600A
FRAME WITH 800A TRIP IN THIS EXAMPLE.
DENOTES SWITCH SIZE AND POLES. 30A, 3-POLE SWITCH IN
THIS EXAMPLE.
DENOTES QUANTITY AND RATING OF FUSES. THREE 30A IN
THIS EXAMPLE.
DENOTES ORIENTATION OF SWITCH. NORMALLY CLOSED IN
THIS EXAMPLE.
PNL L1A
PNL L1A
PANELBOARD WITH A VOLTAGE OF 480V OR HIGHER.
PANELBOARD WITH VOLTAGE UNDER 480V.
BATTERY.
DIGITAL METER.DM
GROUNDING CONNECTION.
FEEDER / BRANCH CIRCUIT DESIGNATION. IN THIS EXAMPLE,
'13Y' REFERS TO THE SYMBOL COLUMN OF THE
FEEDER/BRANCH CIRCUIT SCHEDULE. THE ASSOCIATED
SYMBOL DESIGNATION DENOTES THE FEEDER / BRANCH
CIRCUIT REQUIREMENTS FOR THE ITEM TAGGED.
13Y
SINGLE LINE DIAGRAM LEGEND SINGLE LINE DIAGRAM LEGEND SINGLE LINE DIAGRAM LEGEND
ADJUSTABLE PROTECTION DESIGNATIONS
KIRK-KEY INTERLOCK.K
SITE POWER DISTRIBUTION
PAD MOUNTED EQUIPMENT AS IDENTITIFED
E E
E E ELECTRICAL DUCTBANK
SL SL SITE LIGHTING
DPM DIGITAL POWER METER
G STANDBY GENERATOR RATING SHOWN (KW/KVA)
500/625
SURGE PROTECTIVE DEVICE.SPD
100:5 CURRENT TRANSFORMER RATING AS SHOWN
VT
POTENTIAL TRANSFORMER
X MPR: MAIN PROTECTIVE RELAY
FPR: FEEDER PROTECTIVE RELAY
** REFER TO GEN-GZN006 & GEN-GZN007 FOR ADDITIONAL
SYMBOLS AND LEGEND.
SINGLE LINE DIAGRAM LEGEND
GENERAL LEGEND NOTE
ELECTRIC SYMBOLS
GENERAL NOTES MOUNTING HEIGHT SCHEDULE
1. WHERE "SPLIT CIRCUIT" IS INDICATED, EXTEND SPLIT CIRCUIT HOME RUNS TO A COMMON JUNCTION BOX ABOVE THE PANEL INDICATED. TIE HOME RUNS TOGETHER
USING SPLICE KIT AND EXTEND A SINGLE SET OF CONDUCTORS TO CIRCUIT BREAKER NUMBER INDICATED. WIRING USED IN SPLIT CIRCUITS SHALL BE THE SAME SIZE.
2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF
THE REQUIRED WIRING. ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF SURFACE MOUNTED CONDUITS, WHERE INDICATED, THEY
SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION WITH THE WORK OF OTHER TRADES AND SPACE WILL PERMIT. WHERE CONDUIT RUNS ARE NOT SHOWN
ON THE DRAWINGS, SUCH AS FOR MECHANICAL EQUIPMENT, COORDINATE CONDUIT RUNS WITH THE WORK OF OTHER TRADES AND STRUCTURE. SIMPLIFY INSTALLATION
WHEREVER POSSIBLE, BUT SUBJECT TO APPROVAL BY THE COR FOR VISUAL AND STRUCTURAL REASONS. IT IS NOT WITHIN THE SCOPE OF THE DRAWINGS TO SHOW ALL
NECESSARY OFFSETS, BENDS, PULL BOXES, AND OBSTRUCTIONS. THE DRAWINGS ARE NOT INTENDED TO BE SCALED, REFER TO THE ARCHITECTURAL DRAWINGS FOR
DIMENSIONS.
3. NOT ALL SYMBOLS SHOWN IN LEGENDS ARE USED -SEE DRAWINGS FOR APPLICABLE DEVICES.
4. MOUNTING HEIGHTS INDICATED AS '+##' ARE MEASURED FROM FINISHED FLOOR UNLESS OTHERWISE NOTED.
5. PROVIDE LABELS DENOTING EQUIPMENT SERVED AND CORRESPONDING CIRCUIT NUMBER ON DEDICATED RECEPTACLES.
6. SEAL PENETRATIONS OF FIRE-AND/OR SMOKE-RATED CONSTRUCTION WITH U.L. APPROVED STOPPING MATERIAL TO RESTORE THE ORIGINAL RATING OF THE
PENETRATED CONSTRUCTION.
7. SEAL PENETRATIONS OF NON-RATED PARTITIONS WITH APPROVED MATERIAL TO PREVENT AIRFLOW AND DEBRIS.
8. MOUNTING HEIGHTS SHOWN ON ELECTRICAL, COMMUNICATIONS, AND SYSTEMS DRAWINGS ARE FOR BIDDING PURPOSES ONLY. REFER TO INTERIOR ELEVATION
DRAWINGS FOR MOUNTING HEIGHTS OF DEVICES AND EQUIPMENT. WHERE DISCREPANCIES OCCUR, INTERIOR ELEVATIONS TAKE PRECEDENCE.
9. SUPPORT BOXES AND CONDUIT ABOVE CEILING INDEPENDENTLY. DO NOT SUPPORT FROM SUSPENDED CEILING SYSTEM.
10. WHERE CONCEALED BY INACCESSIBLE FINISHES, PROVIDE ACCESS DOORS FOR JUNCTION & PULL BOXES, CONTROL DEVICES & EQUIPMENT, DISCONNECT SWITCHES,
AND OTHER ITEMS REQUIRING SERVICE, MAINTENANCE, OPERATION, OR ADJUSTMENT. SIZE AND LOCATE ACCESS DOORS FOR EASE OF PERFORMANCE OF THE
FUNCTION INTENDED. DOORS SHALL NOT BE SMALLER THAN 18" x 18". COORDINATE LOCATION OF ACCESS DOORS WITH AFFECTED TRADES. SUBMIT PANEL LOCATIONS
FOR APPROVAL BY THE ARCHITECT PRIOR TO INSTALLATION.
11. INSTALL ADJACENT DEVICES UNDER A COMMON FACEPLATE, WITH NO MORE THAN FOUR DEVICES IN A SINGLE FACEPLATE. WHERE MORE THAN FOUR ADJACENT
DEVICES ARE PRESENT, EVENLY DIVIDE DEVICES INTO SEPARATE GROUPS OF NO LESS THAN TWO DEVICES PER GROUP. PROVIDE BARRIERS WITHIN BOXES TO
SEPARATE DEVICES WHERE DIFFERENT CIRCUITS AND DIFFERENT VOLTAGES ARE PRESENT.
12. PROVIDE LUGS AS NECESSARY FOR TERMINATING OVERSIZED CONDUCTORS OR OTHERWISE MAKE PROVISIONS FOR TERMINATING OVERSIZED CONDUCTORS IN
DEVICES WHOSE LUGS DO NOT ACCEPT THE OVERSIZED CONDUCTOR SIZE.
13. SHARED NEUTRAL CONDUCTORS ARE PROHIBITED.
14. ALL OUTAGES MUST BE SCHEDULED WITH A MINIMUM OF 21 CALENDAR DAYS IN ADVANCE. NOTIFY SOUND TRANSIT PERSONNEL (CONTRACTING OFFICER). MAKE AN
APPLICATION FOR OUTAGES TO SOUND TRANSIT HIGH VOLTAGE FACILITY DEPARTMENT WITH THE PROVIDED REQUEST FORMS AND SUBMIT FOR APPROVAL FOR THE
OUTAGES. NO OUTAGES WILL TAKE PLACE WITHOUT WRITTEN AUTHORIZATION TO SOUND TRANSIT PERSONNEL BY THE CONTRACTOR. OUTAGES CAN BE CANCELED BY
SOUND TRANSIT UP UNTIL THE SCHEDULED TIME OF THE OUTAGE. OUTAGES SHALL BE COORDINATED WITH SOUND TRANSIT PERSONNEL (CONTRACTING OFFICER) TO
MINIMIZE TOTAL OUTAGES TO THE FACILITY.
15. ADJUST WIRE SIZES TO COMPENSATE FOR VOLTAGE DROP. THE LENGTH OF A SINGLE PHASE 20A CIRCUIT (ONE-WAY) SHALL NOT EXCEED THE FOLLOWING VALUES
(BASED ON 16A LOAD):
CONDUCTOR
SIZE (AWG)
MAXIMUM 120V
CIRCUIT LENGTH
MAXIMUM 277V
CIRCUIT LENGTH
#12
#10
#8
#6
60'-0"
90'-0"
140'-0"
225'-0"
135'-0"
210'-0"
330'-0"
525'-0"
DEVICES/EQUIPMENT MOUNTING HEIGHT (AFF)MEASURED TO:
RECEPTACLES AS INDICATED ON LEGEND/PLANS
GROUND FAULT CIRCUIT INTERRUPTER
TOGGLE SWITCHES
GROUND BUS BARS
WALL DIMMERS
4'-0"
INTEGRATED COMMUNICATIONS PANELS
MANUAL MOTOR STARTERS
CENTER
GENERATOR REMOTE ALARM ANNUNCIATOR
OCCUPANCY SENSORS -WALL MOUNTED
GENERATOR TERMINAL BLOCKS
LIGHTING CONTROL PANEL
BAS TERMINAL BLOCKS
LIGHTING CONTROL STATION
GENERATOR STOP SWITCH
JUNCTION BOXES
GENERATOR TANK FUEL LEVEL INDICATORS
MONITORING/CONTROL PANEL
UPS REMOTE MONITORING PANEL
SURFACE METAL RACEWAYS
UPS BATTERY MONITORING / CONTROL PANEL
PANELBOARDS
MAIN SWITCHGEAR BATTERY CHARGER
DISCONNECT SWITCHES
RELAY CONTROL PANELS
AUTOMATIC TRANSFER SWITCHES
MANUAL TRANSFER SWITCHES
CONTROL STATIONS
TVSS (NON-INTEGRAL)
MAGNETIC MOTOR CONTROLLERS
LIGHTING CONTACTORS ENCLOSURES
INDIVIDUAL CKT BREAKERS ENCLOSURES
EMERGENCY POWER OFF SWITCHES
TIME SWITCHES
TELECOMMUNICATIONS OUTLETS
TELECOMMUNICATIONS OUTLETS -OVER COUNTER
MOUNTING HEIGHT SCHEDULE NOTES:
1. USE ABOVE INDICATED MOUNTING HEIGHTS UNLESS INDICATED OTHER WISE ON DRAWINGS OR SPECIFICATIONS.
2. COORDINATE MOUNTING HEIGHTS WITH FIELD CONDITIONS, OTHER TRADES, AND RELATED EQUIPMENT.
3. REDUCE MOUNTING HEIGHTS OF FIRE ALARM VISUAL AND AUDIO/VISUAL ALARMS WHERE REQUIRED TO MAINTAIN 6" MINIMUM SPACING FROM CEILING.
TOP
4'-0"TOP
4'-0"TOP
4'-0"TOP
6'-6"TOP
4'-0"CENTER
CENTERAS INDICATED ON LEGEND/PLANS
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
AS INDICATED ON LEGEND/PLANS
5'-0"
6'-6"
6'-6"
6'-6"
6'-6"
6'-0" (NTE)
5'-0"
6'-6"
6'-6"
6'-6"
5'-6"CENTER
CENTER
CENTER (OVER TOP OF COUNTER)
CENTER
CENTER
CENTER
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
6'-6"
1'-6"
0'-6"
4'-0"
2'-0"
6'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-6"
6'-6"
MOUNTING HEIGHT SCHEDULE
MAXIMUM 20A CIRCUIT LENGTH SCHEDULE
KEY NOTES:
E
E E E
E
E
FO
FO
FO
FO
FO
CO
CO
DET
V
DETV
DETV
DETV
PTZ
DETV
PTZ
BUS BAY 7 BUS BAY 6 BUS BAY 5
BUS BAY 2
BUS BAY 8
BUS BAY 3 BUS BAY 4
BUS BAY 1
48
48
48
48
48
CO
CB1
CB1
CB1L
CB1
CB1L
CB1
CB1
CB1
CB1
CB1
CB1
CB1L
CB1
48
48
CB1
CB 1L
CB1L
60
CB1L
CB1L CB1
CB1
CB1
CB1L
48
CB1
CB1L
CB1
60
48
60
48
CB1
CB1L
CB1
CB1
CB1
CB1
CB1
48
CB1
CB1L
CB1
CB1L
CB1
CB1
60
CB1
CB1
48
48CB1
60
48
CB1
48
CB1
CB1
CB1
CB1
60
CB1
CB1L
CB1
CB1
48
CB1
48
CB1
CB
1
L
48
48
BT120-HH-SL-10
BT120-HH-SL-05
BT120-HHLV-28
BT120-HHLV-13
BT120-HHLV-12
BT120-HH-SL-22BT120-HH-SL-21BT120-HH-SL-20BT120-HH-SL-19
BT120-HH-SL-09
BT120-HH-SL-08
BT120-HH-SL-06
BT120-HH-SL-23
BT120-HH-SL-04
BT120-HH-SL-03
BT120-EVCS-01
BT120-PB2-06-1,3,2,4
1
BT120-EPP212
1
BT120-EPP213 1
BT120-EPP214
1
BT120-EPP215
BT120-HH-SL-15
BT120-HH-SL-18
BT120-HH-SL-26
BT120-HH-SL-80
BT120-HH-SL-14
BT120-HH-SL-13
BT120-HH-SL-12
BT120-HH-SL-11
BT120-HH-SL-31
BT120-HH-SL-34
BT120-HH-SL-37
BT120-HH-SL-35
BT120-HH-SL-39
BT120-HH-SL-40
BT120-HH-SL-50
BT120-HH-SL-52
BT120-HH-SL-57
BT120-HH-SL-36
BT120-HH-SL-32
BT120-HH-SL-16
BT120-HH-SL-17
BT120-HH-SL-38
BT120-HH-SL-49
BT120-HH-SL-51
BT120-HH-SL-53
BT120-HH-SL-54
BT120-HH-SL-55
BT120-HH-SL-56
BT120-HH-SL-58
BT120-HH-SL-75
BT120-HH-SL-41
BT120-HH-SL-43
BT120-HH-SL-44
BT120-HH-SL-45
BT120-HH-SL-46
BT120-HH-SL-47
BT120-HH-SL-71
BT120-HH-SL-72
BT120-HH-SL-73
BT120-HH-SL-48
BT120-HH-SL-01
BT120-HH-SL-02
BT120-HH-SL-30
BT120-HH-SL-29
BT120-HH-SL-28
BT120-HH-SL-42
BT120-HH-SL-27
BT120-HH-SL-77
BT120-PB2-03: 23
IRRIGATION PEDESTAL
LN-1
5,7
LN-3
5,7LN-1
5,7
LN-1
5,7
LN-1
5,7LN-1
5,7
LN-1
5,7
LN-1
5,7
LN-1
5,7
LN-1
5,7
LN-1
5,7
LN-1
5,7
LN-1
5,7
LN-2
6,8
LN-1
6,8
LN-1
6,8
LN-1
6,8
LN-2
6,8
LN-2
5,7LN-2
5,7
LN-2
6,8
LN-1
10,12
LN-2
10,12
LN-2
10,12 LN-2
10,12
LN-1
10,12
LN-1
10,12
LN-2
9,11
LO
9,11
LO
9,11
LO
9,11
LN-2
10,12
LN-2
10,12
LN-2
1,3LN-1
1,3
LN-1
1,3
LN-2
1,3
LN-1
6,8
LN-2
2,4
LN-2
6,8
LN-2
2,4
LN-2
2,4
LN-2
2,4
LN-2
6,8
LN-2
2,4
LN-2
2,4
LN-2
2,4
LN-2
2,4
LN-1
6,8
LO
6,8 LO
1,3
LN-1
2,4
LN-1
1,3
LN-1
1,3
LO
1,3
LO
1,3
LO
1,3
LO
1,3
LN-2
1,3
LO
2,4
LN-1
1,3
LN-2
1,3
LN-1
1,3
122 122 122 122
122 122
122
122
122
122
122
122
122
122
122
122
122
BT120-HH-SL-07
BT120-HHLV-15
LO
1,3
LO
1,3
BT120-GEN-01
BT120-HH-SL-74
TYP
132
BT120-HH-SL-76
BT120-HH-SL-79
LN-1
1,3
BT120-N2-205
BT120-N2-209
BT120-N2-208
BT120-N2-204
BT120-N2-207
BT120-N2-211
BT120-HHLV-14
BT120-N2-210
BT120-N4-203
BT120-E4-204
BT120-HH-SL-33
BT120-N2-203
BT120-N2-212
BT120-N2-214
BT120-N2-213
140
140
140
140
142
143
BT120-HH-SL-24 BT120-HH-SL-25
J02
EXISTING VAULT
TO REMAIN (1) 4"C
BT120-HHSC-25
BT120-HHLV-27
BT120-HHLV-26
BT120-N4-201C,D
141
BT120-N4-204A,B
BT120-HHLV-29
BT120-N2-206
NEW TRANSFORMER
VAULT PER PSE
CUSTOMER DRAWING.
4"C, 2/0 SVC CABLE
INSTALLED BY
CONTRACTOR,
CONNECTIONS BY PSE.
BT120-HH-SL-82
LN-2
2,4
LN-2
1,3
BT120-HH-SL-83
147
1
313
1
1
LN-2
6,8
LN-1
10,12
1
1
BT120-HH-SL-86
BT120-HH-SL-85
LN-1
1,3
BT120-HH-SL-78
1482
149149
2
149(TYP)
PV1
PV3
PV2
(1)4"C
2
KEY NOTES:
GENERAL NOTES:
1. SEE SHEET BT120-EPS121 FOR SITE CONDUIT AND CONDUCTOR
SCHEDULE.
2. SEE SHEET BT120-EPS104 FOR SITE LIGHTING CONDUIT AND
CIRCUITING.
3. PROVIDE 5/8" X 10' COPPER GROUND ROD, #6 CU GND, AND
EXOTHERMIC WELD TO ALL METAL BENCHES, BIKE RACKS, AND
OTHER METAL OBJECTS LOCATED UNDER THE SCL POWER
LINES.
4. THE ELECTRICAL CONDUIT INFRASTRUCTURE IS COMPRISED OF
TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER
FOR SOUND TRANSIT (ST). PROVIDE LABEL WITH THE
RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN
ADDITION TO THE DISCIPLINE MARKER (ELECTRICAL) TO ALL
JUNCTION BOX LIDS.
N
rec. no. 8702250475
REC NO. 9103110844
20' PUBLIC UTILITY
EASEMENT
BT120-HHLV-08 BT120-HHSC-09
BT120-HHLV-10
BT120-HHSC-11
101 101
101
101
129
129
1
BT120-EPP242
103
104
106106
105
106
105
1
BT120-EPP231
105
BT120-DBDC-111
BT120-DBSC-111
BT120-N2-106
BT120-N2-102
(1) 4"C
BT120-DBDC-141
BT120-DBSC-131
BT120-DBDC-171
BT120-DBDC-161
BT120-DBSC-161
BT120-DBSC-151
J06
PV1
PV2
NEW TRANSFORMER VAULT
PER PSE CUSTOMER DRAWING.
4"C, 2/0 SVC CABLE INSTALLED
BY CONTRACTOR,
CONNECTIONS BY PSE.
147
KEY NOTES:
GENERAL NOTES:
1. SEE DWG BT120-ESP204, BT120-ESV201, AND
BT120-EPD104 FOR DUCT BANK PLAN, PROFILE,
AND TRENCH DETAIL.
2. SEE DWG BT120-EPS123 FOR BEB CHARGING
YARD CONDUIT AND CONDUCTOR SCHEDULE.
N
P
1.B
1.C
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.E
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.151
BT120-ELP212
1
BT120-ELP213
1
BT120-ELP214
GENERAL NOTES:
1. LT FIXTURES TO BE ATTACHED TO COLUMNS
ARE TO BE MOUNTED SO THAT THEIR LENSES
ARE 9'-0" ABOVE THE GROUND BELOW. ALIGN
AND COORDINATE WITH ARCHITECTURE FOR
PENETRATION, CONDUIT FEED AND MOUNTING
SCREWS.
N
P1.B
1.C
1.1 1.2 1.3 1.4
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-EL
P
2
1
3
LF
LF
LF
LF
LF
LF
LF
LF
LG
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LT
LG LF
LF
LF
LF
LT
BT120-PB2-04: 4
305301
A
BT120-EPD107
A
BT120-EPE212
B
BT120-EPE212
310 TYP
GENERAL NOTES:
1. LT FIXTURES TO BE ATTACHED TO COLUMNS
ARE TO BE MOUNTED SO THAT THEIR LENSES
ARE 9'-0" ABOVE THE GROUND BELOW. ALIGN
AND COORDINATE WITH ARCHITECTURE FOR
PENETRATION, CONDUIT FEED AND MOUNTING
SCREWS.
KEY NOTES:
N
1.B
1.C
1.5 1.6 1.7
1.E
LF
LF
LF
LF
LG
LF
LF
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-EL
P
2
1
2
M
A
T
C
H
L
I
N
E
:
S
E
E
D
W
G
B
T
1
2
0
-
E
L
P
2
1
4
LF
LF
LF
LF
LG
LF
LF
LT
LF
LF
LF
LF
LT
BT120-PB2-04: 2
A
BT120-EPE213
B
BT120-EPE213
310TYP
GENERAL NOTES:
1. LT FIXTURES TO BE ATTACHED TO COLUMNS
ARE TO BE MOUNTED SO THAT THEIR LENSES
ARE 9'-0" ABOVE THE GROUND BELOW. ALIGN
AND COORDINATE WITH ARCHITECTURE FOR
PENETRATION, CONDUIT FEED AND MOUNTING
SCREWS.
KEY NOTES:
N
1.E
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
MATCH LINE:
SEE DWG BT120-ELP213
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LT
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LT
BT120-PB2-04: 3
BT120-PB2-04: 1
A
BT120-EPE214
B
BT120-EPE214
310 TYP
GENERAL NOTES:
1. LT FIXTURES TO BE ATTACHED TO COLUMNS
ARE TO BE MOUNTED SO THAT THEIR LENSES
ARE 9'-0" ABOVE THE GROUND BELOW. ALIGN
AND COORDINATE WITH ARCHITECTURE FOR
PENETRATION, CONDUIT FEED AND MOUNTING
SCREWS.
KEY NOTES:
N
REC NO 8502040500: 10' ELEC
ESM TO PSE CENTERED ON
BURIED UTILS SOMEWHERE
WITHIN THE WEST 20' OF
PARCEL AS CONSTRUCTED.
UTIL LOCATIONS UNKNOWN.
REC NO. 86030200379,
OVERHEAD POWER ESMT TO
SEATTLE CITY LIGHT
AFN 3180315, OVERHEAD
POWER ESMT TO SEATTLE
CITY LIGHT, LESS THE
EASTERLY PORTION
THEREOF RELEASED BUT
REPLACED BY REC NO.
86030200379. LIES N OF
FORMER RR R/W
AFN 3364759, 162.5' WIDE
ELEC POWER TRANSMISSION
ESM , LYING SOUTH OF 7TH
St AND NORTH OF FORMER
REC NO. 7408260266
10' WATERLINE EASEMENT
REC NO. 8506060564
10' WATERLINE EASEMENT
REC NO. 20110812001718
VARYING WIDTH SLOPE &
UTILITY EASEMENT
RGRG
RG RG
RG
RG
RG
CG
CG
RG
CG
SFSFMRMR
SF
MR
SF
SF
SF
MR
MR
CS
MP
MPMP
MP
MP
MP
MPMPMP
MPMP
MP
MP
MP
WRWRWRWRWRWRWR
ND
ND
NDND
ND
ND
NDND
ND ND
CG
CG
CG
CGCG
CG
CG
CG
CG
CGCGCGCGCGCG
CGCG
CG
RG
RG
RG
RG
RG RGRG
RGRG
RG
CS CS
CSCSCSCS
CS
CSCS
CS CS
RGRG
RGRG
RG
CGCG
CG
CGCG
CGCG
CS
CS
CS CS
CGCG
CGCG
CG
CGND
NDNDND
ND
ND
CG
ND
CGCG
SFSFSF
SFSFSFSFSFSF
RG
RG
RGRG
RG
RGRGRG
MRMRMRMRMRMRMRMRMR
CS
CS
CS
CS
CS
CSCS
CS
CGCGCGCG
CGCGCGCG
CGCGCG
CG
SFSF
SFSFSFSF
SF
SF
RG
RG
RGRG
RGRG
RG
MRMR
MRMR
MRMRMR
CS CSCS CS
CS CS CS
CG CGCGCG
CG
CG
CGCG
CGCGCG
SFSFSFSFSFSFSFSFSFSFSFSF
RGRGRGRG
RGRGRG RG
MRMRMR
MRMRMR
MRMRMRMR
CS CS CS
CS CS CS
CGCG
CG
CGCG
CGCG
CGCG
CG
CG
CG
CG
CG
SFSFSFSF
SFSFSF
SFSF
RG RGRGRG RG RG
RG MRMR
MRMRMR
CSMRMR
MRMR
CS CSCS CSCS CGCG
CGCGCG
CG
CG SFSFSF
SFSFSF
RG RG RG
RG RG RGSF
MRMRMR
MRMRMR
CS CS
CS
CS
CS
CS
CS CGCGCG
SFSFSFSFSFSFSF
SFSFSFSF
SFSFSF
RG
RG
RG RGRG
MRMRMRMR
MRMR
SF
SF
SF
SFSF
SFCSCSCSCSCSCSMRCG
CGCG
CG
CG
CG
CG
CG
CG
SF
SF RG RGRGRGRGRGRGMRMRMRMR
MRMRMRMR
CS CS CS CSCSCS CG
CGCG
CG
CG
CG
CGCG
CG
SFSF
SF
SF
SFSF
SF
SF
SF
SF RGRG RGRGRGRGRGMRMRMR
MRMRMRMR
CS CS CSCS CSCS CG
CGCG
CG
CGCG
CG
SFSF
SF
SF
SFSF
SF
SF
SF
SF
MRMR
MR
MRMR
MR
MR
MRMR
MRMRMRMRMRMR
MR
MRMRMR
BUS BAY 7 BUS BAY 6 BUS BAY 5
BUS BAY 2
BUS BAY 8
BUS BAY 3 BUS BAY 4
BUS BAY 1
48
48
48
48
CB1
CB1
CB1L
CB1L
CB1
CB1
CB1
CB1
CB1
CB1
48
CB1L
48
48
CB1
48
1.B
1.C
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.E
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
1
BT120-EPP212
1
BT120-EPP213
1
BT120-EPP214
1
1
1
GENERAL NOTES:
1. BT120-2-0XX DENOTES THE ELECTRICAL
CONDUIT CALLOUT. SEE SHEET BT120-EPS122
FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE
FED FROM PANEL BT120-PB2-04. SEE PANEL
SCHEDULE ON SHEET BT120-EPS116.
3. SEE GENERAL NOTES, LEGEND, AND
ABBREVIATIONS ON SHEET BT120-EPN001.
4. SEE TELECOMM PLAN SHEETS BT120-JCP206
TO BT120-JCP209 FOR DESIGN OF CONDUITS
AND BOXES SHOWN GREYED BACK ON THIS
SHEET
5. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE.
6. THE ELECTRICAL CONDUIT INFRASTRUCTURE
IS COMPRISED OF TWO DISTINCT AND
PHYSICALLY SEPARATED SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM)
AND THE OTHER FOR SOUND TRANSIT (ST).
PROVIDE LABEL WITH THE RESPECTIVE
OWNER'S IDENTIFICATION (KCM OR ST) IN
ADDITION TO THE DISCIPLINE MARKER
(ELECTRICAL) TO ALL JUNCTION BOX LIDS.
7.SEE SHEET BT120-EPS121 FOR HANDHOLE
SCHEDULE.
8.SEE SHEET BT120-EPS104 FOR SITE LIGHTING
CONDUIT AND CIRCUITING.
N
1.B
1.C
1.1 1.2 1.3 1.4
MATCH LINE:
SEE DWG BT120-EPP213BT120-HH-SL-10
TVM
7
PYLON
5BT120-LCP-02
SYSTEM CABINET
(SEE DETAIL 3 ON
SHEET BT120-JCD208)
BT120-PB2-04
BT120-HHLV-23
BT120-HHLV-16
A
BT120-EGS101
BT120-2-001
BT120-2-002
BT120-2-003
BT120-2-004
BT120-2-005
BT120-2-010
BT120-2-009
BT120-2-006
BT120-2-007
BT120-2-008 BT120-2-011 BT120-2-012
BT120-2-013
(2)1" SPARE
CONDUITS
133TYP
A
BT120-EPE212
B
BT120-EPE212
BT120-2-018
BT120-2-019
BT120-2-020
1
GENERAL NOTES:
1. BT120-2-0XX DENOTES THE ELECTRICAL
CONDUIT CALLOUT. SEE SHEET BT120-EPS122
FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE
FED FROM PANEL BT120-PB2-04. SEE PANEL
SCHEDULE ON SHEET BT120-EPS116.
3. SEE GENERAL NOTES, LEGEND, AND
ABBREVIATIONS ON SHEET BT120-EPN001.
4. SEE TELECOMM PLAN SHEETS BT120-JCP206
TO BT120-JCP209 FOR DESIGN OF CONDUITS
AND BOXES SHOWN GREYED BACK ON THIS
SHEET
5. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE.
6. THE ELECTRICAL CONDUIT INFRASTRUCTURE
IS COMPRISED OF TWO DISTINCT AND
PHYSICALLY SEPARATED SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM)
AND THE OTHER FOR SOUND TRANSIT (ST).
PROVIDE LABEL WITH THE RESPECTIVE
OWNER'S IDENTIFICATION (KCM OR ST) IN
ADDITION TO THE DISCIPLINE MARKER
(ELECTRICAL) TO ALL JUNCTION BOX LIDS.
7.SEE SHEET BT120-EPS121 FOR HANDHOLE
SCHEDULE.
8.SEE SHEET BT120-EPS104 FOR SITE LIGHTING
CONDUIT AND CIRCUITING.
KEY NOTES:
N
1.B
1.C
1.5 1.6 1.7
1.E
MATCH LINE:
SEE DWG BT120-EPP212
M
A
T
C
H
L
I
N
E
:
S
E
E
D
W
G
B
T
1
2
0
-
E
P
P
2
1
4
BT120-HHLV-19
B
BT120-EGS101
BT120-HHLV-20
BT120-2-012
BT120-2-013
(2)1" SPARE
CONDUITS
BT120-2-018
BT120-2-019
BT120-2-020
BT120-2-014
BT120-2-021
BT120-2-015
BT120-2-016
BT120-2-017
BT120-2-022
BT120-2-023
BT120-2-024
KCM-2-006
KCM-2-005133TYP
A
BT120-EPE213
B
BT120-EPE213
1
GENERAL NOTES:
1. BT120-2-0XX DENOTES THE ELECTRICAL
CONDUIT CALLOUT. SEE SHEET BT120-EPS122
FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE
FED FROM PANEL BT120-PB2-04. SEE PANEL
SCHEDULE ON SHEET BT120-EPS116.
3. SEE GENERAL NOTES, LEGEND, AND
ABBREVIATIONS ON SHEET BT120-EPN001.
4. SEE TELECOMM PLAN SHEETS BT120-JCP206
TO BT120-JCP209 FOR DESIGN OF CONDUITS
AND BOXES SHOWN GREYED BACK ON THIS
SHEET
5. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE.
6. THE ELECTRICAL CONDUIT INFRASTRUCTURE
IS COMPRISED OF TWO DISTINCT AND
PHYSICALLY SEPARATED SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM)
AND THE OTHER FOR SOUND TRANSIT (ST).
PROVIDE LABEL WITH THE RESPECTIVE
OWNER'S IDENTIFICATION (KCM OR ST) IN
ADDITION TO THE DISCIPLINE MARKER
(ELECTRICAL) TO ALL JUNCTION BOX LIDS.
7.SEE SHEET BT120-EPS121 FOR HANDHOLE
SCHEDULE.
8.SEE SHEET BT120-EPS104 FOR SITE LIGHTING
CONDUIT AND CIRCUITING.
KEY NOTES:
N
1.E
1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15
MATCH LINE:
SEE DWG BT120-EPP213
MATCH LINE:
SE
E
D
W
G
B
T
1
2
0
-EP
P
2
1
5
KCM-PB2-03
C
BT120-EGS101
BT120-HHLV-17
BT120-HHLV-21
BT120-HHLV-22
BT120-HHLV-18
KCM-2-005
KCM-2-006
BT120-2-024
BT120-2-023
BT120-2-026
KCM-2-001
KCM-2-002
KCM-2-003 BT120-2-027
KCM-2-004
BT120-2-025
KCM-2-007 KCM-2-008
BT120-2-029
BT120-2-028
BT120-2-031
KCM-2-010
BT120-2-030
KCM-2-011
BT120-2-032
BT120-2-033
133 TYP
A
BT120-EPE214
B
BT120-EPE214
BT120-N2-208
BT120-HHLV-31
BT120-HHLV-30 BT120-HHLV-32
KCM-2-009
GENERAL NOTES:
1. BT120-2-0XX DENOTES THE ELECTRICAL
CONDUIT CALLOUT. SEE SHEET BT120-EPS122
FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE
FED FROM PANEL BT120-PB2-04. SEE PANEL
SCHEDULE ON SHEET BT120-EPS116.
3. SEE GENERAL NOTES, LEGEND, AND
ABBREVIATIONS ON SHEET BT120-EPN001.
4. SEE TELECOMM PLAN SHEETS BT120-JCP206
TO BT120-JCP209 FOR DESIGN OF CONDUITS
AND BOXES SHOWN GREYED BACK ON THIS
SHEET
5. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE.
6. THE ELECTRICAL CONDUIT INFRASTRUCTURE
IS COMPRISED OF TWO DISTINCT AND
PHYSICALLY SEPARATED SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM)
AND THE OTHER FOR SOUND TRANSIT (ST).
PROVIDE LABEL WITH THE RESPECTIVE
OWNER'S IDENTIFICATION (KCM OR ST) IN
ADDITION TO THE DISCIPLINE MARKER
(ELECTRICAL) TO ALL JUNCTION BOX LIDS.
7.SEE SHEET BT120-EPS121 FOR HANDHOLE
SCHEDULE.
8.SEE SHEET BT120-EPS104 FOR SITE LIGHTING
CONDUIT AND CIRCUITING.
KEY NOTES:
N
1.E
MATCH LINE:
SEE DWG BT120-EPP214
BT120-HH-SL-24
BT120-HH-SL-25
C
BT120-EGS101
KCM-2-009
BT120-2-033
SEE SYSTEM CABINET SHEETS
BT120-JCP206, BT120-JCP207,BT120-
JCP208 AND BT120-JCP209 FOR
COMMUNICATIONS SITE PLANS
1
GENERAL NOTES:
1. BT120-2-0XX DENOTES THE ELECTRICAL
CONDUIT CALLOUT. SEE SHEET BT120-EPS122
FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE
FED FROM PANEL BT120-PB2-04. SEE PANEL
SCHEDULE ON SHEET BT120-EPS116.
3. SEE GENERAL NOTES, LEGEND, AND
ABBREVIATIONS ON SHEET BT120-EPN001.
4. SEE TELECOMM PLAN SHEETS BT120-JCP206
TO BT120-JCP209 FOR DESIGN OF CONDUITS
AND BOXES SHOWN GREYED BACK ON THIS
SHEET
5. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE.
6. THE ELECTRICAL CONDUIT INFRASTRUCTURE
IS COMPRISED OF TWO DISTINCT AND
PHYSICALLY SEPARATED SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM)
AND THE OTHER FOR SOUND TRANSIT (ST).
PROVIDE LABEL WITH THE RESPECTIVE
OWNER'S IDENTIFICATION (KCM OR ST) IN
ADDITION TO THE DISCIPLINE MARKER
(ELECTRICAL) TO ALL JUNCTION BOX LIDS.
7.SEE SHEET BT120-EPS121 FOR HANDHOLE
SCHEDULE.
8.SEE SHEET BT120-EPS104 FOR SITE LIGHTING
CONDUIT AND CIRCUITING.
N
GENERAL NOTES:
1. BT120-2-0XX DENOTES THE ELECTRICAL
CONDUIT CALLOUT. SEE SHEET BT120-EPS122
FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE
FED FROM PANEL BT120-PB2-04. SEE PANEL
SCHEDULE ON SHEET BT120-EPS116.
3. SEE GENERAL NOTES, LEGEND, AND
ABBREVIATIONS ON SHEET BT120-EPN001.
4. SEE TELECOMM PLAN SHEETS BT120-JCP206
TO BT120-JCP209 FOR DESIGN OF CONDUITS
AND BOXES SHOWN GREYED BACK ON THIS
SHEET
5. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE.
6. THE ELECTRICAL CONDUIT INFRASTRUCTURE
IS COMPRISED OF TWO DISTINCT AND
PHYSICALLY SEPARATED SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM)
AND THE OTHER FOR SOUND TRANSIT (ST).
PROVIDE LABEL WITH THE RESPECTIVE
OWNER'S IDENTIFICATION (KCM OR ST) IN
ADDITION TO THE DISCIPLINE MARKER
(ELECTRICAL) TO ALL JUNCTION BOX LIDS.
7.SEE SHEET BT120-EPS121 FOR HANDHOLE
SCHEDULE.
8.SEE SHEET BT120-EPS104 FOR SITE LIGHTING
CONDUIT AND CIRCUITING.
BT120-LCP-02 BT120-HH-SL-10
BT120-HHLV-16
LIGHT (TYP)
BT120-VMS-02 (NIC)
BT120-VMS-01 (NIC)
BT120-2-010
BT120-2-009
BT120-2-018
BT120-2-019
BT120-2-020
BT120-PB2-04
SYSTEMS CABINET
STUB UP CONDUITS
WHERE NEEDED
1
BT120-LCP-02
LIGHT (TYP)
BT120-HHLV-23
BT120-PB2-04
SYSTEMS CABINET
BT120-2-004 BT120-2-005
BT120-2-012
BT120-2-013
1
N
GENERAL NOTES:
1. BT120-2-0XX DENOTES THE ELECTRICAL
CONDUIT CALLOUT. SEE SHEET BT120-EPS122
FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE
FED FROM PANEL BT120-PB2-04. SEE PANEL
SCHEDULE ON SHEET BT120-EPS116.
3. SEE GENERAL NOTES, LEGEND, AND
ABBREVIATIONS ON SHEET BT120-EPN001.
4. SEE TELECOMM PLAN SHEETS BT120-JCP206
TO BT120-JCP209 FOR DESIGN OF CONDUITS
AND BOXES SHOWN GREYED BACK ON THIS
SHEET
5. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE.
6. THE ELECTRICAL CONDUIT INFRASTRUCTURE
IS COMPRISED OF TWO DISTINCT AND
PHYSICALLY SEPARATED SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM)
AND THE OTHER FOR SOUND TRANSIT (ST).
PROVIDE LABEL WITH THE RESPECTIVE
OWNER'S IDENTIFICATION (KCM OR ST) IN
ADDITION TO THE DISCIPLINE MARKER
(ELECTRICAL) TO ALL JUNCTION BOX LIDS.
7.SEE SHEET BT120-EPS121 FOR HANDHOLE
SCHEDULE.
8.SEE SHEET BT120-EPS104 FOR SITE LIGHTING
CONDUIT AND CIRCUITING.
BT120-HHLV-20
LIGHTS (TYP)
SYSTEMS CABINET
KCM-2-005
BT120-2-021
BT120-2-023
BT120-2-024
KCM-2-006
KCM-2-006
BT120-2-022 BT120-2-018
BT120-2-019
BT120-2-020
BT120-VMS-05
(NIC)
BT120-VMS-06
(NIC)
1
BT120-HHLV-19
LIGHTS (TYP)
BT120-VMS-07
(NIC)
BT120-VMS-08
(NIC)
NETWORK CABINET
BT120-2-014
BT120-2-012
BT120-2-013
BT120-2-015 BT120-2-017
BT120-2-022
1
BT120-2-016
1
1
N
GENERAL NOTES:
1. BT120-2-0XX DENOTES THE ELECTRICAL
CONDUIT CALLOUT. SEE SHEET BT120-EPS122
FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE
FED FROM PANEL BT120-PB2-04. SEE PANEL
SCHEDULE ON SHEET BT120-EPS116.
3. SEE GENERAL NOTES, LEGEND, AND
ABBREVIATIONS ON SHEET BT120-EPN001.
4. SEE TELECOMM PLAN SHEETS BT120-JCP206
TO BT120-JCP209 FOR DESIGN OF CONDUITS
AND BOXES SHOWN GREYED BACK ON THIS
SHEET
5. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE.
6. THE ELECTRICAL CONDUIT INFRASTRUCTURE
IS COMPRISED OF TWO DISTINCT AND
PHYSICALLY SEPARATED SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM)
AND THE OTHER FOR SOUND TRANSIT (ST).
PROVIDE LABEL WITH THE RESPECTIVE
OWNER'S IDENTIFICATION (KCM OR ST) IN
ADDITION TO THE DISCIPLINE MARKER
(ELECTRICAL) TO ALL JUNCTION BOX LIDS.
7.SEE SHEET BT120-EPS121 FOR HANDHOLE
SCHEDULE.
8.SEE SHEET BT120-EPS104 FOR SITE LIGHTING
CONDUIT AND CIRCUITING.
BT120-HHLV-22
LIGHT (TYP)
BT120-VMS-15
(NIC)
BT120-VMS-16
(NIC)
BT120-VMS-11
(NIC)
BT120-VMS-12
(NIC)
BT120-2-033
BT120-2-030
BT120-2-028
BT120-2-029
BT120-2-025 KCM-2-007
KCM-PB2-03
BT120-HHLV-21
BT120-HHLV-31
KCM-2-010
BT120-2-031
KCM-2-009
BT120-2-033
NETWORK CABINET
KCM-2-001
KCM-2-002
1
BT120-HHLV-18
LIGHT (TYP)
BT120-VMS-13
(NIC)
BT120-VMS-14
(NIC)
BT120-VMS-09
(NIC)
BT120-VMS-10
(NIC)
KCM-PB2-03
BT120-HHLV-17
KCM-2-003
KCM-2-004 BT120-2-027
BT120-2-032 KCM-2-011
BT120-HHLV-30 BT120-HHLV-32
KCM-2-008
BT120-2-031
BT120-2-026
BT120-N2-208
KCM-2-003
1
1
N
OD
D
O
ODODODOD
OO
O
O
D
O
P
JANITOR
BT120L1203
OPERATOR
RESTROOM
BT120L1204
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1207
TELECOM
BT120L1208
ELECTRICAL
BT120L1209
STORAGE
1
BT120L1210 2.F
2.A
2.112.102.9
2.G
2.D
2.J
LM-1
LM-1E
LB
LT
LT
LTLBLD-ELD-E
LT
LD-ELD-E
LB-E
LT
LB-E
LBLB
LB
LB-E
LT
LB
LACTATION
ROOM
BT120L1202
2.8
2.72.62.5
2.42.32.22.1
2.C
SEC
STORAGE
BT120L1201
SECURITY
BLDG
BT120L1200
LB-E
LB LB
LB
LB
LM-1
LM-1E
LM-1
303 304
KCM-PB2-04: 11
BT120-PB2-03: 2
BT120-PB2-01: 11
BT120-PB2-03: 4
BT120-PB2-03: 4
BT120-PB2-03: 4
BT120-PB2-03: 4
BT120-PB2-03: 4
BT120-PB2-03: 4
BT120-PB2-03: 1BT120-PB2-03: 1
307
307
307
308 309
B
BT120-EPD107
LT
BT120-PB2-03: 4
311
312
311
311
311
311 311
LT BT120-PB2-03: 4
311
KEY NOTES:
N
SECURITY
BLDG
BT120L1200
LACTATION
ROOM
BT120L1202
JANITOR
BT120L1203
OPERATOR
RESTROOM
BT120L1204
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1207TELECOM
BT120L1208
ELECTRICAL
BT120L1209
STORAGE
1
BT120L1210
1
BT120-EPP223
2.F
2.A
2.112.102.9
2.G
2.D
2.J
SEC
STORAGE
BT120L1201
2.82.72.62.52.42.32.22.1
2.C
WP WP
BT120-PB2-01
120
119119
BT120-PB2-01: 10,12
BT120-EWH-04
BT120-PB2-01: 9
BT120-PB2-01: 8
BT120-PB2-01: 7
BT120-PB2-01: 6
BT120-PB2-01: 5
BT120-PB2-01: 4
BT120-PB2-01: 2
BT120-ACU-01
BT120-PB2-01: 1,3
BT120-ACU-07
1
BT120-EPP222
123
A
BT120-EGS102
BT120-PB2-03: 20
BT120-PB2-03: 17,19
BT120-RD-01
+42"
+42"
+42"
+42"
BT120-DISC-09
BT120-DISC-10
1
KEY NOTES:
N
2.A
2.G
2.D
2.82.72.62.5
OPERATOR
RESTROOM
BT120L1207
OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1204
JANITOR
BT120L1203
LACTATION
ROOM
BT120L1202
SEC
STORAGE
BT120L1201
BT120-ACU-26
BT120-HPMP-02
BT120-HPMP-01
BT120-ACU-16 BT120-ACU-36
BT120-HPMP-03
BT120-HPMP-04
BT120-ACU-46
BT120-HPMP-06
BT120-HPMP-07
BT120-PB2-03: 5
BT120-HTR-02
BT120-PB2-03: 6
BT120-EWH-03
BT120-ACU-56
BT120-PB2-03: 15
BT120-EWH-06
BT120-PB2-03: 11,13
BT120-HPMP-06
BT120-PB2-03: 10,12
BT120-HPMP-06
BT120-PB2-03: 7
BT120-ERU-01
BT120-PB2-03: 6
BT120-PB2-03: 8
BT120-HTR-01
BT120-PB2-03: 6BT120-PB2-03: 6BT120-PB2-03: 6
BT120-PB2-03: 6
BT120-PB2-03: 6
BT120-EWH-05
120
BT120-PB2-03: 9
BT120-PB2-03: 9
124
124124124 124
A
BT120-EGS102
BRANCH UNIT
BRANCH UNIT
W
PNEMA
3R
NEMA
3R
NEMA
3RNEMA
3R
NEMA
3RNEMA
3R
WP NEMA
3R
BT120-HPMP-05
BT120-SWBD-02: 13,15
BT120-SWBD-02: 17,19
KCM-PB2-04:12,14
BT120-SWBD-02: 21,23 BT120-PB2-05:12, 14
BT120-SWBD-02: 33,35
BT120-SWBD-02: 37,39
BT120-SWBD-02: 26, 28, 30
BT120-SWBD-02: 22, 24
BT120-EWH-01
BT120-SWBD-02:14, 16
BT120-EWH-02
BT120-SWBD-02:18, 20
BT120-PB2-03: 25
144
BT120-DISC-01 BT120-DISC-02BT120-DISC-03 BT120-DISC-04 BT120-DISC-05 BT120-DISC-06 BT120-DISC-07
BT120-DISC-08
KEY NOTES:
N
FI
X
FI
X
FIX
CRCRCR
FIXFIX
ELECTRICAL
BT120L1209
2.A
2.G
2.D
BT120-ATS-01
BT120-SWGR-01
BT120-PB2-06
BT120-PB2-03
2.52.42.32.22.1
BT120-SWBD-02
BT120-T-01
BT120-T-02
45KVA
XMFR
150KVA
XMFR
KCM-PB2-02
BT120-PB4-01
BT120-SWBD-01
BT120-UPS-01
20KW
UPS
BT120-LCP-01
CTL
BT120-PB2-02
KCM-MBP-01
KCM-UPS-1
75KVA
XMFR
KCM-T-02
8KW UPS
TELECOM
BT120L1208
BT120-ACU-05
BT120-PB2-05: 4
BT120-PB2-05: 2KCM-PB2-04: 10
KCM-PB2-04: 1
BT120-PB2-03: 18
TELECOM
BT120L1208
BT120-PB2-03: 20
BT120-ACU-02
121 (TYPICAL FOR
TELECOM ROOM)
KCM-PB2-04
BT120-PB2-05
BT120-ACU-03
123
123 BT120-ACU-04
A
BT120-EGS102
BT120-PB2-05: 1
BT120-ACP-01
+48"BT120-PB2-05: 15
BT120-BMS-01
C
BT120-EPE221
D
BT120-EPE221
A
BT120-EPE221
B
BT120-EPE221
BT120-PB2-03:16
137
138
139
L5-30R
BT120-PB2-05: 7
L5-30R
BT120-PB2-05: 9
L5-30R
BT120-PB2-05: 6
L5-30R
BT120-PB2-05: 8
L5-30R
BT120-PB2-05: 3
L5-30R
BT120-PB2-05: 5
L5-30R
KCM-PB2-04: 7
L5-30R
KCM-PB2-04: 9
L5-30R
KCM-PB2-04: 4
L5-30R
KCM-PB2-04: 5
L5-30R
KCM-PB2-04: 8
L5-30R
KCM-PB2-04: 2
L5-30R
KCM-PB2-04: 3
L5-30R
KCM-PB2-04: 6
BT120-PB2-05: 22
BT120-PB2-05: 20
+54"
+54"
+54"
BT120-CR-01A
BT120-CR-02A
BT120-CR-03A
BT120-CR-01B
BT120-CR-02B
BT120-CR-03B
BT120-CR-04A
BT120-CR-04B
L5-30R
BT120-PB2-05: 11
L5-30R
BT120-PB2-05: 13
1
KEY NOTES:
N
KEY NOTES:
2.A 2.G2.D
KCM-T-02
KCM-PB2-02 KCM-MBP-01
KCM-UPS-1
2.4 2.3 2.2 2.1
BT120-PB2-02
BT120-UPS-01
BT120-PB2-03
BT120-T-01
BT120-SWBD-02
BT120-LCP-01
2.A2.G 2.D
BT120-T-01
BT120-PB4-01
BT120-SWBD-01
BT120-ATS-01 BT120-SWGR-01
137
2.42.32.22.1
BT120-SWGR-01
BT120-PB2-06
BT120-T-02
KCM-T-02
1
3.2 3.3 3.4
LU LU LU
LU LU LU LU
LU
3.A
3.B
KCM-PB2-01: 3
3.1
GENERAL NOTES:
1. REFERENCE PANTOGRAPH INSTALLATION
MANUAL FOR CABINET INSTALLATION AND
TERMINATION OF WIRING.
N
3.2 3.3 3.4
BT120-BEB01PC-01
BT120-BEB01PC-01A
BT120-BEB01PC-02A
BT120-BEB01PC-02
BT120-BEB01PC-03A
BT120-BEB01PC-03
BT120-BEB01PC-04
BT120-BEB01PC-04A
BT120-BEB01PC-05A
BT120-BEB01PC-05
BT120-BEB01PC-06A
BT120-BEB01PC-06
BT120-BEB01PC-07A
BT120-BEB01PC-07
BT120-BEB01PC-08A
BT120-BEB01PC-08
BT120-BEB01PC-09A
BT120-BEB01PC-09
BT120-BEB01PC-10A
BT120-BEB01PC-10
BT120-BEB01PC-11A
BT120-BEB01PC-11
BT120-BEB01PC-12A
BT120-BEB01PC-12
3.1
A
BT120-EPD102
BT120-DBDC-111
BT120-DBSC-111
3.2 3.3 3.4
A
-
PANTOGRAPH KIT
(PROPOSED)
FUTURE PANTOGRAPH KIT FUTURE PANTOGRAPH KIT
3.A
3.B
105
3.1
116
TYP
TYP
A
BT120-EPD102 134 TYP
(TYP)
2' - 2"
FUTURE PANTOGRAPH KIT
10' - 5 3/8"
25' - 2 5/8"
40' - 0"
12' - 9 3/4"
27' - 6 3/4"
42' - 2 3/4"
10' - 10 3/8"
25' - 7 5/8"
40' - 4 5/8"
12' - 4 3/8"
27' - 2 3/8"
41' - 9 3/8"
135
136
TYP
TYP
BT120-DBDC-111
BT120-DBSC-111
E-STOP 145
KEY NOTES:
GENERAL NOTES:
1. ALL PANTOGRAPH DIMENSIONS TO
CENTER MOUNTING HOLE. SEE
DETAIL ON SHEET BT120-EPD108.
2. SEE DWG BT120-EPD109 FOR ACM
CONTROL BOX PENETRATION
DETAILS.
N
P
WP
,
OR
4.B
4.A
4.1 4.2 4.3 4.4 4.5
302
LF
LF
LFLFLFLFLFLFLF
LFLFLFLFLFLF LF
306
KCM-PB2-01: 1
C
BT120-EPD107
KEY NOTES:
N
(FUTURE) NEMA
3R SWGR FOR
2ND CHARGING
SERVICE
FRONT
4FT FRONT WORKING
CLEARANCE
CORE
FACILITY S
XFMR
2MVA
TRANSFORMER
FUTURE 2MVA
TRANSFORMER
FR
O
N
T
FR
O
N
T
FR
O
N
T
FR
O
N
T
SYSTEM CABINET
(SEE DETAIL 3 ON
SHEET BT120-JCD208)
(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)
(FUTURE)(FUTURE)(FUTURE)(FUTURE)
(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)
300kW CHARGER
CABINETS (TYP)
4.B
4.A
4.1 4.2 4.3 4.4 4.5
BT120-HHSC-04
BT120-HHLV-05
BT120-HHLV-07
BT120-HHSC-06BT120-HHLV-01
BT120-HHLV-02
KCM-SWBD-01
KCM-PB2-01
KCM-T-1
BT120-BEB-01A
BT120-BEB-01B
BT120-BEB-02A
BT120-BEB-02B
BT120-BEB-03A
BT120-BEB-03B
BT120-BEB-04A
BT120-BEB-04B
BT120-BEB-05A
BT120-BEB-05B
BT120-BEB-06A
BT120-BEB-06B
BT120-BEB-12B
BT120-BEB-12A
BT120-BEB-11B
BT120-BEB-11A
BT120-BEB-10B
BT120-BEB-10A
BT120-BEB-09B
BT120-BEB-09A
BT120-BEB-08B
BT120-BEB-08A
BT120-BEB-07B
BT120-BEB-07A
BT120-T-100
BT120-T-101
BT120-T-102
BT120-LCP-03
TELECOM HH
KCM-PB2-01: 2
WP
GFCI
NEMA 3R
BT120-HHSC-03
N
WP
,
OR
4.B
4.A
4.1 4.2 4.3 4.4 4.5FUTURE 300kW
CHARGER CABINETS
(TYP)
(FUTURE) NEMA
3R SWGR FOR
2ND CHARGING
SERVICE
FRONT
CORE
FACILITY S
XFMR
2MVA
TRANSFORMER
FUTURE 2MVA
TRANSFORMER
FR
O
N
T
FR
O
N
T
FR
O
N
T
FR
O
N
T
300kW CHARGER
CABINETS (TYPICAL)
SYSTEM CABINET
(SEE DETAIL 3 ON
DWG BT120-JCD201)
KCM-PB2-01: 6
(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)
(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)(FUTURE)
BT120-DB4-111&
(6)3"C SPARES
BT120-HHSC-04
BT120-HHLV-05
BT120-HHLV-07
BT120-HHSC-06
BT120-HHLV-01
BT120-HHLV-02
KCM-SWBD-01
KCM-PB2-01
KCM-T-1
BT120-LCP-03
(TYP)
111
LIGHTING CONTROL PANEL
(8)4"C FOR PSE SECONDARY
CONDUCTORS. STUB UP WITH
CAP AT FUTURE SWITCHBOARD
LOCATION
(8)4"C FOR PSE
SECONDARY
CONDUCTORS
(12)3"C SPARE
CONDUITS
126
126
127
127
128
128
BT120-SC-177
(8)4"C BETWEEN PSE
VAULTS FOR FUTURE
SECONDARY CONDUCTORS
BT120-N4-123
BT120-N4-124
BT120-N4-125
BT120-N4-126
BT120-DBDC-121
BT120-DBDC-101
BT120-DBSC-121
BT120-DBDC-151
BT120-DBSC-141
WP, GFCI
KCM-PB2-01: 1
BT120-N4-105
BT120-N4-117
BT120-N2-101
BT120-N2-104
BT120-N2-103
BT120-N4-121
BT120-N4-122
111
BT120-DB4-131
BT120-DB4-171
BT120-SC-176
BT120-SC-175
BT120-SC-174
146
BT120-SC-184
BT120-SC-185
BT120-SC-186
KEY NOTES:
GENERAL NOTES:
1. REFERENCE PANTOGRAPH INSTALLATION
MANUAL FOR CABINET INSTALLATION AND
TERMINATION OF WIRING.
N
G GGGGG G GGGGGGGGGGGGGGGGGGGGGG G GGGGG
G GGGG G GGGGGGGGGGGGGGGGGG
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
GGGGGG
1.11.21.31.4
#4 GND TO BUS BAY 2 #6 BOND TO
GROUND ROD 5/8" X 10' GROUND
ROD IN HANDHOLE
BT120-HHLV-16
FOUNDATION METAL
REINFORCEMENT, TYP.
#4 GND
#4 BOND TO
STRUCTURAL
STEEL
#4 BOND TO
STRUCTURAL
STEEL
BT120-PB2-04 PANEL
INSIDE CABINET.
GND BAR IN PANEL
#4
1.51.61.7
#4 BOND TO
STRUCTURAL
STEEL
#4 GND TO BUS BAY 3
FOUNDATION METAL
REINFORCEMENT, TYP.
#4 GND
#6 BOND TO
GROUND ROD 5/8" X 10' GROUND ROD IN
HANDHOLE BT120-HHLV-20
#4 BOND TO
STRUCTURAL
STEEL
#4 GND TO BUS BAY 1
1.81.91.101.111.121.131.141.15
#4 GND TO BUS BAY 2#6 BOND TO
GROUND ROD 5/8" X 10' GROUND
ROD IN HANDHOLE
BT120-HHLV-17
KCM-3 PANEL INSIDE CABINET
GND BAR IN PANEL
#4
#4 BOND TO
STRUCTURAL
STEEL
#4 BOND TO
STRUCTURAL
STEEL
#6 BOND TO
GROUND ROD 5/8" X 10' GROUND
ROD IN HANDHOLE
BT120-HHLV-18
FOUNDATION METAL
REINFORCEMENT, TYP.
#4 GND #4 GND
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
G
2.112.102.92.82.72.62.52.42.32.22.1
#3/0 BOND TO
STRUCTURAL
STEEL
#3/0 BOND TO
STRUCTURAL
STEEL
125
125
FOUNDATION METAL
REINFORCEMENT, TYP.
#3/0 GND
#6
#2
TGB
#3/0
BT120-SWGR-01
BT120-T-01
#6
#4
ELECTRICAL
BT120L1209
TELECOM
BT120L1208
TELECOM
BT120L1208 OPERATOR
RESTROOM
BT120L1206
OPERATOR
RESTROOM
BT120L1205 OPERATOR
RESTROOM
BT120L1204
JANITOR
BT120L1203 LACTATION
ROOM
BT120L1202
SEC
STORAGE
BT120L1201
SECURITY
BLDG
BT120L1200
BT120-T-02
TKCM-2 KCM
TELECOM
TGB
ST
TELECOM
TGB
#3/0 #3/0
WATER
SERVICE
#3/0
#8
PANEL
BT120-PB2-01
#3/0
CHAINLINK
FENCE
BURNDY FFGC
OR EQUAL
KEY NOTES:
GG
G
G
G
G
GG
GG
G
G
G
G
GG
GG
G
G
G
G
GG
3.2 3.3 3.4
3.A
3.B
3.1GG
GGG
#1/0 CU BARE COPPER GROUND
LOOP BURIED MINIMUM 30"
BELOW FINISHED GRADE.
REBAR (TYP)
G
G
G
GG
G
G
GG
#1/0 CU BARE COPPER GROUND
LOOP BURIED MINIMUM 30"
BELOW FINISHED GRADE.
REBAR (TYP)
G
#1/0 CU BARE COPPER GROUND
LOOP BURIED MINIMUM 30"
BELOW FINISHED GRADE.
REBAR (TYP)
G
G
G
G
G
2
BT120-EPD111
(TYP)
4
BT120-EPD111
(TYP)
6
BT120-EPD111
(TYP)
3
BT120-EPD112
(TYP)125
KEY NOTES:
N
G GGGGGGGGGGG
G
G
G
G
G
G
GGGGGGGGGGGGGGGGGG
G
G
G
4.B
4.A
4.1 4.2 4.3 4.4 4.5
G G G G G GG GG GGGG
GGGGGG
G
G
REBAR (TYP)#4/0 CU BARE COPPER
GROUND LOOP BURIED
MINIMUM 30" BELOW
FINISHED GRADE.
6
BT120-EPD111 (TYP)
2
BT120-EPD111
(TYP)
3
BT120-EPD112 (TYP)
3
BT120-EPD111 (TYP)4
BT120-EPD111 (TYP)
1
BT120-EPD111(TYP)
N
8" DIA. SUMP GALVANIZED PULL/LIFT IRON
(1 EACH CORNER)
2'-0" LONG GALVANIZED "C" CHANNEL
(1 EACH WALL) FOR CABLE RACKS
3
'
-
6
"
3
'
-
0
"
6
"
2
'
-
8
"
4
"
1'-6" LONG GALVANIZED "C" CHANNEL
(1 EACH WALL) FOR CABLE RACKS
1
'
-
4
"
1
'
-
0
"
8
"
1
'
-
2
"
SECTION AA END VIEW
1' - 6" 1' - 4" 1' - 4"
1
'
-
0
"
1
'
-
6
"
6
"
1
1
"
18" X 18" KNOCKOUT
(1 EACH END)
12" X 12" KNOCKOUT
(2 EACH END)
BT120-HHLV-12, BT120-HHLV-13, BT120-HHSC-25,
BT120-HHLV-26, BT120-HHLV-271
3.A 3.B
10"Wx10Dx24"H
LOW VOLTAGE PULLBOX
24"Wx18Dx24"H
DC PULLBOX
(9) 3" DC CONDUITS(3) 3" NETWORK CONDUITS
NOTE:
PROVIDE LOW VOLTAGE AND DC
PULLBOXES FOR ALL CONDUIT
RISER LOCATIONS IN GANTRY.
BT120-DBDC-111
BT120-DBSC-111
3' - 0"
E-STOP
BT120-SC-181
BT120-SC-182
BT120-SC-183
GROUT TO FULL WALL THICKNESS
AROUND CONDUITS AT KNOCKOUTS, TYP
GALVANIZED "C" CHANNEL
INSERTS, 3'-0" LONG
4 PULLING IRONS,
1 EACH CORNER
2 1/2" DIA. GROUND ROD
KNOCKOUT 2 PLACES IN FLOOR
INCOMING CONDUITS
FROM CHARGING YARD
#4/0G
COMPACTED GRAVEL,
12" DEEP MIN, 3/4" MINUS
STANCHION FOR
MOUINTING CABLE RACKS
10 CF 1" TO 1-1/2" GRAVEL,
ALL AROUND DRAIN
CABLE RACK, 3 EA
STANCHION
OUTGOING CONDUITS
TO GANTRY
GROUND ROD
SST CLAMP, TYP
HUB
NUMBER OF
CONDUITS AS
REQUIRED
ADAPTER
REQUIRED FOR
PVC CONDUITS
CONDUIT,
SIZE PER
PLANS
PROVIDE
CONTINUOUS
GROUND PATH
PER NEC
REQUIREMENTS
CLOSED
CELL
NEOPRENE
RGS CONDUIT,
6" MIN
NOTES:
RGS
CONDUIT
3/4"
PREMOLDED
JOINT FILLER
MIN 3/4"x5"x FULL WIDTH
OF ENCASEMENT
NEOPRENE BRG PAD
EXPANSION/DEFLECTIONCOUPLING
BUILDING
FOUNDATION
AND CORBEL
#4 DOWELS @ 1' -6"
ADHESIVE DOWELS
W/ 6" MIN EMBEDMENT.
MIN 2 TOP AND BOTTOM.
(4 TOTAL)CORBEL, SEE
STRUCTURAL
DRAWINGS ELEVATION
DETAIL APPLIES TO CONDUIT AT BUILDING INTERFACES.1.
2-#5 HOOPS, 2" CLEAR
3/
4
"
THE ENDS OF ALL CONDUITS REQUIRED TO BE GROUNDED
BY THE SPECIFICATIONS SHALL BE GROUNDED IN ACCORDANCE
WITH THIS DETAIL.
GROUND WIRE
EQUIPMENT
ENCLOSURE
METAL
CONDUIT
GROUNDING
BUSHING
NOTES:
1.
LOCK NUT
1
DOUBLE RACK
FRAMING CHANNEL
CONDUIT SIZE AS REQUIRED
1.5
MIN
BOTTOM OF STEEL OR
CONCRETE STRUCTURE
NOTES:
LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING
BETWEEN CONDUITS.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
AS SPECIFIED.
USE STAINLESS STEEL HARDWARE IN WET AND/OR CORROSIVE AREAS.
SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT
DISTURBING ADJACENT CONDUITS.
1.
2.
3.
4.
SEISMIC BRACE
TO ROOF OR
TOP OF FLOOR
BEAM ABOVE
UNLESS BRACED
TO WALL.
5"
MIN
5" M
IN
AS REQUIRED, NOTE 1
"T" CONDULET
FLOOR
1.
2.
3.
LE
N
G
T
H
S
H
A
L
L
N
O
T
E
X
C
E
E
D
M
A
X
I
M
U
M
VA
L
U
E
A
L
L
O
W
E
D
B
Y
N
E
C
O
R
10
'
-0"
M
A
X
I
M
U
M
FLEX CONDUIT
TO MOTOR OR
OTHER DEVICE
RIGID METAL
CONDUIT
(1" MIN SIZE)
FLOOR FLANGE AND
A MINIMUM OF 4
CONCRETE ANCHORS
SUPPORT, NOTE 3
NOTES:
INSTALLATION OF CONDUIT TO A MOTOR OR OTHER DEVICE WHERE
A FLEXIBLE CONNECTION IS REQUIRED AND NO JUNCTION BOXES OR
CONTROL DEVICES ARE REQUIRED SHALL BE MADE IN ACCORDANCE
WITH THIS DETAIL.
ALL HARDWARE SHALL BE STAINLESS STEEL.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND
ANCHORAGE AS SPECIFIED.
1' - 0" MIN
UNS
UPPORT
ED
SINGLE DEVICE BOX
WITH PLASTER RING
GROUT FILL CELL
CONTAINING BOX,
DO NOT LOCATE
IN A REINFORCED
CELL
SINGLE DEVICE BOX
WITH PLASTER RING
PLAN
SECTIONNOTES:
ALL WIRING DEVICE BOXES MOUNTED IN CONCRETE BLOCK
WALLS SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL.
PARALLEL CONDUIT NOT PERMITTED IN CELLS WITH VERTICAL
REINFORCING. DO NOT CUT OR DISPLACE VERTICAL REINFORCING
OR DOWELS.
1.
2.
PER SPECIFICATIONS
AS REQUIRED
D = 3" FOR 2" AND
LARGER CONDUITS
UNLESS OTHERWISE NOTED
D = 2" FOR 1 1/2" AND
SMALLER CONDUITS
UNLESS OTHERWISE NOTED
COPPER GROUND
CONDUCTOR, TYP
NOTES:
PROVIDE 6" MINIMUM COMPACTED
GRAVEL, 3/4" MINUS,
UNDER ALL CONCRETE ENCASED
DUCT RUNS.
1.
3" CLR,
(TYP BOT)
2" CLR,
(TYP TOP AND SIDES)
#4 STIRRUPS @18"
MAX, TYP
#4 LONGITUDINAL BARS @18" OC MAX,
LAP BOTTOM BARS 1'-6" AND LAP
OTHER BARS 1'-11" MIN, TYP
#4@18", TYP
#4@18" TOP AND BOTTOM
WITH 2'-0" LAP, TYP
4" M
I
N
5" M
IN
4" MIN 4" MIN 4" MIN
5" MIN
4" MIN D 4" MIN
4" MIN D4" MIN
5"
MIN
D
4
" MIN
FOR LARGER DUCT BANKS,
CONTINUE PATTERN OF REBAR,
CONDUIT SEPARATION AND
CONCRETE COVER.
COPPER GROUND CONDUCTOR, TYP
@ 18"
VERT LEGS
1'-0" MIN
#4
@ 18"
VERT LEGS
1'-6" MIN
#4
4" M
I
N
D
5
"
MIN
4" MIN D D 4" MIN
4"
MIN
D
4" MIN D D
HUB
NOTE 3
1.
2.
3.
ADAPTER REQUIRED
FOR PVC CONDUITS
CONDUIT, SIZE
PER PLANS
CLOSED CELL
NEOPRENE
STAINLESS STEEL
CLAMP, TYP
PROVIDE CONTINUOUS
GROUND PATH PER
NEC REQUIREMENTS
FLEXIBLE NEOPRENE SLEEVE
RGS CONDUIT,
TYP
NOTES:
DETAIL APPLIES TO CONDUIT EMBEDDED IN STRUCTURAL
CONCRETE AT BUILDING INTERFACES AND AT STRUCTURAL
EXPANSION JOINTS.
DETAIL APPLIES TO ALL EXPANSION JOINTS FOR THE
UNDERGROUND CONCRETE ENCASED CONDUITS.
PVC CONDUIT INSTALLATIONS SHALL HAVE 18 INCHES MIN
LENGTH OF RGS CONDUIT EACH SIDE OF FITTING.
PREMOLDED JOINT
FILLER AT
CONSTRUCTION JOINT
3
/
4
"
PLUG
COUPLING
CONDUIT
FINISHED
FLOOR
NOTES:
CONDUITS WHICH ARE STUBBED UP IN A CONCRETE SLAB FOR
FUTURE EXTENSION SHALL BE INSTALLED IN ACCORDANCE
WITH THIS DETAIL.
1.
WALL
BUSHING
FLOOR
2"2"
SCHEDULE 80 PVC
SPACER, SEE
NOTE
SILICON BRONZE
BOLTS, NUTS AND
WASHERS. SIZE
TO SUIT, TYP
NON-METALLIC
CONDUIT
GROUND CABLE
(SIZE AS SHOWN
ON DRAWING)
GROUND BUS,
HARD DRAWN
COPPER BAR
3/8" THICK
PLAN
ELEVATION
NOTES:
MAXIMUM SPAN BETWEEN SUPPORTS NOT TO EXCEED 24".1.
GROUND CABLE
CONNECTOR
EXOTHERMIC
WELD TO CABLE
5/8" MIN CONCRETE
ANCHOR, SEE NOTE 1
LENGTH OF SUIT
2
"
3
"
3/4"
VA
RIES
2
"
6
"
2 1/2"
4" 4" 3/4"
BEND AROUND CORNERS
AS REQUIRED
GROUND
CABLE
TO SERVICE
EQUIPMENT
GROUND CLAMP, DEVICE
LOCATION INSTALL
NEAR SERVICE ENTRANCE
TIE TOGETHER AND
EMBED IN FOUNDATION
BOTTOM OF
FOUNDATION
1/2" (#4 MIN) REBAR
TOP OF FOUNDATION
1'-0" MIN
20' LONG MIN, 2 TYP
2
"
1
3/4"
1.
2.
GROUNDING
ELECTRODECONDUCTORS, BARE
COPPERSIZE AS SHOWN ON
DRAWINGS
TOP OF GROUND ROD SHALL BE SAND BEDDED
6" MIN BELOW GRADE.
CONNECTIONS TO EXISTING GROUNDING
ELECTRODE CONDUCTORS SHALL
BE CADWELD OR EQUIVALENT.
EXOTHERMIC WELDED
CONNECTION (CADWELD OR
EQUIVALENT)
NOTES:
COPPER CLAD
GROUND ROD
PROVIDE A PVC SLEEVE AND
FILL WITH A SUITABLE PLASTIC
EXPANDABLE COMPOUND WHERE
CONDUIT PASSES THROUGH SLAB CONDUIT. FOR TYPE
REQUIRED, SEE
SPECIFICATIONS
NOTES:
ALL CONDUITS THROUGH CONCRETE FLOOR SLABS AND
EQUIPMENT PADS SHALL BE INSTALLED IN ACCORDANCE
WITH THIS DETAIL.
1.
CONDUIT
OU
T
S
I
D
E
DI
A
M
E
T
E
R
GALVANIZED STEEL
SHEET METAL
ESCUTCHEON, TYP
INSULATION AS REQUIRED
TO FILL CAVITY
OF
C
O
N
D
U
I
T
PL
U
S
1
"
,
M
I
N
NOTES:
1.CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL
SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. IF
WALL IS A FIRE WALL, FILL CAVITY WITH FIRE STOP SEALANT
AS SPECIFIED.
GALVANIZED STEEL PIPE
SLEEVE OR CORE DRILLED
HOLE IN CONCRETE WALL
OSHA/NEC
PLACARD
MANUFACTURER'S
NAMEPLATE(S)
NOTES:
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
AS SPECIFIED.
1.
EQUIPMENT PAD
MIN 4 3/4" DIA CONC
ANCHORS. SEE
NOTE
4'-0" PIGTAIL, TYP
1.
2.
SIZE OPENINGS
AS REQUIRED BY
TRANSFORMER
OR SWITCH
MANUFACTURER
GROUND
ROD, TYP
GROUND
CONDUCTOR,
TYP
GROUNDING LOOP AS
SHOWN ON PLANS,
TYP
CONDUITS AS
REQUIRED, TYP
TRANSFORMER
OR SWITCH
FOOTPRINT
PLAN
NOTES:
COORDINATE ALL FINAL PAD DIMENSIONS WITH THE ELECTRICAL
UTILITY OR MANUFACTURER'S APPROVED SHOP DRAWINGS.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND
ANCHORAGE
AS SPECIFIED.
EQUIPMENT PAD,
TYPE XXX
1'-0" MIN
1'
-
0
"
M
I
N
4'-0" MIN
1'
-
0
"
M
I
N
CONDUIT
D = 3" MIN FOR 2" AND
LARGER CONDUIT
D = 2" MIN FOR 1 1/2" AND
SMALLER CONDUIT
FINISH
GRADE
SEE TRENCH AC TOPPING
DETAIL (IF APPLICABLE)
COMPACTED EARTH
BACKFILL
COMPACTED
BEDDING AND
PIPE ZONE
MATERIAL
(2-DUCTS)
1'-2" MIN
(1-DUCT)
8" MIN
3"
M
I
N
3"
M
I
N
36
"
M
I
N
(
>
6
0
0
V
O
L
T
S
)
24
"
M
I
N
(
<
6
0
0
V
O
L
T
S
)
MIN
2"
D MIN
2"
1
2
"
WARNING TAPE
1.B1.C
11
'
-
0
"
2.2 2.1
11
'
-
0
"
BUS TRAVEL DIRECTION
1600 mm [62.99"]
150 mm [5.91"]1300 mm [51.18"]150 mm [5.91"]
900 mm [35.43"]
75 mm [2.95"]
CENTER OF SLOT IS REFERENCE
DIMENSION FOR SHEET BT120-EPP231
GENERAL NOTES:
1. REFERENCE PANTOGRAPH INSTALLATION
MANUAL FOR CABINET INSTALLATION AND
TERMINATION OF WIRING.
FRONT VIEW
BOTTOM VIEW
TOP/PLAN VIEW
LEFT SIDE VIEW
OPTION #1 (PREFERRED: ALL
CABLES INCOMING AND/OR EXITING
OPTION #2: CABLES INCOMING
AND/OR EXITING
WINDOW LOCATION AND SIZE FOR:
DC POWER CABLES
WINDOW LOCATION AND SIZE FOR:
LOW VOLTAGE CABLE AND WIRE
OPTION #1: CABLES INCOMING
AND/OR EXITING
WINDOW LOCATION AND SIZE FOR:
LOW VOLTAGE CABLE AND WIRE
91.9 mm [3.62"]406.4 mm [16.00"]
76 mm [2.99"]
254 mm [10.00"]
63.3 mm [2.49"]279.4 mm [11.00"]
561.8 mm [22.12"]
203.2 mm [8.00"]
762 mm [30.00"]
50.6 mm [1.99"]
304.8 mm [12.00"]
CL
1. REFERENCE PANTOGRAPH INSTALLATION
MANUAL PRIOR TO INSTALLATION.
NOTES:
BACK VIEWRIGHT SIDE VIEW LEFT SIDE VIEW
DC POS. CABLES IN/OUT,
UPPER LEFT OF WINDOW
79.2 mm [3.12"]
203.2 mm [8.00"]
63.3 mm [2.49"]279.4 mm [11.00"]
DC NEG. CABLES IN/OUT,
LOWER RIGHT OF WINDOW
355.6 mm [14.00"]
380.9 mm [14.99"]
203.2 mm [8.00"]
WINDOW LOCATION AND SIZE FOR:
LOW VOLTAGE CABLE AND WIRE
OPTION #2: CABLES INCOMING
AND/OR EXITING
DC POS. CABLES IN/OUT,
TOP OF WINDOW
DC NEG. CABLES IN/OUT,
BOTTOM OF WINDOW
914.4 mm [36.00"]
101.5 mm [3.99"]
241.3 mm [9.50"]
DC POS. CABLES IN/OUT,
UPPER RIGHT OF WINDOW
DC NEG. CABLES IN/OUT,
LOWER LEFT OF WINDOW
79.2 mm [3.12"]
203.2 mm [8.00"]
279.4 mm [11.00"]63.3 mm [2.49"]
CL
1. REFERENCE PANTOGRAPH INSTALLATION
MANUAL PRIOR TO INSTALLATION.
NOTES:
4' - 10 1/8"
2"2' - 10"1"
_SEE STRUCTURAL
DRAWING FOR
FOUNDATION
6"
BUS STATION PLATFORM
CABINET FOUNDATION
SEE STRUCTURAL DETAIL SHEET
1' - 0"1' - 2 1/2"
1 3/8"
CONDUIT WELL
CONDUIT TO COMM CABINETCONDUITS TO DEVICES
4' - 10 1/8"
2' - 2"
2' - 5"
6"6"
_SEE STRUCTURAL
DRAWING FOR
FOUNDATION
6"
CABINET FOUNDATION
SEE STRUCTURAL DETAIL SHEET
6"
2' - 2"
6"
1' - 0"
OPEN BOTTOM INSIDE FLANGES
PLATFORM ELECTRICAL CONDUITS
FOUNDATION CONTINUES
FOR COMM CABINET
CONDUIT TO COMM CABINET
CABINET FOUNDATION PEDESTAL TO BE 6" HEIGHT.
SEE STRUCTURAL SHEETS FOR FOUNDATION DETAIL
CANOPY LIGHTING
CABINETS
GROUND ROD
#6 AWG
GROUND ROD
#6 AWG
COMPRESSION "C" CONNECTOR
BURNDY TYPE 'GA-H'
CONNECTOR
NOTES:
1. GROUND FENCE POSTS CORNERS, ENDS,
AND POSTS EVERY 160 FEET OF FENCELINE.
2. PROVIDE GROUNDING FOR FENCE POSTS ON
EACH SIDE OF OVERHEAD POWER LINE.
BURNDY TYPE 'GA-H'
CONNECTOR (TYP)
SCL OVERHEAD
POWERLINE
42" UNDER ROADWAY
30" UNDER WALKWAY
9"
15
"
2'
-0"
CONCRETE COVER W/
RECESSED HANDHOLE.
CONNECTOR, TWO
CONDUCTORS TO GROUND ROD
VITRIFIED CLAY PIPE, 12" I.D
BARE COPPER SIZED PER PLAN
GROUND ROD
EQUIPMENT
ENCLOSURE
#2/0 INSULATED CU.
GROUND CONDUCTOR
FINISHED FLOOR SLAB
EXOTHERMIC CONNECTION
TO GROUND LOOP
4"
24"
MINIMUM
BURNDY QIKLUG TERMINAL
BOLTED TO EQUIPMENT
FINISHED GRADE
FOUNDATION
12
"
M
I
N
.
EXOTHERMIC
CONNECTION TO
GROUND GRID
PIPE RACK
SUPPORT STEEL
#4/0 BARE STRANDED
COPPER GROUND
CONDUCTOR
EXOTHERMIC
CONNECTION
G
G
G
G
G
G
1/0 BARE COPPER
GROUND
CONDUCTOR, TYP.
COMPRESSION GROUND
TYPICAL GROUND TAP
CONNECTION
CADWELD
TYPE "LA"
#4/0 BARE
COPPER CABLE
CADWELD TYPE
"TA"
#4/0 BARE COPPER
CABLE
CADWELD
TYPE "RD"
REBAR
#4/0 BARE
COPPER CABLE
M
M
DPM
DPM
NEMA 3R, 3PH, 480/277V, 3000A, 65KAIC
PSE UTILITY FEED
BT120-T-101
PSE -KCM BEB CHARGING
PAD MOUNTED
TRANSFORMER
SIZE TO BE DETERMINED
BY PSE
(8)4"C, 4#500 KCMIL CU
PSE SECONDARY
CONDUCTORS
BT120-01A
150 KW
POWER
CABINET
UTILITY
CUSTOMER
KCM-T-01
30KVA, 3PH
480V-208Y/120V
STEP DOWN
TRANSFORMER
NEMA 3R
KCM
YARD
PANEL
KCM-PB2-01
208/120V 3P4W
100A
MCB
22KAIC
UTILITY METER
N
G
3/0 CU
GEC
400/3 AF
250/3 AT
3000/3
BT120-01B
150 KW
POWER
CABINET
BT120-02A
150 KW
POWER
CABINET
BT120-02B
150 KW
POWER
CABINET
BT120-03A
150 KW
POWER
CABINET
BT120-03B
150 KW
POWER
CABINET
50/3
SPD
30/3
SPD
30/3
N
G
3/0 CU
GEC
(FUTURE)KCM SWBD-02, NEMA 3R, 3PH, 480/277V, 3000A, 65KAIC
PSE UTILITY FEED
BT120-T-102
(FUTURE)
PSE -KCM BEB CHARGING
PAD MOUNTED
TRANSFORMER
SIZE TO BE DETERMINED
BY PSEUTILITY
CUSTOMER
3000/3
FUTURE 2ND BEB CHARGING SERVICE FOR FUTURE CHARGERS
(8)4"C, FOR FUTURE
PSE SECONDARY
CONDUCTORS UTILITY METER
YARD
LIGHTING
CONTROLLER
BT120-LCP-03
116 117
114 114 114 114 114 114
KCM-SWBD-01
116 117
118118
131
BT120-N4-115
BT120-N4-116
BT120-N4-111
BT120-N4-112
BT120-N4-113
BT120-N4-114
BT120-N4-117
BT120-N2-101
400/3 AF
250/3 AT
400/3 AF
250/3 AT
400/3 AF
250/3 AT
400/3 AF
250/3 AT
400/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
HVC 300 CHARGER HVC 300 CHARGER HVC 300 CHARGER
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
600/3 AF
250/3 AT
KEY NOTES:
G
M
M M
3
4
4
5
6
6
7
8
8
9
10
11
11
11
FEEDER SCHEDULE
ID FEEDER
AMPS CONDUIT AND FEEDER FEEDING THESE DEVICES
1 20 1/2"C,3#12,#12G FACP
2 60 1"C,3#4,#4N,#10G LCP, BT120-PB2-04
3 100 1-1/4"C,3#1,#8G BT120-T-02
4 100 1-1/2"C,3#1,#1N,#8G
BT120-PB4-01, BT120-PB2-01, BT120-PB2-04, KCM-PB2-0451252"C,3#1/0,#1/0N,#6G BT120-PB2-05, BT120-PB2-06, KCM-T-02
6 175 2"C,3#2/0,#2/0N,#6G BT120-MBP-01, BT120-PB2-02
7 200 2"C,3#3/0,#3/0N,#6G BT120-PB2-03
8 200 2-1/2"C WITH PULLSTRING FUTURE BT120-SWBD-03, FUTURE BT120-ATS-02
9 250 2"C,3#250kcmil,#4G BT120-T-01
10 400 (2)2-1/2"C,3#3/0,#3/0N,#1/0G BT120-SWBD-02
11 400 (2)2-1/2"C,3#4/0,#4/0N,#2G BT120-ATS-01, BT120-SWBD-01
*
SOME FEEDERS SIZES INCREASED FOR VOLTAGE DROP MITIGATION. CONTRACTOR RESPONSIBLE TO
ENSURE WIRE
BENDING SPACE AND TERMINATIONS ARE ADEQUATE
DPM
BT120-T-02
45kVA, 3PH
480V -208Y/120V
STEP DOWN
TRANSFORMER
70/3
EV PANEL
BT120-SWGR-01, 480/277V, 3PH, 600A, 65kAIC
BT120-GEN-01
300KW/375KVA
3PH, 480/277V
STANDBY
GENERATOR
BT120-PB2-06
208V/120V
3P4W 125A
MCB
22KAIC
BT120-T-100
PSE -ST
PAD MOUNTED
TRANSFORMER
SIZE TO BE
DETERMINED BY PSEUTILITY
CUSTOMER
PSE UTILITY METER
ST SERVICE
SPD
N
G
60/3
400/3
400/3
400/3
200/3
N S
BT120-ATS-01
480/277V 3PH
400A
4-POLE
200/3
250/3
BT120-SWBD-01, 480/277V, 3PH, 400A, 65kAIC
100/3
SITE
LIGHTING &
PERMANENT
LOAD PANEL
BT120-PB4-01
480/277V 3P4W
100A
22KAIC
BT120-T-01
150kVA, 3PH
480V -208Y/120V
STEP DOWN
TRANSFORMER
400/3
BT120-SWBD-02, 208/120V, 3PH, 400A, 65kAIC
100/3
SECURITY
PANEL
BT120-PB2-01
208/120V 3P4W
100A
22KAIC
200/3 175/3
ST PANEL BT120-PB2-03
208/120V 3P4W
200A
22KAIC
175/3
BT120-MBP-01
20KW
UPS
TELE
BT120-UPS-01
208/120V 3P 4W
SCALABE UP TO 40KW
ST UPS
PANEL
BT120-PB2-02
208/120V 3P4W
200A BUS
22KAIC
200/3
BT120-SWBD-03, 480/277V, 3PH, 200A, 65kAIC
200/3
N S
BT120-ATS-02
480/277V 3PH
200A
4-POLE
BT120-SWBD-04, 480/277V, 3PH, 200A, 42kAIC
90/3 90/3
BT120-EL-1
480V 3PH
40HP
BT120-EL-2
480V 3PH
40HP
LOCATE IN FUTURE GARAGE (ONE-LINE AS SHOWN FOR LOAD PURPOSE ONLY)
3/0 CU
GEC
3/0 CU
GEC
PROVIDE SECONDARY
FEEDER SIZE, QUANTITY
AND WIRING METHOD
AS REQUIRED PER PSE
125/3
M
PSE UTILITY METER
KCM SERVICE
14
12
KCM-T-02
75kVA
480V -208Y/120V
STEP DOWN
TRANSFORMER
100/2
KCM-PB2-02
208/120V 3P4W
200A BUS
200A MCB
22KAIC
KCM PANEL
13
100/2
KCM-MBP-01
8KW
UPS
TELE
KCM-UPS-1
208/120V 2P 3W
SCALABE UP TO 16KW
KCM
PLATFOR
M PANEL
KCM-PB2-03
208/120V 2P3W
100A BUS
90A MCB
10KAIC
13
100/3
4
ST
PLATFORM
PANEL
BT120-PB2-04
208/120V 3P4W
100A BUS
100A MCB
10KAIC
12 200 2"C,3#3/0,#3/0N,#4G KCM-PB2-02
13 100 1-1/2"C,2#1,#1N,#8G KCM-PB2-03, KCM-MBP-01
PLATFORM
LIGHTING
CONTROLLER
BT120-LCP-02ELECTRICAL
ROOM
LIGHTING
CONTROLLER
BT120-LCP-01
100/3
KCM
TELECOMM
PANEL
4
KCM-PB2-04
208/120V 3P 4W
100A BUS
10KAIC
100/3
ST
TELECOMM
PANEL
4
BT120-PB2-05
208/120V 3P 4W
100A BUS
10KAIC
130
131
131
14 125 2"C, 3#1/0, #6G KCM-T-02
-/3
2" CONDUIT STUBBED TO
ROOF AND CAPPED FOR
SOLAR READINESS
600/3
MAIN BREAKER
1
KEY NOTES:
DATA CABINET
LINE TYPE LEGEND
AC POWER (SIZE AS INDICATED)
DC POWER (SIZE AS INDICATED)
DATA & CONTROL
E-STOP & INTERLOCK
SPARE CONDUIT W/ PULL STRING (SIZE AS INDICATED)
1"C, CAT 6
PRIMARY BEB
CHARGER
AC UTILITY POWER
TYPE 2, 4-C #14, #2 GND
INTERLOCK CABLE
TYPE 5, 2-PAIR #18 TSP
COMMUNICATION CABLE
TYPE GLASS FIBER, 8-FIBER OM3
DC POWER, 1500VDC, TYPE BEB (3"C, 2#250KCMIL)
3" SPARE CONDUIT
SECONDARY
BEB CHARGER
PE
C
A
B
L
E
,
#
2
G
N
D
IN
T
E
R
L
O
C
K
&
C
A
N
C
A
B
L
E
TY
P
E
5
,
3
-PA
I
R
#
1
8
T
S
P
KCM-SWBD-01
480V
AC POWER
480V, 3PH, 3"C, 3#300KCMIL, #300KCMIL G
AC POWER
480V, 3PH, 3"C, 3#300KCMIL, #300KCMIL G
BEB ACM
MODULE
AC
S
H
E
A
T
E
R
C
A
B
L
E
TY
P
E
1
,
3
-C
#
1
4
AC
S
C
P
/
P
E
C
A
B
L
E
TY
P
E
1
,
2
-C
#
1
4
AC
S
C
O
N
T
R
O
L
C
A
B
L
E
TY
P
E
1
,
8
-C
#
1
4
DC
P
O
W
E
R
,
1
5
0
0
V
D
C
PE
C
A
B
L
E
,
2
-C
#
2
G
N
D
TY
P
E
B
E
B
(
2
)
3
"
C
,
2
#
2
5
0
K
C
M
I
L
E
A
C
H
E-STOP
1"C, 4-C #18
E-STOP
BEB
PANTOGRAPH
JUNCTION BOX
DC POWER, 1500VDC, TYPE BEB (3"C, 2#250KCMIL)
IN SINGLE 2"C
IN SINGLE 3"C
MANUAL OPERATION
TYPE 2, 10-C #18
MANUAL
OPERATION
PUSH BUTTON TYPE 2, 10-C #18
BT120-HH-SL-80
GENERAL NOTES:
1.SEE ILLUMINATION SHEETS BT120-
CLS102 AND BT120-CLS103 FOR
ILLUMINATION POLE SCHEDULE.
SYMBOL LEGEND
CIRCUIT IDENTIFIER
LIGHT POLE NUMBER
LUMINAIRE TYPE
LUMINAIRE
PULLBOX
PULLBOX ID
LP01
9,11
(LN-1)
BT120-HH-SL
2"C, 4#10, 1#10G
BT120-PB4-6,8,5,7
CKT LOADS:
CKT 6,8 = 5.0KVA @ 480V, 1PH
CKT 5,7 = 5.13KVA @ 480V, 1PH
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP15
6,8
(LN-1)
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP26
6,8
(LN-2)
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP14
6,8
(LN-1)
LP13
6,8
(LN-2)
LP18
6,8
(LN-1)
LP09
5,7
(LN-1)
LP19
5,7
(LN-1)
LP08
5,7
(LN-1)
BT120-HH-SL-15 BT120-HH-SL-26
BT120-HH-SL-18
BT120-HH-SL-13
BT120-HH-SL-19
BT120-HH-SL-08
BT120-HH-SL-14
BT120-HH-SL-09
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP12
6,8
(LN-1)
LP20
5,7
(LN-1)
LP07
5,7
(LN-1)
BT120-HH-SL-12
BT120-HH-SL-20
BT120-HH-SL-07
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP11
6,8
(LN-2)
LP21
5,7
(LN-1)
LP06
5,7
(LN-1)
BT120-HH-11
BT120-HH-SL-21
BT120-HH-SL-06
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP31
6,8
(LN-2)
LP22
5,7
(LN-1)
LP05
5,7
(LN-1)
BT120-HH-SL-31
BT120-HH-SL-22
BT120-HH-SL-05
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP34
6,8
(LN-1)
LP23
5,7
(LN-1)
LP10
5,7
(LN-1)
BT120-HH-SL-34
BT120-HH-SL-23
BT120-HH-SL-10
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP37
6,8
(LO)
LP04
5,7
(LN-1)
LP24
5,7
(LN-2)
BT120-HH-SL-37
BT120-HH-SL-04
BT120-HH-SL-24
1"C , 2 #1 0, 1 #1 0 G
1"C, 2#10, 1#10G
LP03
5,7
(LN-1)
LP25
5,7
(LN-2)
BT120-HH-SL-03
BT120-HH-SL-25
1"C, 2#10, 1#10G
BT120-HH-SL-43
2"C, 6#10, 1#10G
BT120-PB4-1,3,9,11,10,12
CKT LOADS:
CKT 1,3 = 5.93KVA @ 480V, 1PH
CKT 9,11 = 1.035KVA @ 480V, 1PH
CKT 10,12 = 3.99KVA @ 480V, 1PH
2"C, 6#10, 1#10G
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP77
1,3
(LN-2)
LP44
1,3
(LN-1)
LP41
1,3
(LN-1)
BT120-HH-SL-77
BT120-HH-SL-44
BT120-HH-SL-41
BT120-HH-SL-36
2"C, 2#10, 1#10GBT120-PB4-2,4
CKT LOADS:
CKT 2,4 = 4.72KVA @ 480V, 1PH
LP36
2,4
(LN-2)
1"C, 2#10, 1#10G
LP17
2,4
(LN-2)
BT120-HH-SL-17
1"C, 2#10, 1#10G
LP57
2,4
(LN-2)
BT120-HH-SL-57
1"C, 2#10, 1#10G
LP82
2,4
(LN-2)
BT120-HH-SL-82
1"C, 2#10, 1#10G
LP50
2,4
(LN-2)
BT120-HH-SL-50
1"C, 2#10, 1#10G
LP16
2,4
(LN-2)
BT120-HH-SL-16
1"C, 2#10, 1#10G
LP40
2,4
(LN-1)
BT120-HH-SL-40
LP52
2,4
(LN-2)
BT120-HH-SL-52
1
"
C
,
2
#
1
0
,
1
#
1
0
G
1"C, 2#10, 1#10G
LP39
2,4
(LN-1)
BT120-HH-SL-39
1"C, 2#10, 1#10G
LP35
2,4
(LN-2)
BT120-HH-SL-35
LP43
1,3
(LN-2)
2"C, 6#10, 1#10G
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP76
1,3
(LO)
LP45
1,3
(LN-1)
BT120-HH-SL-76
BT120-HH-SL-45
BT120-HH-SL-58
2"C, 6#10, 1#10G
LP46
1,3
(LN-2)
BT120-HH-SL-46
1"C, 2#10, 1#10G
BT120-HH-SL-56
LP56
1,3
(LN-1)
1"C, 2#10, 1#10G
BT120-HH-SL-75
LP75
1,3
(LO)
2"C, 4#10, 1#10G
LP47
10,12
(LN-2)
BT120-HH-SL-47
1"C, 2#10, 1#10G
BT120-HH-SL-83
LP83
1,3
(LN-1)
1"C, 2#10, 1#10G
BT120-HH-SL-74
LP74
1,3
(LO)
LP79
1,3
(LO)
BT120-HH-SL-79
1"
C
,
2
#
1
0
,
1
#
1
0
G
LP48
10,12
(LN-2)
BT120-HH-SL-48
1"C, 2#10, 1#10G
BT120-HH-SL-55
LP55
1,3
(LO)
LP71
9,11
(LO)
BT120-HH-SL-71
1"
C
,
2
#
1
0
,
1
#
1
0
G
1"C, 2#10, 1#10G
LP02
10,12
(LN-1)
BT120-HH-SL-02
1"C, 2#10, 1#10G
BT120-HH-SL-54
LP54
1,3
(LO)
LP72
9,11
(LO)
BT120-HH-SL-72
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP30
10,12
(LN-1)
BT120-HH-SL-30
1"C, 2#10, 1#10G
BT120-HH-SL-53
LP53
1,3
(LN-1)
LP73
9,11
(LO)
BT120-HH-SL-73
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP29
10,12
(LN-2)
BT120-HH-SL-29
1"C, 2#10, 1#10G
BT120-HH-SL-51
LP51
1,3
(LN-1)
LP01
9,11
(LN-2)
BT120-HH-SL-01
1"C, 2#10, 1#10G
1"C, 2#10, 1#10G
LP28
10,12
(LN-2)
BT120-HH-SL-28
1"C, 2#10, 1#10G
BT120-HH-SL-49
LP49
1,3
(LO)
1"C, 2#10, 1#10G
LP42
10,12
(LN-2)
BT120-HH-SL-42
1"C, 2#10, 1#10G
LP27
10,12
(LN-1)
BT120-HH-SL-27
1"C, 2#10, 1#10G
2"C, 4#10, 1#10G
LP33
6,8
(LN-2)
BT120-HH-SL-33
LP58
1,3
(LN-1)
LP32
1,3
(LN-1)
BT120-HH-SL-32
1"
C
,
2
#
1
0
,
1
#
1
0
G
1"C, 2#10, 1#10G
BT120-HH-SL-38
LP38
1,3
(LO)1
1
1"C, 2#10, 1#10G
LP85
6,8
(LN-2)
BT120-HH-SL-85
LP86
10,12
(LN-1)
BT120-HH-SL-86
1
"
C
,
2
#
1
0
,
1
#
1
0
G
LP78
1,3
(LN-1)
BT120-HH-SL-78
1"
C
,
2
#
1
0
,
1
#
1
0
G
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
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3
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3
4
A
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BT120
0
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCN203
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
COMMUNICATIONS NOTESJMJDPPL ISSUED FOR BID12/10/2024
1.SEE COMMUNICATIONS NETWORK PLAN DWG BT120-JCP201 THROUGH
BT120-JCP205 FOR NETWORK COMMUNICATIONS WORK OUTSIDE THE
PLATFORM
2.SEE ELECTRICAL PLAN DWG BT120-EPP211 THROUGH BT120-EPP215
FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK.
3.CONDUIT INSTALLATIONS SHALL COMPLY WITH NEC OR
MANUFACTURER REQUIREMENTS, WHICHEVER IS STRICTER.
4.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING
UTILITIES PRIOR TO THE START OF THE WORK SHOWN IN THE SYSTEM
DRAWINGS.
5.COORDINATE CONDUIT ROUTING WITH STRUCTURAL FOUNDATIONS.
6.ALL CONDUIT INSTALLATIONS SHALL HAVE SPARE PULL STRINGS.
SECURE PULL STRINGS TO JUNCTION BOX LID OR STRUCTURE
7.SEE DWG BT120-GZN001 THRU BT120-GZN007 FOR GENERAL SYMBOLS
AND LEGEND.
8. THE COMMUNICATIONS CONDUIT INFRASTRUCTURE IS COMPRISED OF
TWO DISTINCT AND PHYSICALLY SEPARATE SYSTEMS: ONE
DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER FOR
SOUND TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S
IDENTIFICATION (ST OR KCM) IN ADDITION TO THE DISCIPLINE MARKER
(COMM) TO ALL JUNCTION BOX LIDS. FOR DETAILED INFORMATION
REGARDING THE SPECIFIC CONDUIT AND BOX ASSIGNMENTS, SEE
DWGS BT120-JCP206 TO BT120-JCP212.
9. IN THE EVENT OF A CONFLICT IN THE DOCUMENTS LISTED, THE ORDER
OF PRECEDENCE, WILL BE AS SET FORTH BELOW.
IN CASE OF AN AMBIGUITY OR INCONSISTENCY BETWEEN ANY OF THE
DOCUMENTS, THE HIGHER LISTED DOCUMENT SHALL TAKE
PRECEDENCE OVER THE LOWER LISTED DOCUMENT:
1) CONTRACT DRAWINGS
2) TECHNICAL SPECIFICATIONS (DIVISIONS 02-34)
3) 2018 SOUND TRANSIT STANDARD SPECIFICATIONS, AMENDMENT 8
4) WSDOT PROJECT SPECIFIC SPECIAL PROVISIONS (PSSP)
5) WSDOT GENERAL SPECIAL PROVISIONS
COMMUNICATIONS CONDUIT
STUB-UP -COMMUNICATIONS CONDUIT
SMART CARD READER (SCR) / WAYSIDE VALIDATOR
CCTV CAMERA
CANOPY VMS -KCM
CANOPY VMS -STRIDE
COMMUNICATIONS CABINET -STRIDE
COMMUNICATIONS CABINET -KCM
JUNCTION BOX WITH DECORATIVE COVER
PUSH BUTTON AUDIO (PBA)
TVM CABINET
CUSTOMER EMERGENCY STATION (CES)
CAM CAMERA
CAT6 CATEGORY 6
CC CANOPY COLUMN
CES CUSTOMER EMERGENCY STATION
EPC EMBEDDED PERSONAL COMPUTER
KCM KING COUNTY METRO
PBA PUSH BUTTON AUDIO
PIMS PASSENGER INFORMATION MANAGEMENT SYSTEM
RTIS REAL TIME INFORMATION SIGNS
SC SYSTEM CONDUIT
ST SOUND TRANSIT
COMMUNICATIONS SYMBOLS COMMUNICATIONS LABELS
ABBREVIATIONS
EQUIPMENT LABEL:
INDICATES PROJECT ID
INDICATES STATION NUMBER
INDICATES WESTBOUND OR EASTBOUND DIRECTION
INDICATES EQUIPMENT TYPE
INDICATES EQUIPMENT NUMBER
BTXXXD-DEVYYY
CONDUIT LABEL:
INDICATES PROJECT ID
INDICATES STATION NUMBER
INDICATES WESTBOUND OR EASTBOUND DIRECTION
INDICATES SYSTEM CONDUIT
INDICATES CONDUIT NUMBER
BTXXXD-SC-YYY
DESCRIPTION:SYMBOLS:
GENERAL NOTES
585
RTA/CN 0205-24
01/25/2024
1.B
1.C
1.1 1.2 1.3 1.4
A
BT120-JCX210
A
BT120-JCE210
B
BT120-JCX210
A
BT120-JCE209
C
BT120-JCX210
D
BT120-JCX210
BT120-HH-101
BT120-DC-01
BT120-HH-103
BT120-HH-102
BT120-HH-104 10
BT120-SCR-01
(NIC)
BT120-SCR-02
(NIC)
8
3
BT120-VMS-03
(NIC)7
12"C-BT120-SC-12
12"C-BT120-SC-11
1 2"C-BT120-SC-103
1 2"C-BT120-SC-106
1 2"C-BT120-SC-15 1 2"C-BT120-SC-108
13"C-BT120-SC-110
11"C-BT120-SC-111
12"C-BT120-SC-112
11"C-BT120-SC-113
11"C-BT120-SC-114
12"C-BT120-SC-115
1 3"C-BT120-SC-104
11"C-BT120-SC-109
2
10
10
310
1 2"C-BT120-SC-14
1 2"C-BT120-SC-105
12"C-BT120-SC-10
12"C-BT120-SC-13
1 2"C-BT120-SC-154
6BT120-TVM-01 (NIC)
4 BT120-CC-02 4 BT120-CC-03
9 LIGHT POLE 10
24' - 0"24' - 0"24' - 0"
4'
-
3
"
13' - 0"
1'
-
7
"
12' - 1"
12' - 0"5'
-
0
"
4'
-
0
"
12' - 0"
19' - 0"
3' - 6"
11
"
2' - 8"
5"
2' - 9"
2'
-
5
"
19' - 0"
BT120-CAM-1009
5
1.A
1 2"C-BT120-SC-220
12"C-BT120-SC-221
2'
-
7
"
BT120-PBA-01
(NIC)
CONDUIT AND WIRING SCHEDULE
CONDUIT TAG
EQUIPMENT CONDUIT
SIZE WIRE TYPE REMARK
FROM TO
BT120-SC-10 BT120-HH-03 BT120-HH-102 2" PVC 1-12SMFO ST
BT120-SC-11 BT120-HH-03 BT120-HH-102 2" PVC ST
BT120-SC-12 BT120-HH-04 BT120-HH-102 2" PVC 4-CAT6 ST
BT120-SC-13 BT120-HH-04 BT120-HH-102 2" PVC ST
BT120-SC-14 BT120-HH-103 BT120-HH-09 2" PVC 1-CAT6 ST
BT120-SC-15 BT120-HH-103 BT120-HH-09 2" PVC ST
BT120-SC-103 BT120-DC-01 BT120-HH-102 2" PVC 1-12SMFO ST
BT120-SC-104 BT120-DC-01 BT120-HH-101 3" PVC 4-CAT6 ST
BT120-SC-105 BT120-DC-01 BT120-HH-103 2" PVC 7-CAT6 ST
BT120-SC-106 BT120-HH-103 LIGHT POLE 10 2" PVC 1-CAT6 ST
BT120-SC-108 BT120-HH-103 BT120-CC-02 2" PVC 4-CAT6 ST
BT120-SC-109 BT120-HH-101 BT120-SCR-01 1" PVC ST
BT120-SC-110 BT120-HH-101 BT120-HH-104 3" PVC 5-CAT6 ST
BT120-SC-111 BT120-HH-104 BT120-TVM-01 1" PVC ST
BT120-SC-112 BT120-HH-104 BT120-HH-202 2" PVC 2-CAT6 ST
BT120-SC-113 BT120-HH-104 BT120-SCR-02 1" PVC ST
BT120-SC-114 BT120-HH-104 BT120-PBA-01 1" PVC 1-CAT6 ST
BT120-SC-115 BT120-HH-104 BT120-VMS-03 2" PVC 2-CAT6 ST
BT120-SC-154 BT120-DC-01 BT120-HH-102 2" PVC 4-CAT6 ST
BT120-SC-220 BT120-DC-01 BT120-HH-101 2" PVC ST
BT120-SC-221 BT120-HH-104 BT120-HH-101 2" PVC ST
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
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/
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7
-
0
1
1
:
5
8
:
0
5
P
M
BT120
2
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCP206
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
STRIDE BAY 1 COMMUNICATIONS PLANJMSWMC
JM SW MC
JM SW MC
12/10/2024 586ISSUED FOR BID
BAY 1
INSTALL ALL CONDUIT ABOVE FOUNDATION OF SHELTER, SEE STRUCTURAL PLAN SHEETS
BT120-SFP212 TO BT120-SFP215 FOR DETAILS. MAINTAIN A 2" MINIMUM CLEARANCE ABOVE
FOUNDATION.
INSTALL ST COMMUNICATIONS CABINET AND CABINET FOUNDATION.
SEE DETAIL ON DWG BT120-JCD208. SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS.
STUB UP CONDUIT. WAYSIDE VALIDATOR/SMART CARD READER POST INSTALLED BY
OTHERS. SEE DETAIL ON DWG BT120-JCD206.
STUB UP CONDUIT INTO THE DESIGNATED CHANNEL ON THE COLUMN, WHICH VARIES
DEPENDING ON THE CONDUIT ROUTING RELATIVE TO THE CANOPY'S LOWER OR HIGHER
SIDE. ENSURE CONDUITS STUB UP AT CORRECT LOCATION AND SIDE. SEE DWG BT120-
JCX210 TO BT120-JCX212 AND BT120-AED903 FOR MORE DETAILS. SEE BT120-JCE209 TO
BT120-JCE216 FOR VERTICAL CONTINUATION.
STUB UP CONDUIT INTO CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD207.
STUB UP CONDUIT. TVM INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-JCD206.
STUB UP CONDUIT. PYLON VMS INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-
JCD206.
STUB UP CONDUIT INTO PBA POLE. PBA INSTALLED BY OTHERS. SEE DETAIL ON DWG
BT120-JCD204.
STUB UP CONDUIT INTO LIGHT POLE FOUNDATION. SEE DWG BT120-CLP201 FOR LIGHT
POLE INSTALLATION. INSTALL CAMERAS AND ASSOCIATED CABLING, SEE DWG BT120-
JCD202 FOR INSTALL DETAILS.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04
WITH DECORATIVE LID. STUB UP CONDUIT TO JUNCTION BOX.
DIMENSION ON PLAN IS TO THE CENTERLINE OF THE BOX. BOX WILL BE
LOCATED CENTERED ON THE LID. SEE DETAIL ON DWG BT120-JCD207
FOR CONDUIT ROUTING DETAILS.
CONSTRUCTION NOTES:
1
2
3
4
5
6
7
8
9
10
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
4 0 88 16
MA
T
C
H
L
I
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E
:
SE
E
D
W
G
B
T
1
2
0
-JC
P
2
0
7
MATCHLINE:
SEE DWG BT120-JCP201
MATCHLINE:
SEE DWG BT120-JCP201
1 06/13/2025 ADDENDUM #1
2 06/27/2025 ADDENDUM #2
2
1
2
2
07/01/2025
2.D2.E
2.B1.E
1.D
1.F
1.5 1.6 1.7
1.A
1.B
1.C
A
BT120-JCE211
B
BT120-JCX212
C
BT120-JCX212
A
BT120-JCX212
BT120-HH-107
BT120-HH-108
BT120-HH-10610
BT120-DC-03
BT120-DC-02
BT120-SCR-03
(NIC)
10
BT120-SCR-04
(NIC)
3
BT120-VMS-04
(NIC)
BT120-HH-105
1 2"C-BT120-SC-133
1 1"C-BT120-SC-135
1 1"C-BT120-SC-136
1 2"C-BT120-SC-132
7
12"C-BT120-SC-131
11"C-BT120-SC-130
12
10
2
10
12"C-BT120-SC-127
11"C-BT120-SC-122
12"C-BT120-SC-121
13"C-BT120-SC-126
12"C-BT120-SC-28
12"C-BT120-SC-125
6BT120-TVM-02 (NIC)
12"C-BT120-SC-12012"C-BT120-SC-134
12"C-BT120-SC-123
12"C-BT120-SC-30
11"C-BT120-SC-129
12"C-BT120-SC-29
12"C-BT120-SC-31
3
8
4BT120-CC-05
4 BT120-CC-06
24' - 0"24' - 0"
15
'
-
0
"
15
'
-
0
"
12' - 0"
4'
-
6
"
2' - 0"
2'
-
3
"
2'
-
6
"
14' - 1"
9'
-
1
1
"
13
'
-
3
"
1'
-
7
"
8' - 8"
1'
-
9
"
A
BT120-JCE212
11"C-BT120-SC-155
BT120-HH-120 10
12"C-BT120-SC-2013' - 3"
7' - 7"
5
12"C-BT120-SC-200
1 2"C-BT120-SC-222
12"C-BT120-SC-223
BT120-PBA-02
(NIC)
5' - 11"
CONDUIT AND WIRING SCHEDULE
CONDUIT TAG
EQUIPMENT CONDUIT
SIZE WIRE TYPE REMARK
FROM TO
BT120-SC-28 BT120-HH-07 BT120-HH-106 2" PVC 2-12SMFO ST
BT120-SC-29 BT120-HH-07 BT120-HH-106 2" PVC ST
BT120-SC-30 BT120-HH-08 BT120-HH-107 2" PVC 2-12SMFO KCM
BT120-SC-31 BT120-HH-08 BT120-HH-108 2" PVC KCM
BT120-SC-120 BT120-DC-03 BT120-HH-108 2" PVC 3-CAT6 KCM
BT120-SC-121 BT120-HH-108 BT120-HH-109 2" PVC 1-12SMFO KCM
BT120-SC-122 BT120-HH-108 BT120-PBA-03 1" PVC KCM
BT120-SC-123 BT120-HH-108 BT120-HH-206 2" PVC 2-CAT6 KCM
BT120-SC-125 BT120-DC-02 BT120-HH-107 2" PVC 9-CAT6 ST
BT120-SC-126 BT120-DC-02 BT120-HH-106 3" PVC 1-12SMFO ST
BT120-SC-127 BT120-HH-106 BT120-HH-110 2" PVC 1-12SMFO ST
BT120-SC-129 BT120-DC-02 BT120-SCR-04 1" PVC 1-CAT6 ST
BT120-SC-130 BT120-HH-107 BT120-TVM-02 1" PVC 1-CAT6 ST
BT120-SC-131 BT120-HH-107 BT120-HH-207 2" PVC 4-CAT6 ST
BT120-SC-132 BT120-HH-107 BT120-HH-105 2" PVC 5-CAT6 ST
BT120-SC-133 BT120-HH-105 BT120-HH-204 2" PVC 2-CAT6 ST
BT120-SC-134 BT120-HH-105 BT120-VMS-04 2" PVC 2-CAT6 ST
BT120-SC-135 BT120-HH-105 BT120-SCR-03 1" PVC 1-CAT6 ST
BT120-SC-136 BT120-HH-105 BT120-PBA-02 1" PVC 1-CAT6 ST
BT120-SC-155 BT120-DC-03 BT120-HH-108 1" PVC 1-12SMFO KCM
BT120-SC-200 BT120-DC-03 BT120-HH-120 2" PVC 2-CAT6 KCM
BT120-SC-201 BTR120-HH-120 BT120-HH-109 2" PVC 2-CAT6 KCM
BT120-SC-222 BTR120-HH-105 BT120-HH-107 2" PVC 1-CAT6 ST
BT120-SC-223 BTR120-DC-02 BT120-HH-107 2" PVC 2-CAT6 ST
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
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0
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6
-
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6
1
:
1
0
:
1
2
P
M
As indicated
BT120
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCP207
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
STRIDE BAY 2 AND 8 COMMUNICATIONS PLANJM SW MC
JM SW MC
12/10/2024 587ISSUED FOR BID
BAY 8
BAY 2
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
INSTALL ALL CONDUIT ABOVE FOUNDATION OF SHELTER, SEE STRUCTURAL PLAN DWG
BT120-SFP212 TO BT120-SFP215 FOR DETAILS. MAINTAIN A 2" MINIMUM CLEARANCE ABOVE
FOUNDATION.
INSTALL ST COMMUNICATIONS CABINET AND CABINET FOUNDATION.
SEE DETAIL ON DWG BT120-JCD208. SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS.
STUB UP CONDUIT. WAYSIDE VALIDATOR/SMART CARD READER POST INSTALLED BY
OTHERS. SEE DETAIL ON DWG BT120-JCD206.
STUB UP CONDUIT INTO THE DESIGNATED CHANNEL ON THE COLUMN, WHICH VARIES
DEPENDING ON THE CONDUIT ROUTING RELATIVE TO THE CANOPY'S LOWER OR HIGHER
SIDE. ENSURE CONDUITS STUB UP AT CORRECT LOCATION AND SIDE. SEE DWG BT120-
JCX210 TO BT120-JCX212 AND BT120-AED903 FOR MORE DETAILS. SEE BT120-JCE209 TO
BT120-JCE216 FOR VERTICAL CONTINUATION.
STUB UP CONDUIT INTO CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD207.
STUB UP CONDUIT. TVM INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-JCD206.
STUB UP CONDUIT. PYLON VMS INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-
JCD206.
STUB UP CONDUIT INTO PBA POLE. PBA INSTALLED BY OTHERS. SEE DETAIL ON DWG
BT120-JCD204.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04
WITH DECORATIVE LID. STUB UP CONDUIT TO JUNCTION BOX.
DIMENSION ON PLAN IS TO THE CENTERLINE OF THE BOX. BOX WILL BE
LOCATED CENTERED ON THE LID. SEE DETAIL ON DWG BT120-JCD207
FOR CONDUIT ROUTING DETAILS.
INSTALL KCM COMMUNICATIONS CABINET AND CABINET FOUNDATION.
SEE DETAIL ON DWG BT120-JCD208.SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS.
CONSTRUCTION NOTES:
1
2
3
4
5
6
7
8
10
12
SCALE IN FEET
4 0 88 16
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-JC
P
2
0
6
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-JC
P
2
0
8
MATCHLINE:
SEE DWG BT120-JCP201
1
1 06/13/2025 ADDENDUM #1
1
1
06/10/2025
2.D 2.E
1.E
1.D
1.F
1.151.141.131.121.111.101.91.8
A
BT120-JCX211
B
BT120-JCX211
D
BT120-JCX211
C
BT120-JCX211
BT120-HH-10910
BT120-HH-110
10BT120-HH-111
10
BT120-DC-05
10
BT120-DC-04 12
12"C-BT120-SC-147
12"C-BT120-SC-146
12"C-BT120-SC-143
12"C-BT120-SC-141
12"C-BT120-SC-152
11"C-BT120-SC-151
12"C-BT120-SC-150
12"C-BT120-SC-139
1 2"C-BT120-SC-127
1 2"C-BT120-SC-121
1 2"C-BT120-SC-137
1 2"C-BT120-SC-138
12"C-BT120-SC-144
11"C-BT120-SC-142
12"C-BT120-SC-148
BT120-HH-112
12"C-BT120-SC-149
11"C-BT120-SC-140
12"C-BT120-SC-145
BT120-HH-113
12"C-BT120-SC-153
12"C-BT120-SC-37
12"C-BT120-SC-36
2
1011"C-BT120-SC-204
4BT120-CC-08
4BT120-CC-12
4BT120-CC-14
4BT120-CC-15
A
BT120-JCE214
24' - 0"24' - 0"24' - 0"24' - 0"
24' - 0"
24' - 0"24' - 0"
3'
-
8
"
13' - 6"
12' - 0"
3'
-
1
"
4'
-
6
"
2'
-
9
"
1'
-
5
"
1'
-
5
"
12"C-BT120-SC-156
12"C-BT120-SC-157
1 2"C-BT120-SC-201
BT120-HH-12110
1 2"C-BT120-SC-202
12"C-BT120-SC-203
4'
-
0
"
5
4BT120-CC-13
A
BT120-JCE216
A
BT120-JCE213
1
CONDUIT AND WIRING SCHEDULE
CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARKFROMTO
BT120-SC-36 BT120-HH-113 BT120-HH-11 2" PVC 1-CAT6 ST
BT120-SC-37 BT120-HH-113 BT120-HH-11 2" PVC 1-CAT6 ST
BT120-SC-121 BT120-HH-109 BT120-HH-108 2" PVC 1-12SMFO KCM
BT120-SC-127 BT120-HH-106 BT120-HH-110 2" PVC 1-12SMFO ST
BT120-SC-137 BT120-HH-109 BT120-HH-216 2" PVC 2-CAT6 KCM
BT120-SC-138 BT120-HH-109 BT120-HH-121 2" PVC 1-12SMFO KCM
BT120-SC-139 BT120-HH-111 BT120-HH-211 2" PVC 2-CAT6 KCM
BT120-SC-140 BT120-HH-111 BT120-PBA-06 1" PVC KCM
BT120-SC-141 BT120-HH-111 BT120-DC-04 2" PVC 2-CAT6 KCM
BT120-SC-142 BT120-HH-113 BT120-CES-01 1" PVC 1-CAT6 ST
BT120-SC-143 BT120-HH-111 BT120-HH-114 2" PVC KCM
BT120-SC-144 BT120-HH-110 BT120-HH-213 2" PVC 2-CAT6 ST
BT120-SC-145 BT120-HH-110 BT120-DC-05 2" PVC 5-CAT6 ST
BT120-SC-146 BT120-HH-110 LIGHT POLE 26 2" PVC 2-CAT6 ST
BT120-SC-147 BT120-HH-110 LIGHT POLE 27 2" PVC 2-CAT6 ST
BT120-SC-148 BT120-DC-05 BT120-HH-220 2" PVC 2-CAT6 ST
BT120-SC-149 BT120-DC-04 BT120-HH-112 2" PVC 4-CAT6 KCM
BT120-SC-150 BT120-HH-112 BT120-HH-209 2" PVC 4-CAT6 KCM
BT120-SC-151 BT120-HH-112 BT120-PBA-05 1" PVC KCM
BT120-SC-152 BT120-DC-05 BT120-HH-113 2" PVC 1-CAT6 ST
BT120-SC-153 BT120-DC-05 BT120-HH-113 2" PVC 1-CAT6 ST
BT120-SC-156 BT120-HH-121 BT120-DC-04 2" PVC 1-12SMFO KCM
BT120-SC-157 BT120-HH-110 BT120-DC-05 2" PVC 1-12SMFO ST
BT120-SC-201 BT-120-HH-120 BT120-HH-109 2" PVC 2-CAT6 KCM
BT120-SC-202 BT120-HH-109 BT120-HH-121 2" PVC KCM
BT120-SC-203 BT120-HH-121 BT120-DC-04 2" PVC KCM
BT120-SC-204 BT120-HH-109 BT120-PBA-04 1" PVC KCM N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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1
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A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
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6
0
:
/
/
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A
_
D
3
4
5
8
6
0
0
_
B
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_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
J
-
C
A
N
-
v
2
0
2
0
.
r
v
t
20
2
5
-
0
7
-
0
1
1
:
5
3
:
4
1
P
M
As indicated
BT120
2
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCP208
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM BAYS 3, 6, AND 7 COMMUNICATIONS PLANJM SW MC
JM SW MC
JM SW MC
12/10/2024 588ISSUED FOR BID
BAY 3
BAY 7
BAY 6
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
INSTALL ALL CONDUIT ABOVE FOUNDATION OF SHELTER, SEE STRUCTURAL PLAN DWG
BT120-SFP212 TO BT120-SFP215 FOR DETAILS. MAINTAIN A 2" MINIMUM CLEARANCE ABOVE
FOUNDATION.
INSTALL ST COMMUNICATIONS CABINET AND CABINET FOUNDATION.
SEE DETAIL ON DWG BT120-JCD208. SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS.
STUB UP CONDUIT INTO THE DESIGNATED CHANNEL ON THE COLUMN, WHICH VARIES
DEPENDING ON THE CONDUIT ROUTING RELATIVE TO THE CANOPY'S LOWER OR HIGHER
SIDE. ENSURE CONDUITS STUB UP AT CORRECT LOCATION AND SIDE. SEE DWG BT120-
JCX210 TO BT120-JCX212 AND BT120-AED903 FOR MORE DETAILS. SEE DWG BT120-JCE209
TO BT120-JCE216 FOR VERTICAL CONTINUATION.
STUB UP CONDUIT INTO CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD207.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04
WITH DECORATIVE LID. STUB UP CONDUIT TO JUNCTION BOX.
DIMENSION ON PLAN IS TO THE CENTERLINE OF THE BOX. BOX WILL BE
LOCATED CENTERED ON THE LID. SEE DETAIL ON DWG BT120-JCD207
FOR CONDUIT ROUTING DETAILS.
INSTALL KCM COMMUNICATIONS CABINET AND CABINET FOUNDATION.
SEE DETAIL ON DWG BT120-JCD208. SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS.
CONSTRUCTION NOTES:
1
2
4
5
10
12
SCALE IN FEET
4 0 88 16
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-JC
P
2
0
7
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-JC
P
2
0
9
MATCHLINE:
SEE DWG BT120-JCP202
1 06/13/2025 ADDENDUM #1
2 06/27/2025 ADDENDUM #2
2
1
2
07/01/2025
1.E
1.F
BT120-CES-0118
1 2"C-BT120-SC-146 1 2"C-BT120-SC-147
1 2"C-BT120-SC-143
1 1"C-BT120-SC-142
BT120-HH-114
1 1"C-BT120-SC-195
10
9 LIGHT POLE 259LIGHT POLE 24
10BT120-HH-115
1 2"C-BT120-SC-196
16' - 8"
10
'
-
0
"
4' - 5"15' - 6"
9"
10
'
-
0
"
59' - 8"
BT120-CAM-1159
1.D
1.171.16
BT120-CAM-116 9
BT120-CAM-114
BT120-CAM-113
9
9
A
BT120-JCE215
CONDUIT AND WIRING SCHEDULE
CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARKFROMTO
BT120-SC-142 BT120-HH-113 BT120-CES-01 1" PVC 1-CAT6 ST
BT120-SC-143 BT120-HH-111 BT120-HH-114 2" PVC KCM
BT120-SC-146 BT120-HH-110 LIGHT POLE 24 2" PVC 2-CAT6 ST
BT120-SC-147 BT120-HH-110 LIGHT POLE 25 2" PVC 2-CAT6 ST
BT120-SC-195 BT120-HH-114 BT120-PBA-08 1" PVC KCM
BT120-SC-196 BT120-HH-114 BT120-HH-115 2" PVC KCM
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
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FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
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A
_
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3
4
5
8
6
0
0
_
B
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_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
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/
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1
-
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1
2
0
-
J
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A
N
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v
2
0
2
0
.
r
v
t
20
2
5
-
0
6
-
1
2
1
2
:
4
1
:
1
3
P
M
As indicated
BT120
1
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCP209
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM RAPID RIDE COMMUNICATIONS PLAN BAY 4 AND 5JMSWMC
JM SW MC
12/10/2024 589ISSUED FOR BID
BAY 4
BAY 5BAY 6
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
INSTALL ALL CONDUIT ABOVE FOUNDATION OF SHELTER, SEE STRUCTURAL PLAN DWG
BT120-SFP212 TO BT120-SFP215 FOR DETAILS. MAINTAIN A 2" MINIMUM CLEARANCE ABOVE
FOUNDATION.
STUB UP CONDUIT INTO LIGHT POLE. SEE DWG BT120-CLP202 FOR LIGHT POLE
INSTALLATION. INSTALL CAMERAS AND ASSOCIATED CABLING, SEE DWG BT120-JCD209
FOR INSTALL DETAILS.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04
WITH DECORATIVE LID. STUB UP CONDUIT TO JUNCTION BOX.
DIMENSION ON PLAN IS TO THE CENTERLINE OF THE BOX. BOX WILL BE
LOCATED CENTERED ON THE LID. SEE DETAIL ON DWG BT120-JCD207
FOR CONDUIT ROUTING DETAILS.
STUB UP CONDUIT INTO CES. SEE DWG BT120-JCD204 FOR DEVICE DETAILS. SEE SHEET
BT120-SGY403 FOR FOUNDATION INFO. INSTALL CES WITH EMERGENCY BUTTON FACING
NORTH.
CONSTRUCTION NOTES:
1
9
10
SCALE IN FEET
4 0 88 16
18
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-JC
P
2
0
8
1 06/13/2025 ADDENDUM #1
1
1
06/10/2025
P
1.A
1.B
1.C
1.1 1.2 1.3 1.4
A
BT120-JCX210
B
BT120-JCX210
C
BT120-JCX210
D
BT120-JCX210
BT120-VMS-01
(NIC)
BT120-VMS-02
(NIC)
13 1.5"C-BT120-SC-160
13 1"C-BT120-SC-161
16
131"C-BT120-SC-163
16
14
14
131"C-BT120-SC-162
16
16
131"C-BT120-SC-164
131"C-BT120-SC-165
13 1"C-BT120-SC-166
BT120-HH-201
BT120-HH-200
BT120-HH-202
BT120-HH-203
17
17
17
17
BT120-CAM-103
BT120-CAM-101
BT120-CAM-102
BT120-CAM-104
7'
-
8
"
BT120-CC-02
BT120-CC-03
7'
-
8
"
CONDUIT AND WIRING SCHEDULE
CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK
FROM TO
BT120-SC-160 BT120-HH-200 BT120-HH-201 1.5" EMT 4-CAT6 ST
BT120-SC-161 BT120-HH-201 BT120-CAM-101 1" EMT 1-CAT6 ST
BT120-SC-162 BT120-HH-201 BT120-VMS-01 AND
BT120-VMS-02 1" EMT 2-CAT6 ST
BT120-SC-163 BT120-HH-201 BT120-CAM-102 1" EMT 1-CAT6 ST
BT120-SC-164 BT120-HH-202 BT120-HH-203 1" EMT 2-CAT6 ST
BT120-SC-165 BT120-HH-203 BT120-CAM-104 1" EMT 1-CAT6 ST
BT120-SC-166 BT120-HH-203 BT120-CAM-103 1" EMT 1-CAT6 ST
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
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FU
L
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S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
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6
0
:
/
/
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3
4
5
8
6
0
0
_
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_
R
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I
D
_
T
R
A
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S
I
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1
2
0
-
J
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C
A
N
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v
2
0
2
0
.
r
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20
2
5
-
0
6
-
1
2
1
2
:
4
2
:
0
4
P
M
As indicated
BT120
1
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCP210
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
STRIDE BAY 1 SHELTER COMMUNICATIONS RCPJMSWMC
JM SW MC
12/10/2024 590ISSUED FOR BID
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N
INSTALL ALL CONDUIT INSIDE SHELTER STRUCTURE. COORDINATE EXACT ROUTING WITH
ELECTRICAL AND LIGHTING. SECURE WITH CLAMP EVERY 10' AND WITHIN 3' OF JUNCTION
BOXES. SEE DWG BT120-JCD210 FOR CONDUIT CLAMPING AND PENETRATION DETAILS.
INSTALL CONDUIT AND CABLING FOR ST CANOPY VMS. COORDINATE WITH VMS
INSTALLER FOR BRACKET ENCLOSURE AND DISPLAY UNIT INSTALLATION. SEE DETAIL 1
ON DWG BT120-JCD205 FOR DETAILED BREAKDOWN.
INSTALL CANOPY CAMERA AND ALL ASSOCATED CABLING. SEE DETAIL ON DWG BT120-
JCD205 FOR MOUNTING DETAILS. SEE SHEET BT120-JCD211 FOR CAMERA INSTALLATION
SCHEDULE AND CONFIGURATION INFORMATION.
CONFIGURE ALL CAMERAS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON
DWG BT120-JCD211, ADHERING TO THE INDIVIDUAL SETTINGS FOR FOCAL LENGTH,
ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER
MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS.
INSTALL 5"x5" EMT CONDUIT JUNCTION BOX ATTACHED TO CANOPY STRUCTURE. SEE
DETAIL 2 ON DWG JCD-210 FOR DETAILS.
CONSTRUCTION NOTES:
13
14
16
SCALE IN FEET
4 0 88 16
17
1 06/13/2025 ADDENDUM #1
1
1
06/10/2025
2.B
1.E
1.D
1.F
1.5 1.6 1.7
1.A
1.B
1.C
B
BT120-JCX212
C
BT120-JCX212
A
BT120-JCX212
BT120-VMS-05
(NIC)BT120-VMS-06
(NIC)
BT120-VMS-08
(NIC)
BT120-VMS-07
(NIC)
16
14
14
16
131"C-BT120-SC-176
13 1"C-BT120-SC-172
13 1"C-BT120-SC-170
13 1"C-BT120-SC-174
16
16
15
15
13 1"C-BT120-SC-175
13 1"C-BT120-SC-171
131"C-BT120-SC-173
131"C-BT120-SC-177
BT120-CAM-105
BT120-CAM-107
BT120-HH-204
BT120-HH-20517
17 BT120-HH-206
BT120-CAM-106
17
BT120-HH-20717
BT120-HH-208 17
7'
-
9
"
7'
-
8
"
BT120-CAM-108
CONDUIT AND WIRING SCHEDULE
CONDUIT TAG EQUIPMENT CONDUIT
SIZE WIRE TYPE REMARK
FROM TO
BT120-SC-170 BT120-HH-204 BT120-HH-205 1" EMT 2-CAT6 ST
BT120-SC-171 BT120-HH-205 BT120-CAM-105 1" EMT 1-CAT6 ST
BT120-SC-172 BT120-HH-205 BT120-CAM-106 1" EMT 1-CAT6 ST
BT120-SC-173 BT120-HH-206 BT120-VMS-05 AND
BT120-VMS-06 1" EMT 2-CAT6 KCM
BT120-SC-174 BT120-HH-207 BT120-HH-208 1" EMT 4-CAT6 ST
BT120-SC-175 BT120-HH-208 BT120-CAM-108 1" EMT 1-CAT6 ST
BT120-SC-176 BT120-HH-208 BT120-VMS-07 AND
BT120-VMS-08 1" EMT 2-CAT6 ST
BT120-SC-177 BT120-HH-208 BT120-CAM-107 1" EMT 1-CAT6 ST
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
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A
_
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3
4
5
8
6
0
0
_
B
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S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
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T
1
2
0
-
J
-
C
A
N
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v
2
0
2
0
.
r
v
t
20
2
5
-
0
6
-
0
6
1
:
1
0
:
1
6
P
M
As indicated
BT120
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCP211
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM RAPID RIDE BAY 2 AND STRIDE BAY 8JM SW MC
JM SW MC
12/10/2024 591ISSUED FOR BID
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
4 0 88 16
INSTALL ALL CONDUIT INSIDE SHELTER STRUCTURE. COORDINATE EXACT ROUTING WITH
ELECTRICAL AND LIGHTING. SECURE WITH CLAMP EVERY 10' AND WITHIN 3' OF JUNCTION
BOXES. SEE DWG BT120-JCD210 FOR CONDUIT CLAMPING AND PENETRATION DETAILS.
INSTALL CONDUIT AND CABLING FOR ST CANOPY VMS. COORDINATE WITH VMS
INSTALLER FOR BRACKET ENCLOSURE AND DISPLAY UNIT INSTALLATION. SEE DETAIL 1
ON DWG BT120-JCD205 FOR DETAILED BREAKDOWN.
INSTALL CONDUIT AND CABLING FOR KCM CANOPY VMS. KCM DISPLAY MOUNT IS
PROCURED BY KCM AND PROVIDED TO CONTRACTOR FOR INSTALLATION. DISPLAY UNITS
ARE PROCURED AND INSTALLED BY KCM. SEE DETAIL 2 ON DWG BT120-JCD205 FOR
DETAILED BREAKDOWN.
INSTALL CANOPY CAMERA AND ALL ASSOCATED CABLING. SEE DETAIL ON SHEET BT120-
JCD205 FOR MOUNTING DETAILS. SEE DWG BT120-JCD211 FOR CAMERA INSTALLATION
SCHEDULE AND CONFIGURATION INFORMATION.
CONFIGURE ALL CAMERAS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON
DWG BT120-JCD211, ADHERING TO THE INDIVIDUAL SETTINGS FOR FOCAL LENGTH,
ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER
MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS.
INSTALL 5"x5" EMT CONDUIT JUNCTION BOX ATTACHED TO CANOPY STRUCTURE. SEE
DETAIL 2 ON DWG BT120-JCD-210 FOR DETAILS.
CONSTRUCTION NOTES:
13
14
15
16
17
CC-06
BT120-
CC-05
1
1 06/13/2025 ADDENDUM #1
1
1
06/10/2025
1.E
1.D
1.F
1.151.141.131.121.111.101.91.8
A
BT120-JCX211
B
BT120-JCX211
D
BT120-JCX211
C
BT120-JCX211
131"C-BT120-SC-183
15
BT120-VMS-16
(NIC)
16
16
BT120-VMS-09
(NIC)
BT120-VMS-10
(NIC)
BT120-VMS-11
(NIC)
BT120-VMS-12
(NIC)
15
15
15
15
15
BT120-VMS-14
(NIC)
BT120-VMS-13
(NIC)
15
15
16
13 1"C-BT120-SC-194
13 1"C-BT120-SC-186
13 1"C-BT120-SC-193
131"C-BT120-SC-185
17BT120-HH-220
131"C-BT120-SC-182
17BT120-HH-219
131.5"C-BT120-SC-180
13BT120-SC-181
131"C-BT120-SC-187
17BT120-HH-211
13 BT120-SC-189
13 BT120-SC-191
13 BT120-SC-192
BT120-CAM-111
BT120-CAM-112
BT120-CAM-109
BT120-CAM-110
BT120-HH-209
BT120-HH-210
17
17
BT120-HH-21317
16
BT120-HH-217 17
7'
-
8
"
131"C-BT120-SC-184
7'
-
8
"
BT120-HH-2183'
-
0
"
BT120-HH-215 17
BT120-VMS-15
(NIC)
15
BT120-HH-21617
BT120-HH-214 17
13BT120-SC-190
7'
-
8
"
3'
-
0
"
3'
-
0
"
BT120-CC-12
BT120-CC-14
CC-15
CONDUIT AND WIRING SCHEDULE
CONDUIT TAG
EQUIPMENT CONDUIT
SIZE WIRE TYPE REMARK
FROM TO
BT120-SC-180 BT120-HH-209 BT120-HH-210 1.5" EMT 4-CAT6 KCM
BT120-SC-181 BT120-HH-210 BT120-VMS-15 AND
BT120-VMS-16 1" EMT 2-CAT6 KCM
BT120-SC-182 BT120-HH-210 BT120-VMS-11 AND
BT120-VMS-12 1" EMT 2-CAT6 KCM
BT120-SC-183 BT120-HH-220 BT120-HH-218 1" EMT 2-CAT6 ST
BT120-SC-184 BT120-HH-218 BT120-HH-219 1" EMT 2-CAT6 ST
BT120-SC-185 BT120-HH-219 BT120-CAM-110 1" EMT 1-CAT6 ST
BT120-SC-186 BT120-HH-219 BT120-CAM-109 1" EMT 1-CAT6 ST
BT120-SC-187 BT120-HH-211 BT120-VMS-13 AND
BT120-VMS-14 1" EMT 2-CAT6 KCM
BT120-SC-189 BT120-HH-213 BT120-HH-214 1" EMT 2-CAT6 ST
BT120-SC-190 BT120-HH-214 BT120-CAM-112 1" EMT 1-CAT6 ST
BT120-SC-191 BT120-HH-214 BT120-HH-215 1" EMT 1-CAT6 ST
BT120-SC-192 BT120-HH-215 BT120-CAM-111 1" EMT 1-CAT6 ST
BT120-SC-193 BT120-HH-216 BT120-HH-217 1" EMT 2-CAT6 KCM
BT120-SC-194 BT120-HH-217 BT120-VMS-09 AND
BT120-VMS-10 1" EMT 2-CAT6 KCM
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
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FU
L
L
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C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
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3
6
0
:
/
/
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8
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0
0
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-
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2
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t
20
2
5
-
0
6
-
0
6
1
:
1
0
:
1
8
P
M
As indicated
BT120
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCP212
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM COMMUNICATIONS RCP BAYS 3, 4, 6, AND 7JM SW MC
JM SW MC
12/10/2024 592ISSUED FOR BID
A
B
D
KEY PLAN
PLATFORM
G
H
F
E
C
GEN
CORE
FACILITY
N SCALE IN FEET
4 0 88 16
INSTALL ALL CONDUIT INSIDE SHELTER STRUCTURE. COORDINATE EXACT ROUTING WITH
ELECTRICAL AND LIGHTING. SECURE WITH CLAMP EVERY 10' AND WITHIN 3' OF JUNCTION
BOXES. SEE DWG BT120-JCD210 FOR CONDUIT CLAMPING AND PENETRATION DETAILS.
INSTALL CONDUIT AND CABLING FOR KCM CANOPY VMS. KCM DISPLAY MOUNT IS
PROCURED BY KCM AND PROVIDED TO CONTRACTOR FOR INSTALLATION. DISPLAY UNITS
ARE PROCURED AND INSTALLED BY KCM. SEE DETAIL 2 ON DWG BT120-JCD205 FOR
DETAILED BREAKDOWN.
INSTALL CANOPY CAMERA AND ALL ASSOCATED CABLING. SEE DETAIL ON SHEET BT120-
JCD205 FOR MOUNTING DETAILS. SEE DWG BT120-JCD211 FOR CAMERA INSTALLATION
SCHEDULE AND CONFIGURATION INFORMATION.
CONFIGURE ALL CAMERAS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON
DWG BT120-JCD211, ADHERING TO THE INDIVIDUAL SETTINGS FOR FOCAL LENGTH,
ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER
MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS.
INSTALL 5"x5" EMT CONDUIT JUNCTION BOX ATTACHED TO CANOPY STRUCTURE. SEE
DETAIL 2 ON DWG BT120-JCD-210 FOR DETAILS.
CONSTRUCTION NOTES:
13
15
16
17
BT120-CC-08
1
1
1
1 06/13/2025 ADDENDUM #1
1
1
06/10/2025
1.11.21.31.4
1
BT120-JCD206
2
BT120-JCD206
3
BT120-JCD206
BT120-VMS-03
(NIC)
BT120-SCR-02
(NIC)
BT120-SCR-01
(NIC)
BT120-HH-103
BT120-CAM-102
BT120-CAM-101
BT120-PBA-01
(NIC)
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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I
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1
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A
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FU
L
L
S
C
A
L
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
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:
/
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r
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t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
2
9
P
M
NTS
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCE209
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
STRIDE BAY AREA 1 COMMUNICATIONS ELEVATIONJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS BT120-JCP206
ELEVATION - STRIDE BAY AREA 1 A
BT120-TVM-01
(NIC)
BT120-VMS-01 (NIC)
BT120-VMS-02 (NIC)
1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
3. FOR UNDERGROUND CONDUITS, SEE DWG
BT120-JCP206 TO BT120-JCP209. FOR CANOPY
CONDUITS, SEE BT120-JCP210 TO BT120-JCP212.
GENERAL NOTES:
BT120-CC-03
BT120-CC-02
EXTEND CONDUIT WITHIN COLUMN COVER TO
JUNCTION BOXES IN CANOPY SHOWN IN DWG
BT120-JCP210 TO BT120-JCP212.
19
SYSTEMS CONDUIT19
CONSTRUCTION NOTES:
12/02/2024
0593
RTA/CN 0205-24
1.1 1.2 1.3 1.4
BT120-DC-01 BT120-HH-102
BT120-HH-104
BT120-CAM-103
BT120-CAM-104
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
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3
4
5
8
6
0
0
_
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I
D
_
T
R
A
N
S
I
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_
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/
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1
-
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1
2
0
-
J
-
C
A
N
-
v
2
0
2
0
.
r
v
t
1/
1
0
/
2
0
2
5
1
1
:
1
9
:
5
7
A
M
NTS
BT120
0
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCE210
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
STRIDE LAYOVER COMMUNICATIONSJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS BT120-JCP206
ELEVATION - STRIDE BAY AREA LAYOVER A
1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
3. FOR UNDERGROUND CONDUITS, SEE DWG
BT120-JCP206 TO BT120-JCP209. FOR CANOPY
CONDUITS, SEE BT120-JCP210 TO BT120-JCP212.
GENERAL NOTES:
BT120-CC-03
EXTEND CONDUIT WITHIN COLUMN COVER TO
JUNCTION BOXES IN CANOPY SHOWN IN DWG
BT120-JCP210 TO BT120-JCP212.
19
SYSTEMS CONDUIT19
CONSTRUCTION NOTES:
594
RTA/CN 0205-24
01/25/2024
1.5 1.6 1.7
BT120-VMS-04
(NIC)
BT120-SCR-03
(NIC)
BT120-SCR-04
(NIC)
BT120-DC-02
BT120-HH-107
BT120-HH-106
BT120-VMS-07
(NIC)
BT120-VMS-08
(NIC)
BT120-VMS-05
(NIC)
BT120-VMS-06
(NIC)
BT120-TVM-02 (NIC)
BT120-CAM-108 BT120-CAM-107
BT120-PBA-02
(NIC)
1
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
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FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
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A
_
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3
4
5
8
6
0
0
_
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I
D
_
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R
A
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I
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_
G
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/
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1
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0
-
J
-
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A
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v
2
0
2
0
.
r
v
t
20
2
5
-
0
6
-
0
6
1
:
1
0
:
0
8
P
M
As indicated
BT120
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCE211
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
STRIDE BAY 8 COMMUNICATIONS ELEVATIONJMSWMC
JM SW MC
12/10/2024 595ISSUED FOR BID
SCALE: NTS
ELEVATION - STRIDE BAY AREA 8 A
BT120-JCP208
1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
3. FOR UNDERGROUND CONDUITS, SEE DWG
BT120-JCP206 TO BT120-JCP209. FOR CANOPY
CONDUITS, SEE BT120-JCP210 TO BT120-JCP212.
GENERAL NOTES:
BT120-CC-06
EXTEND CONDUIT WITHIN COLUMN COVER TO
JUNCTION BOXES IN CANOPY SHOWN IN DWG
BT120-JCP210 TO BT120-JCP212.
19
SYSTEMS CONDUIT19
SYSTEMS CONDUIT19
CONSTRUCTION NOTES:
1 06/13/2025 ADDENDUM #1
1
06/10/2025
1.51.61.7
BT120-HH-105
BT120-DC-03
BT120-HH-108
BT120-VMS-06
(NIC)
BT120-VMS-05
(NIC)
BT120-CAM-105
BT120-CAM-106
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
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W
A
_
D
3
4
5
8
6
0
0
_
B
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_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
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1
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1
2
0
-
J
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C
A
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v
2
0
2
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.
r
v
t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
3
1
P
M
NTS
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCE212
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM BAY 2 COMMUNICATIONS ELEVATIONJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS
ELEVATION - KCM BAY 2 A
BT120-JCP208
1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
3. FOR UNDERGROUND CONDUITS, SEE DWG
BT120-JCP206 TO BT120-JCP209. FOR CANOPY
CONDUITS, SEE BT120-JCP210 TO BT120-JCP212.
GENERAL NOTES:
BT120-CC-07
BT120-CC-05
EXTEND CONDUIT WITHIN COLUMN COVER TO
JUNCTION BOXES IN CANOPY SHOWN IN DWG
BT120-JCP210 TO BT120-JCP212.
19
SYSTEMS CONDUIT19 SYSTEMS CONDUIT19
CONSTRUCTION NOTES:
12/02/2024
0596
RTA/CN 0205-24
1.111.101.91.8
BT120-HH-109
BT120-VMS-10
(NIC)
BT120-VMS-09
(NIC)
BT120-CAM-111
1.111.101.91.8
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
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8
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0
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2
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.
r
v
t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
3
1
P
M
As indicated
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCE213
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM BAY 7 COMMUNICATIONS ELEVATIONJM JD PPL ISSUED FOR BID12/10/2024
1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
3. FOR UNDERGROUND CONDUITS, SEE DWG
BT120-JCP206 TO BT120-JCP209. FOR CANOPY
CONDUITS, SEE BT120-JCP210 TO BT120-JCP212.
GENERAL NOTES:
BT120-CC-08
EXTEND CONDUIT WITHIN COLUMN COVER TO
JUNCTION BOXES IN CANOPY SHOWN IN DWG
BT120-JCP210 TO BT120-JCP212.
19
SYSTEMS CONDUIT19
CONSTRUCTION NOTES:
SCALE: NTS
ELEVATION - KC METRO SHELTER BAY 7 A
12/02/2024
0597
RTA/CN 0205-24
1.151.141.131.12
BT120-HH-110
BT120-VMS-13
(NIC)
BT120-VMS-14
(NIC)
BT120-CAM-112
1.151.141.131.12
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
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A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
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W
A
_
D
3
4
5
8
6
0
0
_
B
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I
D
_
T
R
A
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S
I
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_
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E
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/
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1
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B
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1
2
0
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A
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v
2
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2
0
.
r
v
t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
3
2
P
M
NTS
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCE214
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM BAY 6 COMMUNICATIONS ELEVATIONJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS
ELEVATION - KC METRO SHELTER - BAY 6 A
BT120-JCP208
1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
3. FOR UNDERGROUND CONDUITS, SEE DWG
BT120-JCP206 TO BT120-JCP209. FOR CANOPY
CONDUITS, SEE BT120-JCP210 TO BT120-JCP212.
GENERAL NOTES:
BT120-CC-15BT120-CC-14BT120-CC-12
EXTEND CONDUIT WITHIN COLUMN COVER
TO JUNCTION BOXES IN CANOPY SHOWN IN
DWG BT120-JCP210 TO BT120-JCP212.
19
SYSTEMS CONDUIT19
SYSTEMS CONDUIT19
CONSTRUCTION NOTES:
12/02/2024
0598
RTA/CN 0205-24
1.16 1.171.171.16 1.171.16
BT120-HH-110
BT120-DC-05
BT120-CES-01
BT120-CAM-113
BT120-CAM-114
BT120-CAM-116
BT120-CAM-115
BT120-HH-115
BT120-HH-114
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
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W
A
_
D
3
4
5
8
6
0
0
_
B
U
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_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
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/
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1
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1
2
0
-
J
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C
A
N
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v
2
0
2
0
.
r
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1/
1
0
/
2
0
2
5
1
1
:
1
9
:
5
9
A
M
1/8" = 1'-0"
BT120
0
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCE215
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM BAYS 4 AND 5 COMMUNICATIONS ELEVATIONJM JD PPL ISSUED FOR BID12/10/2024
BAY 4 BAY 5
1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
GENERAL NOTES:
SCALE: NTS
ELEVATION - KC METRO BAY 4 AND 5 A
BT120-JCP209
599
RTA/CN 0205-24
01/25/2024
1.15 1.14 1.13 1.12 1.11 1.10 1.9 1.81.15 1.14 1.13 1.12 1.11 1.10 1.9 1.8
BT120-VMS-16
(NIC)
BT120-VMS-15
(NIC)
BT120-VMS-11
(NIC)
BT120-VMS-12
(NIC)
BT120-CAM-110
BT120-CAM-109
1
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
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20
2
5
-
0
6
-
0
6
1
:
1
0
:
0
8
P
M
1/8" = 1'-0"
BT120
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCE216
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM BAY 3 COMMUNICATIONS ELEVATIONJM SW MC
JM SW MC
12/10/2024 600ISSUED FOR BID
1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
GENERAL NOTES:
BT120-CC-15
BT120-CC-14
BT120-CC-13
SCALE: NTS
KCM BAY 3 COMMUNICATIONS ELEVATION A
BT120-JCP208
1 06/13/2025 ADDENDUM #1
1
06/10/2025
BT120-SCR-01
(NIC)
BT120-CAM-103
BT120-CAM-101
9'
-
0
"
BT120-VMS-02
(NIC)
BT120-VMS-01
(NIC)
BT120-CAM-104
BT120-CAM-102
BT120-SCR-02
(NIC)
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
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:
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2
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2
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1/
1
0
/
2
0
2
5
1
1
:
2
0
:
0
4
A
M
1/4" = 1'-0"
BT120
0
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCX210
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
COMMUNICATION STRIDE BAY 1 SECTIONSJM JD PPL ISSUED FOR BID12/10/2024
SCALE: 1/4" = 1'-0"BT120-JCP206
COMMUNICATIONS SECTION STRIDE BAY 1 CCTV A SCALE: 1/4" = 1'-0"BT120-JCP206
COMMUNICATIONS SECTION STRIDE BAY 1 VMS B
BT120-TVM-01 (NIC)
SCALE: 1/4" = 1'-0"BT120-JCP206
COMMUNICATIONS SECTION STRIDE BAY 1 TVM C
SCALE: 1/4" = 1'-0"BT120-JCP206
COMMUNICATIONS SECTION STRIDE BAY 1 D
BT120-CC-03
1. SEE ELECTRICAL PLAN DWG BT120-EPP213 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
3. FOR UNDERGROUND CONDUITS, SEE DWG
BT120-JCP206 TO BT120-JCP209. FOR CANOPY
CONDUITS & DEVICES, SEE BT120-JCP210 TO
BT120-JCP212.
4. REFER TO DWG BT120-JCD205 FOR CANOPY
VMS/RTIS DETAIL.
5. REFER TO DWG BT120-JCD206 FOR SMART
CARD READER DETAIL.
6. REFER TO DWG BT120-JCD204 FOR PBA
DETAIL.
GENERAL NOTES:
601
RTA/CN 0205-24
01/25/2024
9'
-
0
"
3' - 0"
BT120-VMS-12
(NIC)
BT120-CAM-110
BT120-VMS-11
(NIC)
9'
-
0
"
3' - 0"
BT120-VMS-10
(NIC)
BT120-VMS-09
(NIC)
9'
-
0
"
8'
-
0
"
3' - 0"
3' - 0"
BT120-VMS-15
(NIC)
BT120-VMS-16
(NIC)
BT120-VMS-13
(NIC)
BT120-VMS-14
(NIC)
3'
-
4
"
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
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A
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2
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r
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20
2
5
-
0
6
-
0
6
1
:
1
0
:
1
8
P
M
1/4" = 1'-0"
BT120
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCX211
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM COMMUNICATIONS SECTIONSJM SW MC
JM SW MC
12/10/2024 602ISSUED FOR BID
SCALE: 1/4" = 1'-0"BT120-JCE213
COMMUNICATIONS SECTION KCM VMS B SCALE: 1/4" = 1'-0"BT120-JCP208
COMMUNICATIONS SECTION KCM SHELTER A
SCALE: 1/4" = 1'-0"BT120-JCP208
COMMUNICATIONS SECTION KCM BAY 6 D
SCALE: 1/4" = 1'-0"BT120-JCP208
COMMUNICATIONS SECTION KCM & PBA SECTION C
FUTURE KCM PBA. CAP CONDUIT
1. SEE ELECTRICAL PLAN DWG BT120-EPP213 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
3. FOR UNDERGROUND CONDUITS, SEE DWG
BT120-JCP206 TO BT120-JCP209. FOR CANOPY
CONDUITS & DEVICES, SEE BT120-JCP210 TO
BT120-JCP212.
4. REFER TO DWG BT120-JCD205 FOR CANOPY
VMS/RTIS DETAIL.
GENERAL NOTES:
1
1
1
1
1 06/13/2025 ADDENDUM #1
1
06/10/2025
8'
-
1
"
9'
-
0
"
BT120-VMS-05
(NIC)
BT120-VMS-06
(NIC)
BT120-TVM-02 (NIC)
BT120-VMS-08
(NIC)
BT120-VMS-07
(NIC)
BT120-CAM-106
BT120-SCR-03
(NIC)
BT120-CAM-105 BT120-CAM-108
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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I
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1
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A
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FU
L
L
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C
A
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
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1
-
B
T
1
2
0
-
J
-
C
A
N
-
v
2
0
2
0
.
r
v
t
20
2
5
-
0
6
-
0
6
1
:
1
0
:
1
8
P
M
1/4" = 1'-0"
BT120
S1-BT120-J-CAN-v2020
RTA/CN 0205-24
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
S.WHITE
M.COX
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCX212
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
STRIDE BAY 2 AND 8 COMMUNICATIONS SECTIONSJM SW MC
JM SW MC
12/10/2024 603ISSUED FOR BID
SCALE: 1/4" = 1'-0"BT120-JCP207
COMMUNICATIONS SECTION KCM SHELTER BAY 2 B
SCALE: 1/4" = 1'-0"BT120-JCP207
COMMUNICATIONS SECTION STRIDE BAY 8 C
SCALE: 1/4" = 1'-0"BT120-JCP207
COMMUNICATIONS SECTION STRIDE BAY 2 AND SCR A
KCM RTIS
1. SEE ELECTRICAL PLAN DWG BT120-EPP213 TO
BT120-EPP215 FOR DESIGN OF CONDUITS AND
BOXES SHOWN GREYED BACK ON THIS SHEET.
2. INSTALL ALL UNDERGROUND CONDUIT WITHIN
STRUCTURE FOOTPRINT ABOVE FOOTING.
INSTALL AS CLOSE TO THE SURFACE OF THE
FOOTING AS FEASIBLE WHILE MAINTAINING 2"
MINIMUM CLEARANCE FROM IT.
3. FOR UNDERGROUND CONDUITS, SEE DWG
BT120-JCP206 TO BT120-JCP209. FOR CANOPY
CONDUITS & DEVICES, SEE BT120-JCP210 TO
BT120-JCP212.
4. REFER TO DWG BT120-JCD205 FOR CANOPY
VMS/RTIS DETAIL.
5. REFER TO DWG BT120-JCD206 FOR SMART
CARD READER DETAIL.
6. REFER TO DWG BT120-JCD204 FOR PBA
DETAIL.
GENERAL NOTES:
1
1 06/13/2025 ADDENDUM #1
1
1
1
06/10/2025
LEGEND:
CAT6
CAT6 POE
FIBER
SPARE 2" CONDUIT
PLATFORM
COMMUNICATIONS CABINET
BT120-DC-01
TYPE 2
JUNCTION
BOX
BT120-HH-102
2-2" CONDUIT
BT120-SC-12,
BT120-SC-13
2-2" CONDUIT
BT120-SC-10,
BT120-SC-11
TO BT120-HH-04
TO ST NETWORK RACK
TELECOMM ROOM BT120L1208
BT120-HH-03
1-2" CONDUIT
BT120-SC-154
1-2" CONDUIT
BT120-SC-103
TYPE 2
JUNCTION
BOX
BT120-HH-103
TYPE 2
JUNCTION
BOX
BT120-HH-101
1-3" CONDUIT
BT120-SC-104
1-2" CONDUIT
BT120-SC-105
BT120-CAM-100
POLE-MOUNTED
1-2" CONDUIT
BT120-SC-106
TO BT120-HH-09
2-2" CONDUIT
BT120-SC-14,
BT120-SC-15
CANOPY
COLUMN
STUB UP
BT120-CC-02
1-2" CONDUIT
BT120-SC-108
BT120-CAM-101
CANOPY-MOUNTED
BT120-CAM-102
CANOPY-MOUNTED
CANOPY VMS
BT120-VMS-01
(NIC)
EPC
CANOPY VMS
BT120-VMS-02
(NIC)
EPC
TYPE 2
JUNCTION
BOX
BT120-HH-104
NGORCA
VALIDATOR
BT102-SCR-01
(NIC)
1-3" CONDUIT
BT120-SC-110
TVM
BT120-TVM-01
(NIC)
PYLON VMS
BT120-VMS-03
(NIC)
EPC
NGORCA
VALIDATOR
BT102-SCR-02
(NIC)
PUSH
BUTTON
AUDIO
BT120-PBA-01
SOUND TRANSIT BAY 1
1-1" CONDUIT
BT120-SC-109
LIGHT POLE
12
1-1" CONDUIT
BT120-SC-114
1-1" CONDUIT
BT120-SC-113
1-2" CONDUIT
BT120-SC-115
1-1" CONDUIT
BT120-SC-111
1-2" CONDUIT
BT120-SC-112
JUNCTION
BOX
BT120-HH-200
1-1.5" CONDUIT
BT120-SC-160
1-1" CONDUIT
BT120-SC-163
1-1" CONDUIT
BT120-SC-162
JUNCTION
BOX
BT120-HH-201
1-1" CONDUIT
BT120-SC-161
CANOPY
COLUMN
STUB UP
BT120-CC-03
BT120-CAM-104
CANOPY-MOUNTED
BT120-CAM-103
CANOPY-MOUNTED
JUNCTION
BOX
BT120-HH-202
1-1" CONDUIT
BT120-SC-164
1-1" CONDUIT
BT120-SC-166
JUNCTION
BOX
BT120-HH-203
1-1" CONDUIT
BT120-SC-165
LAYER 2 POE SWITCH
1-2" CONDUIT
BT120-SC-221
1-2" CONDUIT
BT120-SC-220
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
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6
0
:
/
/
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8
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0
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1
2
0
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J
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A
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v
2
0
2
0
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r
v
t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
3
6
P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JFS204
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
SOUND TRANSIT BAY 1 RISER DIAGRAMJM JD PPL ISSUED FOR BID12/10/2024
12/02/2024
0604
RTA/CN 0205-24
LEGEND:
CAT6
CAT6 POE
FIBER
SPARE
PLATFORM
COMMUNICATIONS CABINET
BT120-DC-02
TYPE 2
JUNCTION
BOX
BT120-HH-106
1-3" CONDUIT
BT120-SC-126
TO BT120-HH-110
TO ST NETWORK RACK
TELECOMM ROOM BT120L1208
TO BT120-HH-07
TYPE 2
JUNCTION
BOX
BT120-HH-107
2-2" CONDUIT
BT120-SC-28,
BT120-SC-29
1-2" CONDUIT
BT120-SC-127
1-2" CONDUIT
BT120-SC-125
CANOPY
COLUMN
STUB UP
BT120-CC-06
BT120-CAM-108
CANOPY-MOUNTED
BT120-CAM-107
CANOPY-MOUNTED
CANOPY VMS
BT120-VMS-07
(NIC)
EPC
CANOPY VMS
BT120-VMS-08
(NIC)
EPC
1-2" CONDUIT
BT120-SC-131
TVM
BT120-TVM-02
(NIC)
NGORCA
VALIDATOR
BT102-SCR-04
(NIC)
TYPE 2
JUNCTION
BOX
BT120-HH-105
1-2" CONDUIT
BT120-SC-132
CANOPY
COLUMN
STUB UP
BT120-CC-05
BT120-CAM-105
CANOPY-MOUNTED
BT120-CAM-106
CANOPY-MOUNTED
PYLON VMS
BT120-VMS-04
(NIC)
EPC
NGORCA
VALIDATOR
BT102-SCR-03
(NIC)
PUSH
BUTTON
AUDIO
BT120-PBA-02
1-2" CONDUIT
BT120-SC-133
SOUND TRANSIT BAY 8
1-1" CONDUIT
BT120-SC-129
1-1" CONDUIT
BT120-SC-130
1-1" CONDUIT
BT120-SC-135
1-1" CONDUIT
BT120-SC-136
1-2" CONDUIT
BT120-SC-134
JUNCTION
BOX
BT120-HH-204
1-1" CONDUIT
BT120-SC-170
1-1" CONDUIT
BT120-SC-171
1-1" CONDUIT
BT120-SC-172
JUNCTION
BOX
BT120-HH-207
1-1" CONDUIT
BT120-SC-1741-1" CONDUIT
BT120-SC-175
1-1" CONDUIT
BT120-SC-177
1-1" CONDUIT
BT120-SC-176
JUNCTION
BOX
BT120-HH-208
JUNCTION
BOX
BT120-HH-205
LAYER 2 POE SWITCH
1-2" CONDUIT
BT120-SC-222
1-2" CONDUIT
BT120-SC-223
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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1
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
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6
0
:
/
/
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A
_
D
3
4
5
8
6
0
0
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B
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R
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I
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1
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1
2
0
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J
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A
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2
0
2
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r
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t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
3
6
P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JFS205
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
SOUND TRANSIT BAY 8 RISER DIAGRAMJM JD PPL ISSUED FOR BID12/10/2024
12/02/2024
0605
RTA/CN 0205-24
PLATFORM
COMMUNICATIONS CABINET
BT120-DC-05
TO BT120-HH-106 TYPE 2
JUNCTION
BOX
BT120-HH-110
1-2" CONDUIT
BT120-SC-145
CANOPY
COLUMN
BT120-CC-12
BT120-CAM-112
CANOPY-MOUNTED
BT120-CAM-111
CANOPY-MOUNTED
1-2" CONDUIT
BT120-SC-144
LIGHT POLE
24
BT120-CAM-114
POLE-MOUNTED
BT120-CAM-113
POLE-MOUNTED
LIGHT POLE
25
BT120-CAM-116
POLE-MOUNTED
BT120-CAM-115
POLE-MOUNTED
1-2" CONDUIT
BT120-SC-146
1-2" CONDUIT
BT120-SC-147
TYPE 2
JUNCTION
BOX
BT120-HH-113
TO BT120-HH-11
2-2" CONDUIT
BT120-SC-36,
BT120-SC-37
CANOPY
COLUMN
BT120-CC-15
BT120-CAM-109
CANOPY-MOUNTED
BT120-CAM-110
CANOPY-MOUNTED
1-2" CONDUIT
BT120-SC-148
SOUND TRANSIT BAY BAYS 3, 4, 5, & 6
LEGEND:
CAT6
CAT6 POE
FIBER
2-2" CONDUIT
BT120-SC-152
BT120-SC-153
1-2" CONDUIT
BT120-SC-127
CUSTOMER
EMERGENCY
STATION
BT120-CES-01
1-1" CONDUIT
BT120-SC-142
1-2" CONDUIT
BT120-SC-157
JUNCTION
BOX
BT120-HH-220
JUNCTION
BOX
BT120-HH-218
1-1" CONDUIT
BT120-SC-183
JUNCTION
BOX
BT120-HH-219
1-1" CONDUIT
BT120-SC-184
1-1" CONDUIT
BT120-SC-186
1-1" CONDUIT
BT120-SC-185JUNCTION
BOX
BT120-HH-213
JUNCTION
BOX
BT120-HH-214
1-1" CONDUIT
BT120-SC-189
1-1" CONDUIT
BT120-SC-190
1-1" CONDUIT
BT120-SC-192
JUNCTION
BOX
BT120-HH-215
1-1" CONDUIT
BT120-SC-191
LAYER 2 POE SWITCH
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
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FU
L
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S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
M
3
6
0
:
/
/
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A
_
D
3
4
5
8
6
0
0
_
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_
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A
P
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T
R
A
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S
I
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_
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1
-
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1
2
0
-
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-
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A
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-
v
2
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2
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r
v
t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
3
7
P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JFS206
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
SOUND TRANSIT OTHER BAYS RISER DIAGRAMJM JD PPL ISSUED FOR BID12/10/2024
12/02/2024
0606
RTA/CN 0205-24
KCM BAY 2 AND 7
PLATFORM
COMMUNICATIONS CABINET
BT120-DC-03
TYPE 2
JUNCTION
BOX
BT120-HH-108
1-2" CONDUIT
BT120-SC-120
TO KCM NETWORK RACK
TELECOMM ROOM BT120L1208
BT120-HH-08
CANOPY
COLUMN
STUB UP
BT120-CC-06
CANOPY VMS
BT120-VMS-06
EPC
CANOPY VMS
BT120-VMS-05
EPC
PUSH
BUTTON
AUDIO
BT120-PBA-03
(FUTURE)
1-2" CONDUIT
BT120-SC-123
TYPE 2
JUNCTION
BOX
BT120-HH-109
PUSH
BUTTON
AUDIO
BT120-PBA-04
(FUTURE)
1-2" CONDUIT
BT120-SC-121
TO BT120-HH-121
SEE SHEET BT120-JFS208
1-2" CONDUIT
BT120-SC-138
2-2" CONDUIT
BT120-SC-30,
BT120-SC-31
CANOPY
COLUMN
STUB UP
BT120-CC-08
CANOPY VMS
BT120-VMS-09
EPC
CANOPY VMS
BT120-VMS-10
EPC
1-2" CONDUIT
BT120-SC-137
KCM BAY 7
1-1" CONDUIT
BT120-SC-122
1-1" CONDUIT
BT120-SC-204
1-1" CONDUIT
BT120-SC-173
1-1" CONDUIT
BT120-SC-155
LEGEND:
CAT6
CAT6 POE
FIBER
SPARE CONDUIT
JUNCTION
BOX
BT120-HH-206
JUNCTION
BOX
BT120-HH-216
JUNCTION
BOX
BT120-HH-217
1-1" CONDUIT
BT120-SC-193
1-1" CONDUIT
BT120-SC-194
TYPE 2
JUNCTION
BOX
BT120-HH-120
1-2" CONDUIT
BT120-SC-200
1-2" CONDUIT
BT120-SC-201
LAYER 2 SWITCH
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
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1
2
0
-
J
-
C
A
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v
2
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2
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r
v
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11
/
1
5
/
2
0
2
4
1
:
0
8
:
3
7
P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JFS207
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM BAY 2 AND 7 RISER DIAGRAMJM JD PPL ISSUED FOR BID12/10/2024
12/02/2024
0607
RTA/CN 0205-24
LAYER 2 SWITCH
TYPE 2
JUNCTION
BOX
BT120-HH-111
1-2" CONDUIT
BT120-SC-141
TO BT120-HH-109
SEE SHEET BT120-JFS207
1-2" CONDUIT
BT120-SC-138
CANOPY
COLUMN
STUB UP
BT120-CC-15
CANOPY VMS
BT120-VMS-14
EPC
CANOPY VMS
BT120-VMS-13
EPC
PUSH
BUTTON
AUDIO
BT120-PBA-06
(FUTURE)
TYPE 2
JUNCTION
BOX
BT120-HH-114
1-2" CONDUIT
BT120-SC-143PUSH
BUTTON
AUDIO
BT120-PBA-08
(FUTURE)
TYPE 2
JUNCTION
BOX
BT120-HH-112
1-2" CONDUIT
BT120-SC-149
CANOPY
COLUMN
STUB UP
BT120-CC-14
CANOPY VMS
BT120-VMS-11
EPC
CANOPY VMS
BT120-VMS-12
EPC
CANOPY VMS
BT120-VMS-15
EPC
CANOPY VMS
BT120-VMS-16
EPC
1-2" CONDUIT
BT120-SC-150
PUSH
BUTTON
AUDIO
BT120-PBA-05
(FUTURE)
KCM BAYS 3, 4, 5, & 6
1-1" CONDUIT
BT120-SC-140
1-1" CONDUIT
BT120-SC-151
1-2" CONDUIT
BT120-SC-139
ALL LINES SHOWN REPRESENT
CABLING INSIDE 1-1" CONDUIT
UNLESS OTHERWISE NOTED.
NOTE:
1-2" CONDUIT
BT120-SC-156
LEGEND:
CAT6
CAT6 POE
FIBER
SPARE CONDUIT
JUNCTION
BOX
BT120-HH-211
JUNCTION
BOX
BT120-HH-212
1-1" CONDUIT
BT120-SC-187
1-1" CONDUIT
BT120-SC-188
JUNCTION
BOX
BT120-HH-210
1-1.5" CONDUIT
BT120-SC-180
1-1" CONDUIT
BT120-SC-181
JUNCTION
BOX
BT120-HH-209
1-1" CONDUIT
BT120-SC-182
TYPE 2
JUNCTION
BOX
BT120-HH-115
1-2" CONDUIT
BT120-SC-196
1-1" CONDUIT
BT120-SC-195
TYPE 2
JUNCTION
BOX
BT120-HH-121TO BT120-HH-109
SEE SHEET BT120-JFS207
1-2" CONDUIT
BT120-SC-202 1-2" CONDUIT
BT120-SC-203
PLATFORM
COMMUNICATIONS CABINET
BT120-DC-04
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
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_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
J
-
C
A
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v
2
0
2
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r
v
t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
3
7
P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JFS208
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
KCM OTHER BAYS RISER DIAGRAMJM JD PPL ISSUED FOR BID12/10/2024
12/02/2024
0608
RTA/CN 0205-24
PBA INSTALLED BY OTHERS (NIC)
TOP OF
PLATFORM
STUB
CONDUIT UP
TO PBA
PBA POLE
INSTALLED
BY OTHERS
(NIC)
INSTALL CONDUIT
SLEEVE AND CAP
LEVEL WITH
PLATFORM
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
J
-
C
A
N
-
v
2
0
2
0
.
r
v
t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
2
7
P
M
1" = 1'-0"
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCD204
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
COMMUNICATIONS DETAILSJMJDPPL ISSUED FOR BID12/10/2024
SCALE: NTS
STRIDE PBA COLUMN DETAIL A
-
12/02/2024
0609
RTA/CN 0205-24
VMS BRACKET (NIC)
2 VMS DISPLAYS (NIC)
PENETRATE SOFFIT, COORDINATE
INSTALLATION WITH LIGHTING
INSTALL COMMUNICATIONS CABLE
INSIDE MOUNTING PIPE
SEE ELECTRICAL PLAN BT120-EPP211 TO
BT120-EPP215 FOR POWER CABLE
INSTALL CONDUIT INSIDE SHELTER CANOPY
COIL CABLE AND
SECURE TO POSTS
VMS BRACKET ENCLOSURE. KCM PROCURED, CONTRACTOR INSTALLED.
INSTALL CONDUIT INSIDE SHELTER CANOPY
PENETRATE SOFFIT, COORDINATE
INSTALLATION WITH LIGHTING FIXTURES
SEE ELECTRICAL PLAN EPP211
TO EPP215 FOR POWER CABLE
INSTALL COMMUNICATIONS CABLE
INSIDE MOUNTING PIPE
2 VMS DISPLAYS (NIC)
SHELTER ROOF
TERMINATE POWER CABLES ON A PLUG INSIDE THE NEMA BOX
WITHIN THE VMS BRACKET ENCLOSURE AND COIL THE COMMUNICATION CABLE
INSIDE THE ENCLOSURE.
INSTALL CCTV CAMERA. RECESS CAMERA
SUCH THAT ONLY THE LENS HOUSING IS
VISIBLE.
INSTALL RECESSED CEILING MOUNT FLUSH TO
SOFFIT.
SEE ARCHITECTURAL DWG
BT120-ACP211 TO BT120-ACTP214 FOR SOFFIT
PANEL DETALS
CONNECT SYSTEMS
CONDUIT INTO
RECESSED MOUNT
TOP OF CANOPY
SOFFIT
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
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1
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A
T
FU
L
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S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTED
0
BI
M
3
6
0
:
/
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W
A
_
D
3
4
5
8
6
0
0
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A
P
I
D
_
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R
A
N
S
I
T
_
G
E
C
/
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1
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1
2
0
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C
A
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2
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r
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11
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1
5
/
2
0
2
4
1
:
0
8
:
2
7
P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCD205
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
COMMUNICATIONS DETAILSJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS
SOUND TRANSIT CANOPY VMS DETAIL 1
-
SCALE: NTS
KCM RTIS DETAIL 3
-
SCALE: NTS
SHELTER CCTV - DETAIL 2
-
1. THE TERMS RTIS AND VMS ARE USED
INTERCHANGEABLY. RTIS REFERS TO THE KCM
CANOPY REAL TIME DISPLAY SYSTEM, VMS IS
USED FOR ST REAL TIME DISPLAY SYSTEMS.
2. SEE DWG BT120-SGD113 FOR VMS AND RTIS
MOUNTING DETAILS
GENERAL NOTES:
12/02/2024
0610
RTA/CN 0205-24
TVM CABINET (NIC)
FOUNDATION SEE
STRUCTURAL BT120-SFP212
TOP OF PLATFORM
CAP AND PULL CORD
INSTALL CONDUIT
SLEEVE AND CAP
LEVEL WITH
PLATFORM
PYLON (NIC)
FUTURE CURB
VMS DISPLAY (NIC)
STUB CONDUIT
FLUSH WITH FUTURE
CURB HEIGHT
TOP OF PLATFORM
INSTALL CONDUIT
SLEEVE AND CAP
LEVEL WITH
PLATFORM
SCR AND POLE (NIC)
TOP OF PLATFORM
STUB UP CONDUIT
INSTALL CONDUIT
SLEEVE AND CAP
LEVEL WITH
PLATFORM
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
0
BI
M
3
6
0
:
/
/
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S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
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_
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A
P
I
D
_
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R
A
N
S
I
T
_
G
E
C
/
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1
-
B
T
1
2
0
-
J
-
C
A
N
-
v
2
0
2
0
.
r
v
t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
2
7
P
M
1" = 1'-0"
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCD206
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
COMMUNICATIONS DETAILSJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS
TVM DETAIL FRONT VIEW 1
-SCALE: NTS
PYLON VMS DETAIL 2
-SCALE: NTS
SMART CARD READER (SCR) DETAIL 3
-
12/02/2024
0611
RTA/CN 0205-24
STATION PLATFORM
CONDUIT
PROTECTION W/ BUSHING (TYP)
CAP FOR FUTURE CABINET
AND INSTALL PULL CORDS
COMMUNICATION CABINET
FRONT FACE
SE
E
B
T
1
2
0
-SG
Y
4
0
3
FO
R
F
O
U
N
D
A
T
I
O
N
CONDUIT TO DEVICES
6"
CONDUIT WITH PULL CORD. (TYP)
FASTEN DECORATIVE LID AND FRAME
AND USE WOOD BLOCKING TO SUPPORT AND LEVEL
THE DECORATIVE LID AND
FRAME PRIOR TO CONCRETE POUR.
DECORATIVE LID SHALL BE LEVEL AND FLUSH
WITH PLATFORM.
DECORATIVE
LID FRAME INSET INTO
CONCRETE PLATFORM
TOP OF PLATFORM CONCRETE
TOP OF LID
FILL DECORATIVE LID WITH
CONCRETE TO MATCH PLATFORM
TOP OF JUNCTION BOX LID
DECORATIVE
LID FLANGE INSET INTO
CONCRETE PLATFORM
WSDOT TYPE 2 JUNCTION BOX
WSDOT TYPE 2 JUNCTION BOX
CRUSHED SURFACING
TYPE 2 WSDOT JUNCTION BOX
WITH DECORATIVE LID
TYPE 2 WSDOT JUNCTION BOX
SEE CENTER POINT LOCATED
ON PLAN SHEETS
INSIDE WALL OF JUNCTION BOX
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
M
3
6
0
:
/
/
U
S
W
A
_
D
3
4
5
8
6
0
0
_
B
U
S
_
R
A
P
I
D
_
T
R
A
N
S
I
T
_
G
E
C
/
S
1
-
B
T
1
2
0
-
J
-
C
A
N
-
v
2
0
2
0
.
r
v
t
11
/
1
5
/
2
0
2
4
1
:
0
8
:
2
8
P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCD207
12/10/2024R.PARGAS J. ALTCHECH
SYSTEMS
COMMUNICATIONS DETAILSJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS
COMMUNICATIONS CABINET FOUNDATION ELEVATION 1
-SCALE: NTS
COMMUNICATIONS JUNCTION BOX - CONDUIT ENTRY
DETAIL 2
-
1. ALL CONDUITS SHALL HAVE A COUPLING
FLUSH WITH THE SURFACE OF THE FOUNDATION
AND A NIPPLE THAT EXTENDS 2" UP
2. INSTALL CONDUITS PER WIRE NOTES, SEE
PLANS
3. CABINET DOOR SHALL BE ORIENTED AS
SHOWN ON THE PLANS.
NOTES:
12/02/2024
0612
RTA/CN 0205-24
FIBER TERMINATION PANEL
POE SWITCH WITH EXPANSION AND POWER SUPPLY ON
RACK MOUNTED RAIL. PROCURED BY ST
FOR CONTRACTORS TO INSTALL
CABLE MANAGEMENT
MODULAR CAT6 SURGE PROTECTION
DRAWER
POWER DISTRIBUTION ASSEMBLY
STRIP HEATER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
PIMS STATION CONTROL UNIT (NIC)
2'
-
6
"
2' - 1"
2' - 5"
2'
-
1
0
"
2"
O
F
F
S
E
T
-
CA
B
I
N
E
T
/
FO
U
N
D
A
T
I
O
N
S
P
A
C
I
N
G
1"
F
O
U
N
D
A
T
I
O
N
CH
A
M
F
E
R
3' - 5"
PLATFORM COMMUNICATION
CONDUIT (CAT6)
ELECTRICAL CONDUIT
FROM ELECTRICAL CABINET
NETWORK COMMUNICATION
CONDUIT (FIBER OPTIC)
CABINET FOUNDATION PEDESTAL
TO BE 6" HEIGHT.
GROUND VARIES PER CABINET
LOCATION. SEE PLANS
COMMUNICATION CABINET
CENTER CABINET ON PEDESTAL
PLAN
VIEW
DOOR
6"
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
N
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I
S
1
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A
T
FU
L
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S
C
A
L
E
REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
BI
M
3
6
0
:
/
/
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A
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3
4
5
8
6
0
0
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P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCD208
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
ST COMMUNICATIONS CABINETJMJDPPL ISSUED FOR BID12/10/2024
SCALE: NTS
ST COMMUNICATION CABINET ELEVATION DETAIL 2
-SCALE: NTS
ST COMMUNICATIONS CABINET FOUNDATION DETAIL 1
-
NOTE : CONDUITS SHOWN FOR REFERENCE ONLY. SEE PLAN SHEETS FOR QUANTITY
AND SIZE OF CONDUIT STUB UPS TO EACH CABINET.
1. THE ST COMMUNICATIONS CABINET IS
POWERED FROM UNINTERRUPTIBLE POWER
SUPPLY INSIDE THE CORE FACILITY. SEE DWG
B120-EPS102 FOR DETAILS.
GENERAL NOTES:
12/02/2024
0613
RTA/CN 0205-24
FIBER TERMINATION PANEL
SWITCH WITH EXPANSION AND POWER SUPPLY ON
RACK MOUNTED RAIL. PROCURED BY KCM
FOR CONTRACTORS TO INSTALL
CABLE MANAGEMENT
MODULAR CAT6 SURGE PROTECTION
DRAWER
POWER DISTRIBUTION ASSEMBLY
STRIP HEATER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
1
2
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5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
UPS BATTERY BACKUP
UPS
2'
-
6
"
2' - 1"
2' - 5"
2'
-
1
0
"
2"
O
F
F
S
E
T
-
CA
B
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T
/
FO
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G
1"
F
O
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I
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N
CH
A
M
F
E
R
3' - 5"
PLATFORM COMMUNICATION
CONDUIT (CAT6)
ELECTRICAL CONDUIT
FROM ELECTRICAL CABINET
NETWORK COMMUNICATION
CONDUIT (FIBER OPTIC)
CABINET FOUNDATION PEDESTAL
TO BE 6" HEIGHT.
GROUND VARIES PER CABINET
LOCATION. SEE PLANS
COMMUNICATION CABINET
CENTER CABINET ON PEDESTAL
PLAN
VIEW
DOOR
DOOR
9"
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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DESIGNED BY:
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CHECKED BY:
APPROVED BY:
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P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCD209
12/10/2024R.PARGAS J.ALTCHECH
SYSTEMS
KCM COMMUNICATIONS CABINETJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS
KCM COMMUNICATION CABINET ELEVATION DETAIL 2
-
SCALE: NTS
KCM COMMUNICATIONS CABINET FOUNDATION DETAIL 1
-
NOTE : CONDUITS SHOWN FOR REFERENCE ONLY. SEE PLAN SHEETS FOR QUANTITY
AND SIZE OF CONDUIT STUB UPS TO EACH CABINET.
12/02/2024
0614
RTA/CN 0205-24
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
LI
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
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6
0
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P
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BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCD210
12/10/2024R. PARGAS J. ALTCHECH
SYSTEMS
CONDUIT PENETRATION DETAILJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS
CONDUIT PENETRATION DETAIL 1
-
ATTACH CONDUIT TO METAL GIRTS WITHIN BEAMS
WITH ROUTING CLAMP
3" x 2.5" CUTOUT IN BEAM. SEE DWG BT120-SGP312 FOR DETAILS.
BOLT CLAMP TO METAL GIRT
CENTER CONDUIT THROUGH PENETRATION
SCALE: NTS -
CANOPY JUNCTION BOX DETAIL 2
SCREW 5X5 CONDUIT JUNCTION BOX DIRECTLY
INTO STRUCTURAL BEAM WITH SELF-TAPPING
SCREWS BEFORE CONDUIT INSTALLATION
STRUCTURAL BEAM
1" CANOPY CONDUIT
JUNCTION BOX
1" CANOPY CONDUIT
CONDUIT PENETRATION THROUGH BEAM, SEE
DETAIL 1 AND DWG BT120-SGP312 FOR DETAILS.
NOTE: THE NUMBER OF CONDUITS AND THEIR LOCATION RELATIVE TO THE BEAM VARYS
BY LOCATION. SEE DWG BT120-JCP206 TO BT120-JCP209
12/02/2024
0615
RTA/CN 0205-24
CCTV CAMERA INSTALLATION SCHEDULE
EQUIPMENT ID
LIGHT POLE
(IF
APPLICABLE)
CAMERA NAME TARGET AREA CAMERA TYPE
FOV 1
FOCAL
LENGTH
FOV 2
FOCAL
LENGTH
FOV 3
FOCAL
LENGTH
FOV 4
FOCAL
LENGTH
FOV 1
ORBI
T (°)
FOV 2
ORBI
T (°)
FOV 3
ORBIT
(°)
FOV 4
ORBIT
(°)
FOV
1
TILT
(°)
FOV 2
TILT
(°)
FOV 3
TILT
(°)
FOV 4
TILT
(°)
BT120-CAM-01 NORTH EAST WALKWAY FENCE SENSOR 1 ON CORRIDOR MODE FACING EAST, SENSOR 4 ON CORRIDOR FACING WEST. OTHER 2 FACING PLATFORM AND WALKWAYS 360 MULTISENSOR 6.00 4.00 3.18 7.00 75 60 10 285 25 25 25 25
BT120-CAM-02 35 PARKING LOT PARKING LOT; ESPECIALLY DRIVEWAY ENTRANCE 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 25 25 25 25
BT120-CAM-03 11 N OF PARKING LOT LIGHT POLE DRIVEWAY AND SIDEWALK. VIEWS OF LAYOVER BAY 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 25 25 25 25
BT120-CAM-04 50 PARKING LOT PARKING LOT 360 MULTISENSOR 3.18 3.18 3.18 3.18 0 90 180 270 25 25 25 25
BT120-CAM-05 13 N OF PARKING LOT LIGHT POLE -2 PARKING LOT AND CROSSWALKS 360 MULTISENSOR 4.00 4.00 4.00 4.00 0 90 180 270 25 25 25 25
BT120-CAM-06 NORTH EAST WALKWAY FENCE SENSOR 1 ON CORRIDOR MODE FACING EAST, SENSOR 4 ON CORRIDOR FACING WEST. OTHER 2 FACING PLATFORM AND WALKWAYS 360 MULTISENSOR 7.00 4.00 3.18 7.00 80 30 320 285 25 25 25 25
BT120-CAM-07 20 BAY 5 AREA LIGHT POLE ROAD AROUND BAY 5; CROSSWALK 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 25 25 25 25
BT120-CAM-08 31 WEST SIDE BIKE LOCKERS BIKE LOCKER, VIEW OF PATHWAY DOWN TO PARKING LOT DRIVEWAY 360 MULTISENSOR 3.18 7.40 3.18 3.18 0 60 180 270 30 22 25 25
BT120-CAM-09 32 PARKING LOT CES LIGHT POLE CES AND PARKING LOT 360 MULTISENSOR 3.18 3.18 3.18 3.18 0 90 180 270 30 25 25 25
BT120-CAM-10 26 KCM CHARGING BAY E ENTIRE CHARGING BAY 360 MULTISENSOR 3.18 3.18 3.18 3.18 0 90 180 270 25 25 25 25
BT120-CAM-11 CHARGING ELECTRICAL BUILDING ENTIRE ROOM, ESP. ENTRANCE. SENSOR 1 TILTED TO COVER BLIND SPOT & ENTERANCE. SENSORS 2, 3, AND 4 ON CORRIDOR MODE TO COVER
ENTIRE ROOM. 360 MULTISENSOR 7.40 6.00 3.90 7.00 0 30 45 345 40 25 25 25
BT120-CAM-12 78 SOUTHERN DRIVEWAYS SOUTHERN DRIVEWAYS AND ENTRANCE TO CHARGING CABINETS 360 MULTISENSOR 3.18 3.18 3.18 3.18 0 90 180 270 25 25 25 25
BT120-CAM-13 75 SOUTH WESTERN PATH -2 PED PATH -SENSOR 1 TILTED TO COVER BLIND SPOT 360 MULTISENSOR 4.00 4.00 4.00 5.00 0 60 120 270 30 22 25 25
BT120-CAM-14 74 SOUTH WESTERN PATH PED PATH -SENSOR 1 TILTED TO COVER BLIND SPOT 360 MULTISENSOR 4.00 4.00 4.00 5.00 0 60 120 270 30 22 25 25
BT120-CAM-15 55 SOUTHERN PARKING LOT VIEW OF PATHWAY DOWN TO PARKING LOT DRIVEWAY 360 MULTISENSOR 4.00 4.00 4.00 4.00 0 30 80 270 30 25 25 25
BT120-CAM-16 73 EASTERN ENTRANCE EASTERN ENTRACE AND PATHWAY. SENSORS 2 AND 4 ON CORRIDOR MODE FOR PATH AND CROSSWALK. 360 MULTISENSOR 3.18 60.00 3.18 6.00 0 90 80 290 25 25 25 25
BT120-CAM-17 76 SOUTHERN PATHWAYS SOUTHERN PATHWAYS 360 MULTISENSOR 3.18 3.18 3.18 3.18 0 90 180 270 25 25 25 25
BT120-CAM-18 79 SOUTHERN PATHWAYS -2 SOUTHERN PATHWAYS 360 MULTISENSOR 3.18 3.18 3.18 3.18 0 90 180 270 25 25 25 25
BT120-CAM-19 KCM CHARGING BAY W COVERS W ENTRNACE TO CHARGING BAY. SENSOR 2 COVERS ROOM, SENSOR 1 N EQUIPMENT & YARD. SENSORS 3 AND 4 TILTED FOR W DOOR
AREA.360 MULTISENSOR 3.18 3.18 3.18 3.18 10 100 250 315 25 35 35 40
BT120-CAM-100 10 BAY 1 LIGHT POLE BAY 1 & LAYOVER PLATFORM 360 MULTISENSOR 3.18 3.18 3.18 3.18 0 90 180 270 25 25 25 25
BT120-CAM-101 BAY 1 CANOPY -1 BAY 1 PLATFORM. SENSOR 1 TILTED FOR BLIND SPOT.360 MULTISENSOR 4.00 5.00 4.00 4.00 0 90 180 270 50 25 25 25
BT120-CAM-102 BAY 1 CANOPY -2 TVM LEVEL AND PLATFORM. SENSOR 1 TILTED FOR TVM.360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25
BT120-CAM-103 LAYOVER BAY CANOPY -1 LAYOVER PLATFORM. SENSOR 1 TILTED FOR BLIND SPOT AND VALIDATOR. 360 MULTISENSOR 4.00 4.00 4.00 4.00 0 90 180 270 45 25 25 25
BT120-CAM-104 LAYOVER BAY CANOPY -2 PLATFORM INCLD PED ENTRANCE. SENSOR 1 TILTED FOR BLIND SPOT. 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25
BT120-CAM-105 BAY 2 CANOPY -2 BAY 2 PLATFORM INCLD AREA BTWN CANOPIES. SENSOR 1 TILTED FOR SHELTER AND PYLON.360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25
BT120-CAM-106 BAY 2 CANOPY -1 BAY 2 PLATFORM. SENSOR 1 TILTED FOR SHELTER. 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25
BT120-CAM-107 BAY 8 CANOPY -2 BAY 8 AND TVM. SENSOR 1 TILTED FOR TVM. 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25
BT120-CAM-108 BAY 8 CANOPY -1 PLATFORM INCLD PED ENTRANCE. SENSOR 1 TILTED FOR BLIND SPOT & SHELTER. 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25
BT120-CAM-109 BAY 3 CANOPY -1 PLATFORM INCLD PED ENTRANCE. SENSOR 1 TILTED FOR BLIND SPOT. 360 MULTISENSOR 3.18 4.00 6.00 4.00 0 90 180 270 55 25 25 25
BT120-CAM-110 BAY 4 CANOPY BAY 4 PLATFORM. SENSOR 4 IN CORRIDOR MODE FACING BAY 5. SENSOR 3 TILTED FOR BLIND SPOT 360 MULTISENSOR 3.18 3.18 3.18 6.00 0 90 180 280 25 25 25 25
BT120-CAM-111 BAY 7 CANOPY -1 PLATFORM INCLD PED ENTRANCE. SENSOR 1 TILTED FOR BLIND SPOT. 360 MULTISENSOR 3.18 3.18 3.18 3.18 0 90 180 270 45 25 40 25
BT120-CAM-112 BAY 6 CANOPY BAY 6 AND 5 PLATFORM. SENSOR 4 IN CORRIDOR MODE FACING BAY 5 360 MULTISENSOR 4.00 4.00 4.00 6.00 0 90 180 290 25 25 25 25
BT120-CAM-113 24 BAY 4 LIGHT POLE -WEST SIDE BAY 4 AND 6 PLATFORM -SENSORS 1 AND 2 FACING WEST CORRIDOR MODE. OTHER 2 SENSORS FACING CES AT ID LEVEL 360 MULTISENSOR 7.00 7.00 3.18 3.18 0 15 80 280 25 25 25 25
BT120-CAM-114 24 BAY 4 LIGHT POLE -EAST SIDE SENSOR 1 COVERS BIKE LOCKERS AT ID LEVEL. OTHER 3 SENSORS COVER BAY 4 PLATFORM AND SHELTER 360 MULTISENSOR 6.00 4.00 4.00 4.00 0 90 180 270 25 25 25 25
BT120-CAM-115 25 BAY 5 LIGHT POLE -WEST SIDE BIKE LOCKERS AND AREA BETWEEN BAYS 4 AND 5 360 MULTISENSOR 7.00 4.00 4.00 4.00 0 80 180 280 25 25 25 25
BT120-CAM-116 25 BAY 5 LIGHT POLE -EAST SIDE EAST END OF PLATFORM AND DRIVEWAYS 360 MULTISENSOR 6.00 3.18 3.18 3.18 0 90 180 270 25 25 25 25
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:
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REVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTS
0
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6
0
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P
M
BT120
S1-BT120-J-CAN-v2020
12/10/2024 12/10/2024
J.MARGOLIS
W.TURNER
J.DONG
P.LAVALLEE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
BT120-JCD211
12/10/2024R.PARGAS J.ALTCHECH
SYSTEMS
CCTV CAMERA DATAJM JD PPL ISSUED FOR BID12/10/2024
SCALE: NTS
CAMERA ORBIT DETAIL 1
-
0°
90°
180°
270°
45°
135°225°
315°
CAMERA SENSOR(S) ORBIT
IN TRACK
SCALE: NTS
CAMERA TILT DETAIL 2
0°
5°
65°
CAMERA SENSOR
ROOF OR TOP
OF MOUNT
CAMERA DOME
0 DEGREE ARROW SYMBOLS
SEEN ON PLAN VIEWS
SENSOR 1
SENSOR 2
SENSOR 3
SENSOR 4
MINIMUM TILT
MAXIMUM TILT
1. REFER TO SPECIFICATION SECTION 28 20 00:
VIDEO SUVEILLANCE
GENERAL NOTES:
12/02/2024
0616
RTA/CN 0205-24
DEVICE PORT LABELING02-MDF-R04-P2-2,3
PORT NUMBER(S)
PATCH PANEL NUMBER
RACK NUMBER
MDF ROOM
FLOOR NUMBER
LABELING SCHEME
CABLING NOTES
FOR IP-BASED DEVICES WITHIN 295' CABLE LENGTH:
PROVIDE OUTDOOR RATED CATEGORY 6A ETHERNET CABLE
PROVIDE BUILDING ENTRANCE PROTECTOR TERMINAL(S).
FOR IP-BASED DEVICES OUTSIDE 295" CABLE LENGTH:
PROVIDE MINIMUM 6-STRAND MULTIMODE FIBER WITH MEDIA
CONVERTER TO NEAREST TELECOM ROOM. INSTALL MEDIA
CONVERTER IN A NEMA 4 BOX.
PROVIDE POWER TO FEED MEDIA CONVERTERS AS NEEDED.
COORDINATE WITH ELECTRICAL.
INFRASTRUCTURE REQUIREMENTS
1. PROVIDE AND INSTALL DOUBLE-GANG BACK BOX WITH SINGLE-
GANG PLASTER RING AND CONDUIT STUB-UP WITH
PULLSTRING FROM EACH DEVICE LOCATION TO NEAREST
TECHNOLOGY PATHWAY IN ACCESSIBLE CEILING. SIZE
CONDUITS NOT TO EXCEED FILL RATIO TABLES ON SHEET
JCN001.
MINIMUM SIZES AS FOLLOWS:
1.1. 1" FOR TELECOMMUNICATIONS
1.2. 1" FOR SECURITY
2. PROVIDE AND INSTALL PATHWAYS AS FOLLOWS:
2.1. CABLE TRAYS ABOVE ACCESSIBLE CEILINGS
2.2. J-HOOKS (ONLY FOR SMALL NUMBER OF CABLES) ABOVE
ACCESSIBLE CEILINGS.
2.3. CONDUITS / SLEEVES ABOVE INACCESSIBLE CEILINGS
AND THROUGH WALLS, UON.
3. FIRESTOP WALL/FLOOR PENETRATIONS.
4. PROVIDE PULLSTRING TO ALL CONDUITS AND SLEEVES.
5. PROVIDE PLASTIC BUSHINGS ON ALL CONDUIT ENDS.
GENERAL SYMBOLS
XXXX ROOM TAGROOM
6" WIDE VERTICAL WIRE MANAGER
2-POST EQUIPMENT RACK
WALL MOUNTED EQUIPMENT RACK
TELECOM GROUNDING BUSBAR
TELECOM ROOM EQUIPMENT SYMBOLS
SYSTEM PANEL: HEAD END EQUIPMENT
FIRE RESISTANT 3/4" PLYWOOD BACKBOARD
110 BLOCK WITH LEGS
10" WIDE VERTICAL WIRE MANAGER
CHAIN LINK FENCE
FLOOR OR SURFACE MOUNTED 208V/120V PANELBOARD
A. TELECOMMUNICATION GENERAL NOTES:
1. ALL STRUCTURED CABLING SYSTEM (SCS) & LOW VOLTAGE (LV) CABLING USED THROUGHOUT THIS
PROJECT MUST COMPLY WITH THE REQUIREMENTS AS OUTLINED IN THE STANDARDS, CODES AND LOCAL
REGULATIONS FOR THE FOLLOWING: ANSI/TIA-568.0-E, 568.1-E, 568.2-E, 568.3-E, 568.4-E, 568.5,
ANSI/TIA-569-E, ANSI/TIA-606-E, ANSI/TIA-607-E, ANSI/TIA-758-B, BICSI TDMM (CURRENT VERSION), NEC
ARTICLE 90, ARTICLE 300, NEC ARTICLE 645, NEC ARTICLE 646, NEC ARTICLE 725, NEC ARTICLE 760, NEC
ARTICLE 770, NEC ARTICLE 800, NEC ARTICLE 830. THE SCS & TELECOMMUNICATION SYSTEM(S) CABLING
MUST MEET ALL LOCAL AND OTHER PREVAILING CODES.
2. ALL SCS & LV CABLING MUST BEAR UL LISTED TYPE CMP (PLENUM RATED). ALL FIBER OPTIC CABLING
MUST BEAR OFNP (PLENUM RATED) AND/OR OFNR (RISER RATED) AND/OR OFN/G (GENERAL PURPOSE).
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING APPROPRIATELY RATED CABLE FOR THE
ENVIRONMENT IN WHICH IT IS INSTALLED.
3. ALL INSTALLATION MUST BE DONE IN CONFORMANCE WITH ANSI/TIA-568, STANDARDS AND
MANUFACTURER'S INSTALLATION GUIDELINES. THE CONTRACTOR MUST ENSURE THAT THE CABLE'S
MINIMUM BEND RADIUS AND MAXIMUM PULLING TENSIONS OF THE SPECIFIED DISTRIBUTION CABLES ARE
NOT EXCEEDED. THE CABLE BENDS MUST MAINTAIN THE PROPER RADIUS DURING THE PLACEMENT OF
THE CABLING. FAILURE TO FOLLOW THE APPROPRIATE GUIDELINES WILL REQUIRE THE CONTRACTOR TO
PROVIDE, IN A TIMELY FASHION, ANY ADDITIONAL MATERIAL AND LABOR NECESSARY TO PROPERLY
RECTIFY THE SITUATION TO THE SATISFACTION AND WRITTEN APPROVAL OF THE OWNERS
REPRESENTATIVE. THIS MUST ALSO APPLY TO ANY AND ALL DAMAGES SUSTAINED TO THE CABLES BY
THE CONTRACTOR DURING INSTALLATION.
4. ALL SCS AND/OR LV INSTALLATIONS MUST BE PERFORMED BY TECHNICIANS QUALIFIED FOR THAT
SYSTEM. THE LABOR EMPLOYED BY THE CONTRACTOR MUST BE REGULARLY EMPLOYED IN THE
INSTALLATION AND REPAIR OF SCS AND/OR LV SYSTEMS AND MUST BE ACCEPTABLE TO THE OWNERS
REPRESENTATIVE TO ENGAGE IN THE INSTALLATION AND SERVICE OF THIS SYSTEM.
5. THE MDF AND IDF SPACES ARE DESCRIBED BELOW, AND ENCOMPASS THE AREAS IN WHICH THE
COMMUNICATIONS CABLING EXISTS. THESE AREAS INCLUDE (BUT ARE NOT LIMITED TO) THE
BACKBOARDS, CABINETS, RACKS, FRAMES, LADDER RACKS, TERMINATION FIELDS, AND PATCH CORDS.
THE SCS CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE STANDARDS, CODES AND LOCAL
REGULATIONS FOR THESE SPACES, (E.G. ANSI/TIA-606, 607, AND 568 SERIES; NFPA 70 AND ALL APPLICABLE
NEC ARTICLES; AND BICSI TDMM (CURRENT VERSION).
6. THE WIRING OF THE SYSTEM MUST BE EXECUTED IN ACCORDANCE WITH THE DRAWINGS AND THE
EQUIPMENT MANUFACTURER'S WIRING DIAGRAMS. SHOULD ANY VARIATIONS IN THESE REQUIREMENTS
OCCUR, THE CONTRACTOR MUST NOTIFY THE OWNERS REPRESENTATIVE BEFORE MAKING ANY
CHANGES. IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR - AUTHORIZED INSTALLER OF THE
APPROVED EQUIPMENT TO INSTALL THE EQUIPMENT AND GUARANTEE THE SYSTEM TO OPERATE AS PER
PLANS AND SPECIFICATIONS.
7. ALL MATERIALS MUST BE NEW. NO USED OR RE-MANUFACTURED PARTS OR COMPONENTS WILL BE
ACCEPTED.
8. CABLE STORAGE:
THE CONTRACTOR MUST NOT ROLL OR STORE CABLE REELS WITHOUT AN APPROPRIATE UNDERLAY AND
THE PRIOR WRITTEN APPROVAL OF OWNERS REPRESENTATIVE.
9. SPECIAL EQUIPMENT AND TOOLS:
IN ORDER TO ENSURE THE LEAST AMOUNT OF CABLE UNTWISTING, IT IS REQUIRED THAT ALL CABLES
MUST BE STRIPPED USING A CABLE MANUFACTURER'S RECOGNIZED SPECIAL TOOL. IT MUST BE THE
RESPONSIBILITY OF THE CONTRACTOR TO FURNISH ANY SPECIAL INSTALLATION EQUIPMENT OR TOOLS
NECESSARY TO PROPERLY COMPLETE THE SYSTEM. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, TOOLS
FOR TERMINATING CABLES, TESTING AND SPLICING EQUIPMENT FOR COPPER/FIBER CABLES,
COMMUNICATION DEVICES, JACK STANDS FOR CABLE REELS, OR CABLE WINCHES.
10. UNDER NO CIRCUMSTANCE ARE "CHANNEL LOCKS" OR OTHER PLIERS NOT DESIGNED BY THE SCS
MANUFACTURE BE USED TO TERMINATE JACKS OR INSERTS.
B. TELECOMMUNICATION PATHWAY NOTES:
1. PATHWAYS CAN BE DIVIDED UP INTO TWO SEPARATE CATEGORIES, OUTSIDE PLANT (OSP) AND INSIDE
PLANT (ISP). IT IS THE SCS AND/OR LV SYSTEM(S) CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL
EXISTING PATHWAYS (CONDUIT, CABLE TRAY, ETC) THAT WILL BE UTILIZED ON THE PROJECT, AND
COORDINATE WITH THE ON-SITE ELECTRICAL OR GENERAL CONTRACTOR TO PROVE ALL PATHS SUBJECT
TO BE USED ON THIS PROJECT BEFORE INSTALLATION. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE
FOR THE INSTALLATION OF ALL UNDERGROUND (OSP) PATHWAYS, NON-ACCESSIBLE AND OPEN CEILING
SPACE PATHWAYS AS DESCRIBED IN SECTION G, CONTRACTOR GUIDELINES OF THESE
TELECOMMUNICATION GENERAL NOTES.
2. ALL PULLBOXES MUST BE SIZED AND INSTALLED PER ANSI/TIA-569-E STANDARDS. PULLBOXES FOR
IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULLBOXES FOR
OVERHEAD CONDUIT RUNS MUST BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE
CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS.
PULLBOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS MUST BE NEMA 3R RATED.
PULLBOXES MUST BE SIZED ACCORDING TO THE FOLLOWING:
--CONTINUED--
3. FOR ALL FIRESTOPPING OF SCS AND LV SYSTEMS PATHWAY RESPONSIBILITIES REFERENCE,
PENETRATION OF WALLS, FLOOR AND CEILINGS SECTION OF THESE TELECOMMUNICATION
GENERAL NOTES.
4. FOR ALL OTHER SCS AND/OR LV SYSTEMS PATHWAY RESPONSIBILITIES REFERENCE,
CONTRACTOR GUIDELINES SECTION OF THESE TELECOMMUNICATION GENERAL NOTES.
5. OUTSIDE PLANT (OSP) PATHWAYS CAN BE BROKEN DOWN INTO THE FOLLOWING ITEMS,
MAINTENANCE HOLES, HAND HOLES, PULLBOXES, AND CONDUITS.
a. WHILE ENTERING MAINTENANCE HOLES, FOLLOW ALL CODES AND SAFETY PRACTICES OF A
"CONFINED SPACE". UTILIZE NECESSARY EQUIPMENT TO MAINTAIN ALL SAFE PULLING
TENSIONS FOR THE CABLES TO BE INSTALLED. THIS INFORMATION CAN BE FOUND ON THE
CABLE MANUFACTURER'S SPECIFICATIONS SHEETS.
b. BEFORE EXITING THE MAINTENANCE HOLE, NOTE ON PAPER OR DIGITAL MEANS THE
EXISTING AND NEW CABLE(S) LOCATION(S) AND ROUTE(S), AND PROVIDE A "BUTTERFLY"
PRINT TO AHJ AND OWNER'S REPRESENTATIVE. LABEL THE INSTALLED MEDIA PER
SPECIFICATIONS.
c. WITH DIRECTION OF OWNER OR OWNER'S REPRESENTATIVE, CHOOSE AND PROVE ALL
CONDUITS BEFORE THE INSTALLATION OF THE MEDIA. MEASURE ALL PATHWAYS WITH MULE-
TAPE PRIOR TO ORDERING MATERIAL. ALL LABOR AND MATERIAL COSTS ASSOCIATED WITH
DISCREPANCIES BETWEEN DRAWINGS AND VERIFIABLE SITE CONDITIONS MUST BE BORNE
BY CONTRACTOR. COORDINATE WITH THE ELECTRICAL OR GENERAL CONTRACTOR (EC OR
GC), IF CONDUITS ARE PLUGGED OR MISSING PULL ROPE.
--CONTINUED--
B. (CONT.) TELECOMMUNICATION PATHWAY NOTES:
d. TRAIL ALL BACKBONE MEDIA (I.E. COPPER, FIBER OR INNERDUCT) WITH MULE TAPE, MINIMUM
1/2-INCH WIDE AND RATED FOR 2500 LBS WITH FOOTAGE MARK, LABEL AND TIE OFF BOTH ENDS,
FOR FUTURE INSTALLATIONS.
e. PROVIDE AND INSTALL ALL HARDWARE NECESSARY TO SUPPORT THE CABLING TO THE WALLS
OF THE MAINTENANCE HOLE (IF IT DOES NOT ALREADY EXIST). THIS HARDWARE IS TO BE
CONSTRUCTED FOR THE AREA IT IS TO BE INSTALLED AND DESIGNED FOR THE PURPOSE
INTENDED FOR ITS USE.
f. SCS AND/OR LV CONTRACTOR TO PROVIDE EXPANSION PLUGS IN ALL DUCTS/CONDUITS
ENTERING THE BUILDING. SEAL ALL UNUSED DUCTS/CONDUITS WITH PLUGS THAT ALLOW THE
PULL-STRING TO BE TIED OFF ON THE INSIDE.
6. INSIDE PLANT (ISP) PATHWAYS CAN BE BROKEN DOWN INTO THE FOLLOWING ITEMS, HOLLOW
WALL PENETRATION, MEMBRANE PENETRATION, ACCESSIBLE CEILING (I.E. "J" HOOKS), AND
CONDUIT.
7. CABLE RACEWAYS AND CONDUITS MUST NOT BE FILLED GREATER THAN FILL RATIO TABLES
SHOWN.
a. CONDUIT AND PATHWAY ROUTING SHOWN FOR THE SCS AND LV SYSTEMS ARE STRICTLY
DIAGRAMMATICAL FOR THE PURPOSE OF THE BID TO ILLUSTRATE GENERAL METHODOLOGY. IT
IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO DETERMINE THE BEST MEANS &
METHODS FOR SCS & TELECOMMUNICATION CONDUIT AND PATHWAY INSTALLATION.
ADDITIONALLY IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE
THE INSTALLATION PLAN WITH THE OWNERS REPRESENTATIVE AND ALL TRADES PRIOR TO
INSTALLATION. REFER TO PLANS AND GENERAL ELECTRICAL SPECIFICATION FOR ADDITIONAL
REQUIREMENTS.
b. CONDUIT PATHWAYS MUST BE SUPPLIED BY THE ELECTRICAL OR GENERAL CONTRACTOR AS
PER THE DRAWINGS, OTHER CONDUITS (IF ANY) MAY NEED TO BE COORDINATED WITH THE EC
AND/OR GC OF THE PROJECT.
c. NO CABLE IS TO BE PULLED THROUGH A CONDUIT L-BEND "LB" (CONDULETS) EXCEPT WHEN
USING CATEGORY 6 RATED CONDULETS, AND ONLY WHERE SPECIFIED.
d. ALL EXPOSED CONDUIT AND HARDWARE MUST BE PAINTED TO MATCH SURROUNDING
SURFACES. CONTACT OWNER REPRESENTATIVE FOR PAINT COLORS. DO NOT PAINT CABLES.
e. CONDUITS MUST CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 1250 LBS. WITH A MINIMUM
OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END.
f. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS
2"-3" ABOVE THE FLOOR SURFACE.
g. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS.
h. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT
SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER.
i. ALL UNDER SLAB OR IN-SLAB CONDUITS MUST BE INSTALLED IN A MANNER THAT PREVENTS
WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE
GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING
AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES.
SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING
REQUIREMENTS.
j. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS.
k. REINSTALL PULL-STRINGS IN ALL SCS AND LV ISP PATHWAYS AFTER USE TO FACILITATE
FUTURE ADDITION OF CABLES.
l. IT IS THE SCS AND/OR LV CONTRACTOR'S RESPONSIBILITY TO REPORT ANY UNUSABLE OR
INADEQUATE CONDUIT RUNS TO THE OWNER PRIOR TO PULLING ANY CABLE.
m. PULL BOXES ARE NOT TO BE USED IN LIEU OF A BEND, AND THE CONDUIT MUST EXIT A PULLBOX
ON THE WALL OPPOSITE THE WALL ENTERED.
n. CONDUITS MUST;
• CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.)
• CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A
PULLBOX SIZED PER STANDARDS & CODE.
o. SPLIT CONDUITS IN PLACE OF PULLBOXES ARE UNACCEPTABLE.
p. CONDUIT BEND RADIUS MUST BE;
• A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2" IN DIAMETER OR
LESS.
• A MINIMUM OF 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2" IN
DIAMETER.
q. ALL CABLES MUST BE PULLED AT THE SAME TIME TO ACHIEVE THE GREATEST FILL LEVELS.
r. CONDUIT RUNS SHOULD BE LESS THAN 50 FEET IN LENGTH (REDUCE THE NUMBER OF CABLES
BY 15% FOR CONDUIT RUNS BETWEEN 50 AND 100 FEET.
s. PULL BOXES SHOULD BE PLACED EVERY 100 FEET OR IF MORE THAN 180 DEGREES OF BENDS
ARE INSTALLED IN THE CONDUIT.
--CONTINUED--
FOR FILL RATIO BASED CONDUIT SIZING REFER TO THE FILL RATIO TABLE 1A - 1B BELOW AND
REFERENCE TO ANSI/TIA-569-E.
1
PULLBOX SIZING PER ANSI/TIA-569-E.
CONDUIT SIZE WIDTH LENGTH DEPTH
WIDTH INCREASE PER
ADDITIONAL CONDUIT
1"4"15" 3"2"
2"8" 36" 4"5"
3"61" 48" 5"6"
4"101" 60" 8"8"
FILL RATIO TABLE 1A - Conduit
CONDUIT
SIZE .13
3/4"16
1"
1 1/4"
1 1/2"
.18 .19 .20 .21 .22 .23 .24 .25 .26 .27 .28 .29 .30 .31 .32 .33 .34 .35 .37 .39
2"
2 1/2"
3"
3 1/2"
4"
18 7 6 6 5 5 4 4 4 3 3 3 3 2 2 2 2 2 1
26 213 12 11 9 9 8 7 7 6 6 5 5 4 4 4 4 3 3 3
45 523 21 19 17 15 14 13 12 11 10 9 9 8 7 7 6 6 6 5
61 632 28 25 23 21 19 18 16 15 14 13 12 11 10 10 9 8 8 7
101 1152 47 42 38 35 32 29 27 25 23 21 20 18 17 16 15 14 13 12
176 1992 82 74 67 61 56 51 47 44 40 38 35 33 31 29 27 25 24 21
266 29139 124 112 102 93 85 78 72 66 61 57 53 50 46 43 41 38 36 32
347 38181 162 146 133 121 111 102 94 86 80 74 69 65 61 57 53 50 47 42
444 49231 208 187 170 155 142 130 120 111 103 95 89 83 78 73 68 64 61 54
FILL RATIO TABLE 1B - CONDUIT (EMT EXAMPLE)
CONDUIT
SIZE .41
3/4"1
1"
1 1/4"
1 1/2"
.45 .49 .51 .55 .59 .61 .65 .69 .71 .75 .79 .85 .98 1.001.321.581.792.182.63 3.00
(47%)
2"
2 1/2"
3"
3 1/2"
4"
1 1 1 - - - - - - - - - - - - - - - - -
2 2 1 1 1 1 1 1 - - - - - - - - - - - - -
4 3 3 2 2 2 2 1 1 1 1 1 1
6 5 4 3 3 2 2 2 2 2 1 1 1 1 1
- - - - - - - -
- - - - - -
10 8 7 6 5 4 4 4 3 1 13 3 2 2
17 14 12 11 9 8 8 7 6 3 25 4 45 1 1
26 22 18 17 14 12 12 10 9 4 48 7 68 2 1
34 29 24 22 19 16 15 13 12 6 5119 810 3 2 2 1
44 37 31 28 24 21 20 17 15 7 714 12 1013 4 3 2 1 1 1
- - - - - -
- - - -
- - - -
- -
FILL RATIO TABLE 2A - Cable Tray / Wire Basket / Raceway per NEC 2017 Article 725
TRAY SIZE
(WXD)
4x4 482
6x4
12x4
18x4
24x4
6x6
12x6
18x6
24x6
251 225 203 184
723 377 338 305 277 252 231 212
1447754 677 661 554 505 462 424 391 361 335 311 290 271 254 238 224
217011321016 917 831 758 693 636 587 542 503 467 436 407 381 358 336
289415091355122211091010 924 849 782 732 671 623 581 543 509 477 449
1085566 508 458 415 379 346 318 293 271 251 233 218 203 190 179 168
217011321016 917 831 758 693 636 587 542 503 467 436 407 381 358 336
3256 361169815241375124711371040 955 880 814 754 701 654 611 572 537 505 476 449 401
4341 4822264203218341663151613871273117410851006 935 872 815 763 716 673 634 598 535
168 154 141 130 120 111 103 96 90 84 79 74 70 66 59 53
195 180 167 155 145 135 127 119 112 105 99 89 80
211 199 178 160
317 299 267 241
423 399 357 321
158 149 133 120
317 299 267 241
.13 .18 .19 .20 .21 .22 .23 .24 .25 .26 .27 .28 .29 .30 .31 .32 .33 .34 .35 .37 .39
PATHWAY SEPARATION FROM SOURCE OF ELECTROMAGNETIC ENERGY:
CONDITION <2KVA 2-5 KVA >5KVA
Unshielded Power Lines in
Proximity to open PVC Pathways 6" (In.)12" (In.) 24" (In.)
Unshielded Power Lines in Proximity to
Grounded Metallic Pathways 3" (In.) 6" (In.) 12" (In.)
Power Lines enclosed in Metal Grounded Pathways in
proximity to Grounded Metallic Pathways <1" (In.) 3" (In.) 6" (In.)
B. (CONT.) TELECOMMUNICATION PATHWAY NOTES:
t. POWER SEPARATION:
• THE CONTRACTOR MUST NOT PLACE ANY DISTRIBUTION CABLING ALONGSIDE POWER
LINES, OR SHARE THE SAME CONDUIT, CHANNEL OR SLEEVE WITH ELECTRICAL
APPARATUS. AT NO POINT MUST THE COMMUNICATIONS CABLES BE TIED TO POWER
CABLES OR OTHER BUILDING SERVICES. STATION CABLES AND TIE CABLES INSTALLED
WITHIN CEILING SPACES MUST BE ROUTED THROUGH THESE SPACES AT RIGHT ANGLES
TO ELECTRICAL POWER CIRCUITS.
• AVOID ELECTROMAGNETIC INTERFERENCE (EMI) BY MAINTAINING ADEQUATE PHYSICAL
SEPARATION BETWEEN TELECOMMUNICATION CABLING AND POSSIBLE SOURCES SUCH
AS, BUT NOT LIMITED TO, ELECTRIC MOTORS, ELECTRIC PENCIL SHARPENERS,
TRANSFORMERS, FLUORESCENT LIGHTS THAT SHARE DISTRIBUTION SPACE WITH
TELECOMMUNICATIONS CABLING, COPIERS THAT SHARE WORK AREA SPACE WITH LINE
CORDS AND TERMINALS, LARGE FAX MACHINES AND POWER CORDS THAT SUPPORTS
SUCH EQUIPMENT.
C. TELECOMMUNICATION CABLING NOTES:
1. THE USE OF LUBRICANTS SUCH AS CLEAR GLIDE, TO FACILITATE THE INSTALLATION OF CABLES
IN OUTDOOR CONDUITS IS ENCOURAGED FOR FRICTION REDUCTION AND TO MAINTAIN THE
REQUIRED PULL TENSION. YELLOW 77 AND POLYWATER IS NOT PERMISSIBLE FOR USE AS A
LUBRICANT FOR TELECOMMUNICATION CABLING. THE USE OF OSP, LOW TEMPERATURE CABLE
LUBRICANTS ARE NOT ACCEPTABLE IN AN INDOOR PLENUM ENVIRONMENT. UNDER NO
CIRCUMSTANCES MUST CABLE PULLING LUBRICANT BE ALLOWED TO ACCUMULATE ON WALLS,
FLOORS, BACKBOARDS, OR OTHER SURFACES OUTSIDE THE CONDUIT.
2. ANY CABLE DAMAGED OR EXCEEDING RECOMMENDED INSTALLATION PARAMETERS DURING
INSTALLATION MUST BE REPLACED BY THE CONTRACTOR BEFORE FINAL ACCEPTANCE AT NO
COST TO THE OWNER.
3. EACH RUN OF CABLE BETWEEN THE TERMINATION BLOCK OR PATCH PANEL AND THE STATION
CONNECTOR MUST BE CONTINUOUS WITHOUT ANY JOINTS OR SPLICES.
4. ALL STATION CABLE MUST BE PLACED IN THE INTERIOR OF WALLS UNLESS OTHERWISE NOTED
OR OBSTRUCTED.
5. PROVIDE BUSHINGS, GROMMETS AND STRAIN-RELIEF FOR CABLES TERMINATING AT WALL-
MOUNTED OUTLETS AND PATCH PANELS TO ENSURE DURABLE AND ROBUST CONNECTIONS.
THE BUSHINGS AND GROMMETS ARE INTENDED TO PROTECT THE CABLES FROM ANY SHARP
EDGES THAT PRESENT A RISK TO THE CABLES. ENSURE THAT ALL SHARP EDGES ARE
COVERED TO PROTECT THE CABLES FROM DAMAGE.
6. ALL CABLE BUNDLES EXITING FLOOR OR WALL PENETRATIONS AND RUNNING INTO FURNITURE
OR CASEWORK MUST BE WRAPPED IN SPIRAL WRAP OR SPLIT-LOOM TUBING TO PROTECT THE
CABLING AND PROVIDE A NEAT INSTALLATION.
7. ALL CABLE OR INNERDUCT MUST RUN PARALLEL OR AT RIGHT ANGLES TO BUILDING WALL
STRUCTURES.
8. IN SUSPENDED CEILING AND RAISED FLOOR AREAS WHERE DUCT, CABLE TRAYS OR CONDUIT
ARE NOT AVAILABLE, CABLE BUNDLES MUST BE SUPPORTED VIA "J" HOOKS ATTACHED TO THE
BUILDING STRUCTURE AND FRAMEWORK AT A MAXIMUM OF FOUR (4) FOOT INTERVALS.
MINIMUM 1” WIDE J-HOOKS MUST BE APPROPRIATELY SIZED TO ALLOW A MINIMUM OF 60%
SPARE CAPACITY FOR FUTURE CABLE INSTALLATION. THE CONTRACTOR MUST INCLUDE ALL
COSTS IN BASE BID FOR ANY ADDITIONAL SUPPORTS/SEISMIC BRACING REQUIRED BY THE
LOCAL AUTHORITY HAVING JURISDICTION.
9. THE CONTRACTOR MUST BUNDLE, IN BUNDLES OF 24 OR LESS, STATION OR OTHER CABLING
WITH 3/4" HOOK AND LOOP STRIPS SIMILAR TO VELCRO "ONE WRAP", TIGHT ENOUGH TO HOLD
THE BUNDLE TOGETHER IN A CYLINDRICAL SHAPE, BUT NOT SO TIGHT AS TO DEFORM THE
CABLE GEOMETRY. IT MUST BE POSSIBLE TO COMPLETELY ROTATE ALL HOOK AND LOOP TIES
AROUND ALL CABLE BUNDLES. PLENUM RATED HOOK AND LOOP TIES WILL BE USED IN ANY
PLENUM AREAS.
10. CABLES OR J-HOOKS MUST NOT BE ATTACHED TO LIFT OUT CEILING GRID SUPPORTS OR LAID
DIRECTLY ON THE CEILING GRID.
11. CABLES OR J-HOOKS MUST NOT BE ATTACHED TO OR SUPPORTED BY FIRE SPRINKLER HEADS
OR DELIVERY SYSTEMS OR ANY ENVIRONMENTAL SENSOR LOCATED IN THE CEILING AIR SPACE.
12. WHERE ADDITIONAL CONDUIT(S)/SLEEVE(S) ARE REQUIRED, BUT NOT PROVIDED BY THE
ELECTRICAL CONTRACTOR, THE SCS AND/OR LV CONTRACTOR MUST BE RESPONSIBLE TO
PROVIDE SUCH CONDUIT(S)/SLEEVE(S). CONDUIT(S) AND SLEEVE(S) MUST BE OF SUITABLE
MATERIAL, SIZED, INSTALLED, FIRE-STOPPED, AND GROUNDED AS REQUIRED BY THE NEC 2020,
ANSI/TIA-569-E STANDARD AND ALL OTHER APPLICABLE CODES AND STANDARDS. SLEEVES
MUST CONSIST OF METALLIC CONDUIT DE-BURRED AND GROMMETTED ON BOTH ENDS WITH
FLANGES OR OTHER MEANS TO PREVENT THE SLEEVE FROM SLIPPING OR FALLING OUT OF THE
PARTITION. SLEEVES MUST EXTEND A MINIMUM OF 6" ON BOTH SIDES OF THE PARTITION.
OUTSIDE PERIMETER OF SLEEVES MUST BE SEALED AGAINST SOUND, AIR, WATER, HEAT, OR AS
REQUIRED BY PARTITION DESIGN. INSIDE OF SLEEVE MUST BE SEALED SIMILARLY AFTER
INSTALLATION OF ALL CABLING. CABLES MUST BE INDEPENDENTLY SUPPORTED ON EITHER
SIDE OF THE SLEEVE. SLEEVES MUST NOT BE USED AS CABLE SUPPORTS. ANY CONDUIT(S)
AND SLEEVE(S) ADDED BY THE SCS CONTRACTOR MUST BE APPROVED BY THE OWNERS
REPRESENTATIVE PRIOR TO ROUGH-IN.
13. IN THE EVENT CONTRACTOR IS REQUIRED TO REMOVE CEILING TILES, SUCH WORK MUST NOT
BREAK OR DISTURB GRID. REMOVAL OF THE CEILING GRID MUST BE COORDINATED WITH THE
OWNERS REPRESENTATIVE. ALL INSULATION MUST BE REPLACED IN ITS ORIGINAL LOCATION.
--CONTINUED--
14. THE NUMBER OF CABLES IN EACH CONDUIT MUST BE CONTROLLED TO ALLOW FOR FUTURE
CABLE INSTALLATION AND TO STAY WITHIN THE MANUFACTURER'S MAXIMUM ALLOWABLE
CABLE PULLING TENSION. CONDUIT FILL RATIOS MUST NOT EXCEED THE CURRENT
REQUIREMENTS OF THE NEC 2020, ANSI/TIA-569-E, REFERENCE SECTION B.2, TABLES 1 AND 2
OF THIS DOCUMENT FOR ADDITIONAL REQUIREMENTS.
15. CONDUITS:
• ALL BACKBONE CABLING WILL RUN THROUGH DEDICATED CONDUITS.
• ALL NEW CONDUITS WILL BE SUPPLIED WITH A PULL STRING BY THE ELECTRICAL
CONTRACTOR.
• EXISTING CONDUITS MUST BE PROVEN TO BE CLEAR BY THE SCS AND/OR LV CONTRACTOR
PRIOR TO PULLING OF CABLES.
• SCS AND/OR LV CONTRACTOR MUST SUPPLY PULL STRING AND PULL ROPE FOR THE
INSTALLATION OF ALL CABLES IN EXISTING CONDUITS.
• FOR ALL CONDUITS LEFT WITH AVAILABLE CAPACITY, SCS AND/OR LV CONTRACTOR MUST
REPLACE PULL STRINGS DURING THE COURSE OF WORK.
• SCS AND/OR LV CONTRACTOR MUST SEAL ALL CONDUITS WITH AN APPROVED SEALING
COMPOUND.
D. TELECOMMUNICATION GROUNDING SYSTEM NOTES.
1. THE ELECTRICAL CONTRACTOR MUST PROVIDE A TELECOMMUNICATION GROUNDING BUSSBAR (PBB)
AND TELECOMMUNICATION BONDING BACKBONE (SBB) CABLE(S) AT EACH MDF ROOM AND IDF
LOCATION. TERMINATE THE SBB ON GROUND BARS LOCATED AT EACH MDF ROOM AND IDF CABINET
FROM BUILDING STEEL OR MAIN ELECTRICAL GROUND, OR AS OTHERWISE INDICATED ON THE
DRAWINGS.
2. THE SCS CONTRACTOR MUST UTILIZE A TELECOMMUNICATIONS BONDING BACKBONE (SBB) AS
INDICATED IN THE DRAWINGS. GROUNDING MUST BE IN ACCORDANCE WITH THE NEC 2020,
ANSI/TIA-607-E.1 AND ALL LOCAL CODES AND PRACTICES.
3. THE SCS CONTRACTOR MUST BE RESPONSIBLE FOR BONDING ALL METALLIC SHEATH
COMMUNICATIONS CABLES ENTERING THE BUILDING PER MANUFACTURER SPECIFICATIONS AND NEC
770-33, 800-33 AND 800-40. ALL GROUNDS MUST CONSIST OF A COLOR GREEN #6-AWG COPPER WIRE
AND MUST BE SUPPLIED FROM AN APPROVED BUILDING GROUND AND BONDED TO THE MAIN
ELECTRICAL GROUND. ALL CABLE SHEATHS AND SPLICE CASES MUST BE GROUNDED TO A
TELECOMMUNICATIONS GROUND BUS.
4. THE SCS CONTRACTOR MUST PROVIDE GROUNDING AND BONDING FROM ALL HORIZONTAL
EQUIPMENT INCLUDING DISTRIBUTION AND CROSS CONNECT FRAMES, PATCH PANELS, CABLE TRAYS,
EQUIPMENT RACKS, LADDER TRAYS, CONDUITS, ACTIVE TELECOMMUNICATION EQUIPMENT, SLEEVES,
TEST APPARATUS. EQUIPMENT MUST BE BONDED TO THE SBB GROUND BARS UTILIZING A #6-AWG
GREEN CONDUCTOR WITH 2-HOLE LONG BARREL COMPRESSION GROUNDING LUGS.
a. EACH EQUIPMENT CABINET AND RACK REQUIRES ITS OWN DEDICATED RACK GROUNDING BUSBAR
(RGB) WITH A BONDING CONNECTION TO THE GROUNDING INFRASTRUCTURE. THE GROUNDING
INFRASTRUCTURE CONSIST OF A SBB, BY PROVIDING EVERY RACK/CABINET WITH ITS OWN
DEDICATED #6 AWG (MIN.) GREEN CONDUCTORS BACK TO THE TMGB (TELECOMMUNICATIONS MAIN
GROUNDING BUSBAR) / PBB (PRIMARY BUS BAR). ALL GROUND CONDUCTOR ATTACHMENTS MUST
UTILIZE 2-HOLE LONG BARREL COMPRESSION LUGS.
b. HORIZONTAL CABLES MUST BE GROUNDED IN COMPLIANCE WITH NFPA 70 (NEC) AND LOCAL
REQUIREMENTS AND PRACTICES.
c. IN RAISED-FLOOR ENVIRONMENTS, THE GROUND CONDUCTOR MUST ATTACH TO THE LOWEST
HOLES ON THE FRONT RAIL OF EACH RACK/CABINET.
d. RACK MOUNTED EQUIPMENT MUST BE GROUNDED VIA THE CHASSIS, IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
e. BONDING OF LADDER RACK SECTIONS:
ATTACH BONDING STRAPS TO EACH LADDER RACK SECTION BY UTILIZING EITHER TWO (2) TRI-
LOBULAR THREAD-FORMING SCREWS (NOT SELF-TAPPING OR SHEET METAL SCREWS) OR BY
USING TWO (2) STANDARD BOLTS WITH TWO (2) "TYPE B" INTERNAL / EXTERNAL TOOTH LOCK
WASHERS PER BOLT. IF THREAD-FORMING SCREWS ARE NOT USED, REMOVE PAINT AT EACH
CONNECTION POINT AND USE AN APPROVED ANTI-OXIDANT PRIOR TO ATTACHING THE BONDING
STRAP.
E. TERMINAL BACKBOARDS NOTES.
1. WHERE INDICATED ON DRAWINGS, ELECTRICAL CONTRACTOR TO PROVIDE NEW PLYWOOD TERMINAL
BACKBOARDS. USE DOUGLAS FIR PLYWOOD, INTERIOR A/C GRADE, FINISHED ONE SIDE AND PRIME
COAT PAINTED ON ALL SURFACES WITH A FINISH COAT OF FIRE RETARDANT WHITE ENAMEL. ON EACH
PLYWOOD SHEET LEAVE ONE (1) FIRE MARSHAL STAMP UNPAINTED FOR INSPECTION. UNLESS
OTHERWISE INDICATED, USE 8'-0" HIGH X LENGTH AS SHOWN ON DRAWINGS X 3/4" THICK PLYWOOD.
REFERENCE BACKBOARD ELEVATIONS FOR MORE INFORMATION.
F. PENETRATIONS OF WALLS, FLOORS AND CEILINGS NOTES.
1. UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS, THE CONTRACTOR MUST MAKE NO PENETRATION
OF FLOORS, WALLS OR CEILING WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNERS
REPRESENTATIVE.
2. WALL PENETRATIONS:
a. THE SCS AND/OR LV CONTRACTOR MUST PROVIDE FIRE STOPPING FOR ALL COMMUNICATIONS
RATED (AND IN SOME CASES NON-RATED, THAT WILL BE DESCRIBED BELOW THIS SECTION)
PATHWAYS AND SPACES. THESE FIRE STOPPING DEVICES MUST CONFORM TO (BUT NOT LIMITED
TO) UL 1479, ASTM E814, BICSI TDMM, FIRE STOPPING, ANSI/TIA-568.0-E, ANSI/TIA-569-E,
ANSI/TIA-569 ANNEX A AND TDMM 14TH EDITION - FIRESTOPPING CHAPTER, STANDARD FOR
INSTALLING COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING, SECTION 5, CLAUSE 5.1
THROUGH 5.2.3, MANUFACTURES GUIDELINES OR OTHER PREVAILING CODE AND MUST BE AN
APPROVED UL LISTED SYSTEM.
--CONTINUED--
b. CABLE TRAY FIRE-STOPPING MUST UTILIZE THE MULTI GANG FIRE-STOPPING SYSTEM THAT WILL
BE ABLE TO STACK THE UNITS HORIZONTALLY AND/OR VERTICALLY IF REQUIRED DUE TO CURRENT
AND/OR FUTURE CABLING DESIGNS.
c. THE CONTRACTOR MUST INSTALL PENETRATION FIRE-STOP SEAL MATERIALS IN ACCORDANCE
WITH DESIGN REQUIREMENTS, AND MANUFACTURER'S INSTRUCTIONS.
d. THE CONTRACTOR'S INSTALLER MUST BE CERTIFIED, LICENSED OR OTHERWISE QUALIFIED BY THE
FIRE-STOPPING MANUFACTURER AS HAVING BEEN PROVIDED THE NECESSARY TRAINING TO
INSTALL MANUFACTURER'S PRODUCTS PER SPECIFIED REQUIREMENTS.
e. ALL THROUGH-PENETRATION MUST BE A MANUFACTURED, UL CLASSIFIED, FIRE-STOP DEVICE /
SYSTEM DESIGNED TO ALLOW CABLES TO PENETRATE FIRE-RATED WALLS WITH A BUILT-IN FIRE
SEALING SYSTEM THAT AUTOMATICALLY ADJUSTS TO THE AMOUNT OF CABLES INSTALLED. THE
FIRE-STOPPING DEVICE MUST BE CAPABLE OF INSTALLATION IN NEW CONSTRUCTION OR
RETROFIT IN EXISTING STRUCTURES.
f. THE CONTRACTOR MUST NOT USE CONCRETE OR OTHER NON-REMOVABLE SUBSTANCE FOR FIRE
STOPPING ON CABLE TRAYS, WIREWAYS OR CONDUITS. CONTRACTORS WHO USE THIS METHOD
WILL BE REQUIRED TO REPLACE ALL CABLES AFFECTED AND PROVIDE THE ORIGINAL SPECIFIED
ACCESS TO EACH EFFECTED AREA. THIS REQUIREMENT ALSO APPLIES TO MAINTAINING FIRE
RATINGS OF ALL FLOORS PENETRATED BY CONDUITS OR DEVICES DESIGNATED FOR USE BY VOICE
AND DATA CABLING.
g. ANY PENETRATIONS THROUGH FIRE-RATED WALLS FOR CABLE PATHWAYS / CABLES MUST BE
SEALED BY USE OF A NON-PERMANENT FIRE BLANKET OR OTHER METHOD IN COMPLIANCE. THE
CONTRACTOR MUST USE FIRE STOPPING ON CABLE TRAYS, WIREWAYS AND CONDUITS EITHER
VERTICAL OR HORIZONTAL. FOUR DIFFERENT METHODS OF FIRE-STOPPING HAVE BEEN IDENTIFIED
FOR THE HORIZONTAL THROUGH PENETRATIONS BETWEEN WALLS, RATED, RATED WITH ACOUSTIC
PROPERTIES, NON-RATED, AND NON-RATED WITH ACOUSTIC PROPERTIES. BELOW ARE METHODS
TO ACCOMPLISH THESE DIFFERENT TYPES:
• SEALING OF RATED OPENINGS BETWEEN FLOORS OR THROUGH RATED WALLS, WHETHER
EXISTING OR CREATED BY THE CONTRACTOR FOR PLACEMENT OF CABLE MUST BE THE
RESPONSIBILITY OF THE CONTRACTOR. SEALING MATERIAL AND APPLICATION MUST BE AN
APPROVED UL LISTED SYSTEM AND MUST BE ACCOMPLISHED IN SUCH A MANNER THAT IS
ACCEPTABLE TO THE LOCAL FIRE AND BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS
WORK. CREATION OF SUCH OPENINGS AS ARE NECESSARY FOR CABLE PASSAGE BETWEEN
LOCATIONS AS SHOWN ON THE DRAWINGS MUST BE THE RESPONSIBILITY OF THE
CONTRACTOR. ANY OPENINGS CREATED BY OR FOR THE CONTRACTOR AND LEFT UNUSED
MUST ALSO BE SEALED AS PART OF THIS WORK.
• RATED WALLS WITH THROUGH PENETRATIONS WITH ACOUSTIC PROPERTIES MUST BE
INSTALLED WITH FACTORY MANUFACTURED DEVICE. SUCH AS A STI "EZ PATH" OR WIREMOLD
"FLAMESTOPPER" OR EQUAL. THE TYPICAL STC RATING IS TO BE EQUAL TO OR GREATER THAN
THE WALL PENETRATED, (AVG IS A RATING OF 44 STC PER UBC RATINGS).
• NON-RATED PATHWAY, ALTHOUGH NOT REQUIRED TO BE FIRE-STOPPED, MUST BE A
MANUFACTURED DEVICE THAT WILL ALLOW FIRE-STOPPING TO BE INSTALLED IN THE FUTURE IF
REQUIRED, (I.E. WIREMOLD “FLAMESTOPPER” OR EQUAL).
• A NON-RATED PATHWAY WITH ACOUSTIC PROPERTIES CAN BE FOUND IN AREAS SUCH AS,
CONFERENCE ROOMS, HUMAN RESOURCE OFFICES, MEDICAL EXAMINATION ROOMS ETC.
THESE ROOMS REQUIRE TO LIMIT THE AMOUNT OF AMBIENT NOISE THAT CAN TRAVEL FROM
ONE ROOM TO THE OTHER THROUGH THE CEILING GRID. IF THIS WALL IS PENETRATED, INSTALL
A SYSTEM THAT WILL RE-ESTABLISH THE STC RATING OF THE WALL, THE TYPICAL STC RATING IS
AN AVERAGE OF 44 STC PER UBC RATINGS.
-CONTINUED--
23. LADDER RACK MUST BE PLACED IN MDF AND IDF(S) AS SHOWN ON DRAWINGS AND AS
REQUIRED TO PROPERLY SECURE CABLES AND WIRE.
24. A BACKBONE CABLE ASSIGNMENT RECORD SHEET MUST BE PREPARED (TYPED) PRIOR TO
START OF ACCEPTANCE TESTING. ALL FLOOR PLANS MUST BE NEATLY HAND NOTED WITH
STATION JACK NUMBER AND CABLE LENGTH.
25. ALL CABLES MUST BE CLEARLY LABELED WITH CABLE NUMBERS, PAIR ASSIGNMENTS AND
DESIGNATION.
26. ALL CABLE TRAYS, LADDER RACKS, CONDUITS, EQUIPMENT RACKS, PROTECTOR PANELS,
AND CABLE SHEATHS MUST BE BONDED & GROUNDED TO EQUIPMENT GROUND WITH #6
WIRE (MIN.)
27. ALL SPLICES MUST BE CONTAINED WITHIN AN APPROVED SPLICE CASE DESIGNED FOR
MULTIPLE CLOSURE.
28. ALL SPLICES MUST UTILIZE 3M 710 MODULES. ALL CABLES MUST BE EQUIPPED TO PROVIDE
A CONTINUOUS BOUND OF CABLE SHIELDS THROUGH ALL SPLICES.
29. PULL TAPES MUST BE PLACED IN ALL VACANT CONDUITS.
30. ALL WORK MUST BE COMPLETED IN A NEAT AND PROFESSIONAL MANNER. THE WORK SITE
MUST BE KEPT CLEAN AND ALL DAMAGE TO OWNER'S PROPERTY REPAIRED.
31. THE CONTRACTOR MUST BE RESPONSIBLE FOR CONDUCTING A FINAL CLEANUP OF THE
WORK SITE PRIOR TO FINAL SYSTEM ACCEPTANCE.
32. CONTRACTOR MUST REMOVE ALL COPPER, FIBER AND COAXIAL CABLES ABANDONED IN
CONDUIT, CEILINGS AND WALLS PER NEC. CABLE MUST INCLUDE ALL INTRABUILDING, RISER
SYSTEMS AND STATION CABLES FOR ALL LOW
VOLTAGE/TELECOMMUNICATION/STRUCTURED CABLING SYSTEMS.
33. CONTRACTOR(S) MUST VERIFY ALL SITE CONDITIONS PRIOR TO BID.
34. IN ACCESSIBLE CEILING SPACES;
a. THE ELECTRICAL CONTRACTOR MUST PROVIDE THE REQUIRED STUB UP(S) / OUT(S) AND
BOXES WITH MUD-RINGS TO THE NEAREST ACCESSIBLE CEILING SPACE AND / OR
NEAREST TELECOMMUNICATION PATHWAY INFRASTRUCTURE, REFERENCE PLANS AND
SPECIFICATION FOR MORE INFORMATION.
b. THE DESIGNATED SCS / TELECOMMUNICATION CONTRACTOR(S) MUST PROVIDE A J-HOOK
PATHWAY SYSTEM AND REQUIRED SLEEVES. DO NOT USE CEILING TILE WIRE HANGERS,
WATER OR ELECTRICAL PIPES, OR LIGHT FIXTURES TO HANG CABLE. CABLE MUST BE A
MINIMUM OF 6 INCHES ABOVE THE CEILING TILE AND MUST NOT COME WITHIN TWELVE
INCHES OF A LIGHT FIXTURE.
• THE SCS / TELECOMMUNICATION CONTRACTOR WILL PROVIDE THE PATHWAY
REQUIRED FOR THE STRUCTURE CABLING SYSTEMS.
• THE DESIGNATED LOW VOLTAGE / TELECOMMUNICATION CONTRACTOR(S) FOR EACH
SUB-SYSTEM WILL PROVIDE THE PATHWAY REQUIRED FOR THE SYSTEMS, OUTSIDE
WHAT IS CONSIDERED THE STRUCTURED CABLING SYSTEM.
35. IN INACCESSIBLE AND HARD LID CEILING SPACES;
a. THE ELECTRICAL CONTRACTOR MUST PROVIDE ALL CONDUIT PATHWAYS, BOXES ETC.
FOR A COMPLETE SYSTEM FROM THE MDF ROOM, IDF ROOM(S), IDF CABINET(S), AND ALL
OTHER LOW VOLTAGE / TELECOMMUNICATION SYSTEMS HEADEND, CABINETS, TERMINAL
CABINETS, ETC. TO THE POINT OF TERMINATION AT THE STATION END LOCATION PER
PLANS AND SPECIFICATION.
--END--
G. CONTRACTOR(S) GUIDELINES.
1. ALL TELECOMMUNICATION WORK MUST COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL
CODES. WHERE THE CONSTRUCTION DOCUMENTS INDICATE MORE RESTRICTIVE REQUIREMENTS,
THE DOCUMENTS MUST GOVERN BUT THE CONSTRUCTION DOCUMENTS MUST NOT BE INTERPRETED
AS AUTHORITY TO VIOLATE ANY CODE OR REGULATION.
2. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR
SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE, CODE OR SPECIFICATION WHICH
PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD MUST
PREVAIL.
3. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE MIS-DESCRIPTION OF DETAILS OF
WORK WHICH ARE CLEAR AND NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND
SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, MUST NOT RELIEVE THE CONTRACTOR
FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK BUT THEY MUST BE
PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
SPECIFICATIONS.
4. THE CONTRACTOR MUST CHECK ALL DRAWINGS FURNISHED, IMMEDIATELY UPON THEIR RECEIPT AND
MUST PROMPTLY NOTIFY THE OWNER OF ANY DISCREPANCIES.
5. ALL MATERIALS AND EQUIPMENT MUST BE NEW AND MUST BEAR THE UNDERWRITERS LABEL (UL) AND
MUST BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.
6. THE CONTRACTOR MUST NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER
WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER.
7. ALL CHANGES TO STRUCTURES (BUILDING, DRILLING, CORING, ETC.) NOT SHOWN ON THE DRAWINGS
MUST BE APPROVED IN WRITING BY STRUCTURAL ENGINEER.
8. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE TELECOM DRAWINGS ARE ESSENTIALLY
DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT IS SHOWN TO SCALE WHEREVER POSSIBLE.
THE CONTRACTOR MUST VERIFY ALL CONDITIONS, DATA INFORMATION AS INDICATED ON THE
DRAWINGS AND IN THE SPECIFICATION SECTIONS WHERE SCS AND LOW VOLTAGE WORK
INTERFACES WITH OTHER TRADES.
9. THE CONTRACTOR MUST MAINTAIN AS-BUILT DRAWINGS TO REFLECT ALL CHANGES MADE DURING
CONSTRUCTION AND ANY DEVIATIONS FROM THE ELECTRICAL AND TELECOMMUNICATION DRAWINGS.
THIS INCLUDES DEVIATIONS FROM OUTLET NUMBERS AND ANY ADDITION, DELETION OR RELOCATION
OF OUTLETS SHOWN ON WORKING DRAWINGS, PATHWAY ADDITIONS, DELETIONS OR RELOCATIONS.
THE CONTRACTOR MUST AFTER COMPLETION OF JOB, PROVIDE THE OWNER AN ELECTRONIC AND
HARD COPY OF AS-BUILT WORK.
10. ANY DEVIATIONS FROM PLANS OR SPECS MUST BE APPROVED IN WRITING BY THE OWNER'S
REPRESENTATIVE.
11. ALL FOOTAGES ON DRAWINGS ARE ESTIMATED AND MUST BE VERIFIED BY CONTRACTOR PRIOR TO
ORDERING MATERIAL.
12. ALL STATION CABLES MUST BE NEATLY DRESSED AND SECURED EVERY FIVE FEET AT A MINIMUM.
13. THE CONTRACTOR MUST BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILING TILE
INCLUDING REPLACEMENT OF BROKEN OR DAMAGED TILES.
14. ALL LOCATIONS PASSING THROUGH A FIRE OR A SMOKE BARRIER MUST BE FIRE STOPPED USING
APPROVED (UL CLASSIFIED) FIRE STOP SYSTEM, INSTALLED PER THE MANUFACTURER'S
INSTRUCTIONS AND PROPERLY LABELED.
15. CONDUIT MUST BE FILLED TO MAXIMUM CAPACITY (PER CODE, STANDARDS, AND NORMS) BEFORE
UTILIZING ANOTHER VACANT CONDUIT.
16. ALL STATION OUTLETS AND TERMINALS MUST BE PROPERLY IDENTIFIED USING THE OWNER'S
STANDARD INTERNAL DISTRIBUTION NUMBERING SCHEME. ALL LABELS MUST BE PREPRINTED OR
TYPED.
17. EACH BACKBONE RISER AND/OR OSP CABLE MUST BE EQUIPPED WITH A PERMANENT LABEL
INDICATING CABLE TYPE, PAIR OR OPTIC COUNTS, DISTANT ENDS, AND CABLE LENGTH. BOTH ENDS
OF EACH CABLE AND AT EVERY MAINTENANCE HOLE, HAND HOLE, AND PULL BOX, MUST BE SO
LABELED.
18. FIBER BACKBONE CABLE MUST BE PLACED WITH 6 FOOT MAINTENANCE LOOP AT BOTH ENDS OF THE
RUN. THE MAINTENANCE LOOP MUST BE SECURED IN SUCH A MANNER TO PROVIDE PROTECTION
DURING SUBSEQUENT CABLE PULLS.
19. ALL STATION CABLES/OUTLETS MUST BE TESTED AND DOCUMENTED USING A PAIR SCANNER
SPECIFICALLY DESIGNED TO TEST THE TYPE OF CABLE INSTALLED (E.G. CATEGORY 6A). TEST
RESULTS MUST BE ONE PAGE PER AND NOTED WITH THE STATION/JACK NUMBERING SCHEME THAT IS
STANDARDIZED FOR THE OWNER.
20. ALL FIBER OPTIC STATION AND RISER CABLE MUST BE TESTED END-TO-END AND THE RESULTS (LOSS
IN dB) NOTED ON A SEPARATE TYPED SHEET.
21. AFTER STATION CABLE IS TESTED AND DOCUMENTED, ONE PAIR FROM EACH VOICE STATION MUST
BE CROSS CONNECTED THROUGH EACH CLOSET BACK TO THE MAIN DISTRIBUTION FRAME.
TELEPHONE NUMBER ASSIGNMENTS FOR EACH JACK MUST BE APPROVED BY THE TELECOM STAFF
PRIOR TO IMPLEMENTATION. A WRITTEN RECORD OF ALL CROSS CONNECT ASSIGNMENTS WILL BE
PROVIDED TO THE OWNER BY THE SCS CONTRACTOR.
22. FIBER CABLES MUST BE SPLICED TOGETHER USING A FUSION SPLICE AND PLACED IN A FIBER SPLICE
CASE THAT IS RE-ENTERABLE, FULLY DRESSED AND ENCLOSED TO FIT THE NUMBER AND TYPE OF
CABLES TERMINATED.
--CONTINUED--
1. THE LOCATIONS AND ELEVATIONS OF TECHNOLOGY DEVICES SHOWN ON THESE DRAWINGS
ARE SCHEMATIC UNLESS ACTUAL DIMENSIONS ARE SHOWN ON THE DRAWINGS. REFER TO
THE ARCHITECTURAL PLANS AND OBTAIN THE APPROVAL OF THE ARCHITECT FOR THE
ACTUAL LOCATIONS AND ELEVATIONS OF ALL DEVICES.
2. CONTRACTOR MUST ENSURE THAT ALL MOUNTING HEIGHTS COMPLY WITH CURRENT ADA
REQUIREMENTS.
3. ABOVE COUNTER DEVICES MUST BE MOUNTED 8" ABOVE COUNTER OR A MAXIMUM OF 44"
AFF (TO TOP OF DEVICE).
4. PROVIDE SUPPORTS AND ANCHORING FOR PIPING, CONDUIT, DUCTS, EQUIPMENT, AND
OTHER NON-STRUCTURAL ELEMENTS. SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
5. FIRESTOPPING:
ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS AND CONDUIT/SLEEVE
OPENINGS MUST BE SEALED WITH UL LISTED MATERIAL CAPABLE OF PREVENTING THE
PASSAGE OF FLAMES, HOT GASSES AND SMOKE WHEN SUBJECTED TO THE REQUIREMENTS
OF THE TEST STANDARD SPECIFIC FOR APPLICABLE CODES.
6. ALL COMMUNICATIONS CONDUIT, CABLE TRAYS, LADDER RACKS AND EQUIPMENT RACKS
MUST BE BONDED TO BUILDING GROUND SYSTEM PER NEC 250 AND ANSI/TIA-607-E.1.
7. LABEL ALL CLOSETS, RACKS, FRAMES, CABINETS, TERMINATION BLOCKS, CABLES,
TERMINATIONS, RACEWAYS, ETC. IN ACCORDANCE WITH ANSI/TIA-606-E.
8. ALL COMMUNICATIONS RACEWAYS AND PATHWAYS MUST BE INSTALLED TO MINIMIZE
UNNECESSARY CABLE LENGTHS AND MAINTAIN INDUSTRY STANDARD LENGTH LIMITATIONS
FOR HORIZONTAL CABLE DISTRIBUTION (E.G CAT.6). BASIC LINK CABLE LENGTH MUST NOT
EXCEED 295 FT (90M) FOR UTP CABLE, 150 FT (45M) FOR SERIES-6 COAXIAL CABLE.
9. ALL COMMUNICATIONS CABLE MUST BE PLENUM RATED (CMP), RISER RATED (CMR) AND
UNDERGROUND RATED (WATERBLOCK) ACCORDING TO USE AND ENVIRONMENTAL
CONDITIONS.
10. PROVIDE PROTECTIVE BUSHINGS ON ALL COMMUNICATIONS CONDUITS AND WHERE
CABLING ROUTES THROUGH METAL STUDS.
11. ALL NON-ARMORED FIBER OPTIC CABLE MUST BE INSTALLED IN APPROVED INNERDUCT.
12. ALWAYS INSTALL LOW-VOLTAGE CABLES IN CONDUITS, CABLE TRAYS, WIREWAYS OR
OTHER APPROVED CABLE MANAGEMENT DEVICES OR SYSTEMS. NEVER INSTALL CABLES IN
SUCH A MANNER THAT THEY ARE SUPPORTED BY CEILING SYSTEMS (CEILING TILE OR GRID,
GYPSUM BOARD, LATH & PLASTER), HVAC DUCTS OR PIPES, LIGHTING FIXTURES,
ELECTRICAL CONDUITS OR CABLES, PLUMBING/FIRE PROTECTION PIPES, OR ANY OTHER
DEVICES NOT INTENDED FOR THE SUPPORT OF LOW-VOLTAGE CABLING.
13. EXPOSED LOW-VOLTAGE CABLES MUST NOT BE PAINTED. ANY PAINTED CABLES MUST BE
REMOVED AND REPLACED WITH NEW CABLES.
14. PROVIDE WEATHERPROOF, IN-USE COVER FOR EXTERIOR DATA DEVICES.
15. ALL CABLE TRAY MOUNTING HEIGHTS INDICATED ON FLOOR PLANS ARE TO THE BOTTOM
OF CABLE TRAY SUPPORTS.
16. SEISMIC BRACING FOR ALL CABLE TRAYS MUST BE PROVIDED AS REQUIRED BY CODE,
LOCAL GOVERNING JURISDICTION AND CABLE TRAY MANUFACTURER SPECIFICATIONS.
17. ALL CABLE TRAY ROUTING THROUGH ELECTRICAL ROOMS MUST BE FULLY ENCLOSED.
REFER TO CABLE TRAY DETAILS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
18. CABLE TRAY AND CABLE ROUTING ARE INTENDED TO SUPPORT ALL TYPES OF
TELECOMMUNICATIONS CABLING AS DEFINED IN TIA-569-E.
19. RACEWAYS AND CABLE MUST BE RUN CONCEALED IN FINISHED SPACES UNLESS
OTHERWISE INDICATED.
20. ALL TELECOM CABLING IN EXPOSED CEILING SPACES MUST BE IN CONDUIT. ALL CONDUIT
IN LOBBIES, VESTIBULES, OPEN OFFICE SPACES, ETC. MUST BE CONCEALED IN PIPE
COLUMNS, CURTAIL-WALL MULLIONS AND RECESSED ALONG BEAMS.
21. REUSABLE VELCRO TIES MUST BE USED TO BUNDLE OR MANAGE CABLES. PLASTIC ZIP TIES
ARE NOT APPROVED FOR USE.
22. SIZE AND ORIENTATION OF ALL TELECOM PULL-BOXES MUST MEET OR EXCEED THE BICSI
TDMM REQUIREMENTS.
23. ALL LOW-VOLTAGE CONDUIT LARGER THAN 2" MUST HAVE A MINIMUM BEND RADIUS OF 10
TIMES THE INSIDE DIAMETER FOR ALL ELBOWS. ALL LOW-VOLTAGE CONDUIT 2" AND
SMALLER MUST HAVE A MINIMUM BEND RADIUS OF 6 TIMES OF THE INSIDE DIAMETER FOR
ALL ELBOWS.
24. ALL CONDUITS MUST BE INSTALLED WITH PULL-MULE TAPE, 1/2-INCH WIDE, RATED FOR
1250 LBS WITH FOOTAGE MARKS.
25. THE TELECOMMUNICATIONS CONTRACTOR RESPONSIBLE FOR ALL OF THE WORK
DESCRIBED IN THESE CONTRACT DRAWINGS AND SPECIFICATIONS MUST BE REFERRED TO
THROUGHOUT THESE DOCUMENTS AS THE 'CONTRACTOR'.
26. THE CONTRACTOR MUST ADHERE TO ALL BUILDING RULES AND REGULATIONS.
TELECOM GENERAL NOTES
27. THESE COMMUNICATIONS DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE
COMMUNICATIONS SPECIFICATION DOCUMENTS, SHOULD THERE BE ANY DISCREPANCIES
BETWEEN THE DRAWINGS AND THE SPECIFICATIONS. THE CONTRACTOR MUST BRING IT TO
THE IMMEDIATE ATTENTION OF THE CONSTRUCTION MANAGER.
28. THE CONTRACTOR MUST BE RESPONSIBLE FOR REPORTING ANY DISCREPANCIES
BETWEEN THESE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS, ANY
DISCREPANCIES ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
CONSTRUCTION MANAGER.
29. ALL CONDUITS AND SLEEVES DESIGNATED FOR COMMUNICATIONS USE, WHETHER THEY
ARE UTILIZED BY THE CONTRACTOR OR NOT, MUST BE FIRE STOPPED.
30. THE CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND
DRAWINGS. FURTHERMORE, THE CONTRACTOR MUST COORDINATE THE SEQUENCE OF
WORK WITH THE CONSTRUCTION MANAGER.
31. BACKBOXES, CONDUITS, STUB-UPS, AND CABLE TRAY OUTSIDE THE TELECOM ROOMS
MUST BE PROVIDED BY ELECTRICAL CONTRACTOR.
32. CABLE TRAY INSIDE THE TELECOM ROOMS MUST BE PROVIDED BY THE SCS/LV
CONTRACTOR.
33. THE ENTIRE CABLE PLANT MUST BE TESTED AS OUTLINED IN THE SPECIFICATIONS.
34. REFER TO THE SPECIFICATIONS FOR ADDITIONAL ABBREVIATIONS AND ACRONYMS.
35. THE CONTRACTOR MUST PROVIDE ALL CABLE, HARDWARE AND EQUIPMENT SHOWN ON
THESE DRAWINGS EXCEPT WHERE OTHERWISE NOTED.
36. THE CONTRACT DRAWINGS OF ALL TRADES INCLUDING ARCHITECTURAL, STRUCTURAL,
HVAC, ELECTRICAL, PLUMBING, COMM, SECURITY ETC ARE PART OF THIS PACKAGE. THE
TELECOMMUNICATIONS CONTRACTOR MUST REVIEW THE DRAWINGS OF ALL OTHER
TRADES AND OBTAIN PERTINENT INFORMATION THAT PERTAINS TO THE TELECOM WORK
AND IS SHOWN OR INDICATED ON OTHER TRADE DRAWINGS. NO EXTRAS WILL BE
PERMITTED DUE TO THE FAILURE OF THE CONTRACTOR TO COMPLY WITH THIS
REQUIREMENT. AFTER REVIEW OF ALL DOCUMENTS IF THE CONTRACTOR FEELS
SOMETHING IS NOT IN THEIR SCOPE OF WORK, CONTRACTOR MUST TAKE EXCEPTION
DURING BID SUBMISSION AND CLEARLY INDICATE THE SCOPE OF WORK FOR WHICH
CONTRACTOR IS TAKING THE EXCEPTION.
37. THE CONTRACTOR MUST MAINTAIN A RUNNING UPDATE OF ALL FIELD OR CONTRACT
DOCUMENT CHANGES AND UPDATE THEIR "AS BUILT" DRAWINGS AS AN ONGOING
PROCESS.
38. ALL EQUIPMENT, CABLING. RACEWAY, ETC, MUST BE GROUNDED IN ACCORDANCE WITH
THE SPECIFICATIONS. PROVIDE GROUND CONDUCTORS, GROUND CLAMPS, COMPRESSION
TAPS, LUGS, ETC, AS REQUIRED FOR CONNECTION TO THE TELECOMMUNICATIONS
GROUNDING AND BONDING SYSTEM (AS REQUIRED). TELECOMMUNICATIONS GROUNDING
AND BONDING SYSTEM MUST BE PROVIDED BY DIVISION 26, INCLUDING BUT NOT LIMITED
TO: BONDING CONDUCTOR FOR TELECOMMUNICATIONS, TELECOMMUNICATIONS
GROUNDING BUSBAR, TELECOMMUNICATIONS BONDING BACKBONE, GROUNDING
EQUALIZER AND BONDING CONDUCTORS TO BUILDING STEEL (WHERE APPLICABLE), POWER
PANELS (WHERE APPLICABLE) AND CONDUITS. DIVISION 27 CONTRACTOR TO PROVIDE
PRIMARY AND SECONDARY BUSBARS FOR TELECOMMUNICATIONS ROOMS, AND
COORDINATE WITH DIVISION 26 CONTRACTOR ON THE FINAL LOCATIONS AND BONDING.
39. CONTRACTOR TO COORDINATE WITH SECURITY DRAWINGS, CIVIL AND SITE PLANS FOR
CABLING DISTRIBUTION TO SITE PLAN SECURITY CAMERAS, AND OTHER ELEMENTS.
40. USE PULLBOXES WHEREVER THE BENDS IN A CONDUIT RUN EXCEED 180-DEGREES.
41. TELECOMMUNICATION CONTRACTOR MUST COMPLY WITH ZONE 4 SEISMIC REQUIREMENTS
FOR ALL EQUIPMENT RACKS, CABLE TRAYS, AND ANY OTHER EQUIPMENT THAT REQUIRES
BRACING OR STRUCTURAL SUPPORT, COORDINATE WITH STRUCTURAL ENGINEER FOR
APPROVAL PRIOR TO COMMENCEMENT.
42. COORDINATE WITH BMS CONTRACTOR FOR DATA REQUIREMENTS.
43. UNLESS OTHERWISE NOTED, ALL CONDUIT MUST BE MIN. 1" ELECTROMETALLIC TUBING
(EMT) AND RUN WITHIN WALLS.
44. ALL ETHERNET NETWORK CABLING IS CATEGORY 6A, CMP.
TELECOM GENERAL NOTES CONT.
A. THE LOCAL GENERAL CONTRACTOR (GC) IS RESPONSIBLE FOR CONDUIT RACEWAYS, BACK
BOXES AND TO PROVIDE AND INSTALL NECESSARY DOOR LOCKING HARDWARE (ELECTRICAL
OR OTHER) ELECTRICAL LOCKING HARDWARE TO BE INSTALLED TO THE INSIDE JAMB AND
TESTED PRIOR TO SECURITY CONTRACTORS ARRIVAL. ON SITE, SECURITY CONTRACTOR (SC)
TO PROVIDE IP CAMERA SYSTEMS, REX DEVICES, CARD READERS. AND INSTALLATION
LABOR, INCLUDING FINAL CONNECTIONS. PROGRAMMING AND TESTING.
B. SECURITY CABLING SHALL BE COMPLETED BY THE SECURITY CONTRACTOR DESIGNATED
VENDOR. THE CABLE SHALL BE INSTALLED FROM THE SECURITY CONTROL PANEL TO THE
DOOR THAT IT SERVICES. THERE SHALL BE APPROPRIATE SERVICE LOOP AT EACH END TO
REACH THE FIELD DEVICES, THE CONDUIT REQUIREMENTS ARE LISTED BELOW FOR VARIOUS
DOOR TYPES.
C. THE NETWORK CABLE FOR THE VIDEO CAMERAS IS TO BE TERMINATED AND TESTED PRIOR
TO THE INSTALLATION OF THE CAMERAS. THE HORIZONTAL CABLING SHALL BE TERMINATED
AT THE TELECOM ROOM TO THE PATCH PANEL AND LABELED.
D. THE FIELD END SHALL TERMINATE ON A 8P8C RJ45 OUTLET MOUNTED IN A SINGLE GANG
SURFACE MOUNT BLOCK AND BE LABELED IN THE SAME MANNER AS THE PATCH PANEL. A 10'
PATCH CORD SHALL BE INSTALLED BY SECURITY CONTRACTOR, AND CONNECTED TO THE
NETWORK OUTLET PROVIDED, TO ALLOW FOR THE EXACT PLACEMENT OF THE CAMERA
DEVICES.
E. DOOR HARDWARE AND WIRING TO THE HINGES IS THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR. SECURITY CONTRACTOR SHALL MAKE THE INTERCONNECTIONS OF THE
GENERAL CONTRACTOR PROVIDED LOCKING HARDWARE TO THE ACCESS CONTROL SYSTEM.
F. ACCESS CONTROL SYSTEM & EQUIPMENT SHALL BE INSTALLED, UTILIZING OWNER IT
NETWORK INFRASTRUCTURE STANDARDS, THE ACCESS CONTROL SYSTEMS SHALL BE
INSTALLED IN THE TELECOM ROOM ON A PLYWOOD SHEET UTILIZING A CHASE FOR WIRE
MANAGEMENT PER DRAWINGS, THE IP INFORMATION IS TO BE PROVIDED TO THE SECURITY
CONTRACTOR BY OWNER.
G. VIDEO CAMERAS SHALL BE CONNECTED TO RACK MOUNTED NETWORK SWITCHES IN THE
TELECOM ROOM AND PROVIDED BY THE SECURITY CONTRACTOR, NETWORK SWITCHES
SHALL BE CONNECTED TO THE VIDEO SURVEILLANCE SYSTEM NETWORK VIDEO SERVER IN
THE TELECOMMUNICATIONS ROOM. VIDEO SURVEILLANCE SYSTEM SERVER SHALL BE
CONNECTED TO THE OWNER IT NETWORK.
H. CONDUIT FOR DOOR CONTACT DEVICES SHALL BE 1" EMT CONDUIT.
I. CONDUIT FOR POWER TRANSFER HINGE SHALL BE 1" EMT CONDUIT.
J. CONDUIT FOR SECURITY CAMERA SHALL BE 1" EMT CONDUIT.
K. THE SYSTEM SHALL UTILIZE CARD READERS, BADGES SHALL BE COORDINATED WITH THE
SITE OWNER BY SECURITY CONTRACTOR. ALL ACCESS CONTROL SYSTEM CABLES TO BE
PLENUM RATED.
L. DOOR DETAILS ARE TYPICAL FOR CONDUIT AND BACK BOX EMT REQUIREMENTS. REFER TO
FLOOR PLANS FOR ACTUAL DEVICE LOCATION AT EACH DOOR.
M. ALL JUNCTION BOXES SHALL BE MOUNTED ON THE PROTECTED SIDE OF THE DOOR.
N. WHERE NO FINISHED CEILING EXISTS, JUNCTION BOXES OVER DOORS SHALL BE PLACED AT
LEAST NINE INCHES FROM BOTTOM OF BOX TO TOP OF DOOR AS SPACE PERMITS, BOX
COVER TO BE ACCESSIBLE, COORDINATE LOCATION WITH OTHER TRADES.
O. RECESSED CONTACTS SHALL BE INSTALLED WITHIN SIX INCHES FROM LATCH SIDE OF DOOR.
HANDBOX SHALL BE CENTERED ON CONTACT LOCATION. WIRING FOR DEVICES ON DOUBLE
DOORS SHALL BE RUN THROUGH HOLLOW METAL FRAMES.
P. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL NECESSARY DOOR LOCKING
HARDWARE WHICH IS TO BE INSTALLED TO THE INSIDE JAMB AND TESTED PRIOR TO THE
SECURITY CONTRACTOR ARRIVAL. SECURITY CONTRACTOR TO COORDINATE AS REQUIRED.
Q. FOR INSTALLATION OF ELECTROMAGNETIC LOCKS, ELECTRIFIED MORTISE LOCKS AND
ELECTRICAL STRIKES, FOLLOW MANUFACTURER'S INSTRUCTIONS.
SECURITY GENERAL NOTES SECURITY GENERAL NOTES CONT.
R. SECURITY DEVICES SHALL BE MOUNTED ON BACKBOXES, AS SHOWN IN INSTALLATION
DETAILS. UNLESS OTHERWISE NOTED, CONDUITS, PULL STRINGS, BACKBOXES AND
BUSHINGS SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR.
S. SECURITY CONTRACTOR SHALL COORDINATE FINAL QUANTITIES, LOCATIONS AND STYLES
WITH ELECTRICAL CONTRACTOR AND ARCHITECT.
T. PANEL COUNTS AND CONNECTIONS ARE FOR REFERENCE ONLY. CONFIRM ALL COUNTS AND
PANEL LAYOUT BASED ON DEVICE COUNTS.
U. ALL FIBER IS PROVIDED BY TELECOM CONTRACTOR.
V. SECURITY CABLING SHALL BE COMPLETED BY THE SECURITY CONTRACTOR UNLESS
OTHERWISE NOTED, CABLE SHALL BE INSTALLED FROM THE TELECOM ROOM TO THE DOOR
THAT IT SERVICES WITH AN APPROPRIATE SERVICE LOOP AT EACH END TO REACH FIELD
DEVICES.
W. NETWORK CABLE FOR VIDEO CAMERAS SHALL BE PROVIDED BY THE TELECOM CONTRACTOR
AND IS TO BE TERMINATED AND TESTED PRIOR TO THE INSTALLATION OF CAMERAS,
HORIZONTAL CABLING SHALL BE TERMINATED AT THE TELECOM ROOM TO THE PATCH PANEL
AND LABELED AS `CAM#' THAT CORRELATES TO THE CAMERA NUMBER IDENTIFIED ON THE
SECURITY DRAWINGS.
X. THE FIELD END OF NETWORK CABLE FOR VIDEO CAMERAS SHALL TERMINATE TO A SURFACE
MOUNTED BOX AND LABELED IN THE SAME MANNER AS THE PATCH PANEL. A 10' PATCH CORD
SHALL BE INSTALLED IN THE OUTLET TO ALLOW EXACT PLACEMENT OF THE CAMERAS.
Y. SECURITY SYSTEMS AND EQUIPMENT SHALL BE INSTALLED UTILIZING OWNER IT NETWORK
INFRASTRUCTURE STANDARDS. IP INFORMATION IS TO BE PROVIDED TO THE SECURITY
CONTRACTOR BY THE OWNER AND/OR THE IT STAFF.
Z. VIDEO CAMERAS SHALL BE CONNECTED TO SECURITY CONTRACTOR PROVIDED RACK
MOUNTED NETWORK SWITCHES IN TELECOM ROOMS. NETWORK SWITCHES SHALL BE
CONNECTED TO THE VIDEO SURVEILLANCE SYSTEM SERVER IN THE MDF, VIDEO
SURVEILLANCE SYSTEM SERVER SHALL BE CONNECTED TO THE OWNER IT NETWORK.
T AV
OUTLET PATHWAY SCHEDULE
SYMBOL SUBSCRIPT DESCRIPTION PATHWAY BACKBOX TYPE SHARED SERVICES RING MOUNTING HEIGHT NUMBERED
NOTESFACEPLATEPATCH CORDS
WORK AREA
PATCH CORDS
TELECOM AREA
OUTLET PORT CONFIGURATION
HORIZONTAL CABLE SCHEDULE
REFER TO DETAIL
OUTLET PORT
DESCRIPTOR CABLE TYPE TERMINATION AT EQUIPMENT ROOM TERMINATION AT WORK AREA CONNECTOR
COLOR
1 2 3 4 5 6
-
SEC
GENERAL NOTES:
A. SOME SYMBOLS MAY NOT BE USED ON PLANS.
B. REFER TO PLANS FOR SYMBOL LOCATIONS AND QUANTITIES.
C. ROUTE HORIZONTAL CABLING IN CONDUIT AS THE PRIMARY PATHWAY AND J-HOOKS AS THE SECONDARY PATHWAY WHERE
APPLICABLE.
D. REFER TO THE INSTALLATION DETAILS FOR CONFIGURATION OF PATHWAYS BY OUTLET TYPE.
E. PROVIDE A PULL-POINT (JUNCTION BOX) AFTER (2) 90-DEGREE CONDUIT BENDS. LOCATE PULL-POINT IN AN ACCESSIBLE LOCATION.
F. PROVIDE A PULL STRING IN CONDUITS.
G. LOCATE TELECOM OUTLET ADJACENT AND INLINE WITH ELECTRICAL OUTLET. COORDINATE LOW VOLTAGE OUTLETS WITH
ELECTRICAL AND ARCHITECTUAL PLAN(S) FOR TRIM PLATE AND MOUNTING HEIGHTS.
H. REFER TO THE LABELING DETAILS FOR CONFIGURATION OF OUTLET FACEPLATES.
I. REFER TO THE WAP INSTALLATION DETAILS FOR OUTLET CONFIGURATIONS.
J. PROVIDE OUTLET BOX AND CONDUIT IN FIRE-RATED WALLS AND IN ACOUSTICALLY TREATED WALLS IN A MANNER THAT MAINTAINS
CLASS, RATING, AND AESTHETICS.
K. CONDUIT PATHWAYS TO NOT EXCEED 40% FILL RATIO.
L. SCHEDULE SHOWS STANDARD OUTLET INSTALLATION MOUNTING HEIGHT. HEIGHT FOR SPECIFIC OUTLETS MAY DIFFER AND ARE
NOTED ON PLANS.
NUMBERED NOTES:
1. OWNER FURNISHED, CONTRACTOR INSTALLED (OFCI).
2. OWNER FURNISHED, OWNER INSTALLED (OFOI).
4 TWISTED PAIRS (23 AWG)HORIZONTAL FIELD - RACK MOUNTED MODULAR RACK PANEL MODULAR CAT6 JACK BLUE BLUE
CABLE SERVICE TYPES AND TERMINATIONS
CONDUCTORS / STRANDS
A UTP CAT6A
-
CFCICAMDATA, SECURITY CAMERA (1) 1" CONDUIT X CEILING HEIGHT, U.O.N.A 1-PORT, SURFACE MOUNT BOXN/A- X - - - --
2 2-PORT DATA WALL OUTLET (1) 1" CONDUIT X 1-GANG REDUCER 18" AFF, U.O.N.2-PORT, FLUSHA OFOI OFOIA5" x 5" x 2.875"- -- - - -
STAINLESS STEEL 1-PORT, FLUSH OFOIW1-PORT PHONE WALL OUTLET (1) 1" CONDUIT X 1-GANG REDUCER 48" AFF, U.O.N.A5" x 5" x 2.875"- -- - - --
CFCIACSACCESS CONTROL SYSTEM (1) 1" CONDUIT X A- X - - - --5" x 5" x 2.875"1-GANG REDUCER 48" AFF, U.O.N.1-PORT, FLUSH
BT120-JCD501 DETAIL 3, BT120-JCD503 DETAIL 1
5" x 5" x 2.875"
CFCICAMFLUSH MOUNT, SECURITY CAMERA (1) 1" CONDUIT X 120"+ AFF, U.O.N.A 1-PORT, SURFACE MOUNT BOXN/A- -- - - --5" x 5" x 2.875"
WAP
BT120-JCD501 DETAIL 1, BT120-JCD503 DETAIL 1
BT120-JCD501 DETAIL 2, BT120-JCD503 DETAIL 1
CFCIOUTLET, WIRELESS ACCESS POINT (1) 1" CONDUIT X CEILING HEIGHT, U.O.N.A 1-PORT, SURFACE MOUNT BOXN/A- -- - - --5" x 5" x 2.875"
OFOI
CFCI
OFOI
CFCI
CFCI
BT120-JCD502, BT120-JCD503 DETAIL 1
JACKET
COLOR
REFER TO SECURITY DETAILS
REFER TO SECURITY DETAILS
R879.8024
R890.8024
CO
CO
DET
V
DETV
DETV
DETV
PTZ
DETV
PTZ
R51.90
R
4
8
.
5
4
R50.00
R20.00
R19.89
R
3
0.0
0
R
3
5
.0
0
R40.00
R
4
0
.0
0
R
4
5
.
0
0
R35.00
R50.00
R35.00
R50.00
R15.00
20
STORAGE
SECURITY BUILDING
TELECOM
ELECTRICAL
1
BT120-JCP002
1
1
N
5.0' edge to edge
FO
FO
CO
CO
BUS BAY 7
48
48
C O
CB1
CB1
CB
1L
6
0
CB1
CB1
CB1
CB1
CB1
STORAGE
SECURITY BUILDING
TELECOM
ELECTRICAL
(2) 4" CONDUITS FROM VAULT TO
KCM TELECOM ROOM
(2) 4" CONDUITS FROM VAULT TO
ST TELECOM ROOM
N
2
2
2
2
2
W
CAM
CAM
CAM
CA
M
CA
M
CA
M
CA
M
CA
M
CAM
CAM
CAM
CAM
WAP
WAPACP
W W
BMS
2 W2 2
WAP
OPERATOR
RESTROOM
BT120L1204
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1207
LACTATION
ROOM
BT120L1202
OPERATOR
RESTROOM
BT120L1206
JANITOR
BT120L1203
2.A
2.G
2.7
2.D
2.32.1
2.J
2.E
2.112.102.92.82.62.52.4
2.B
2.F
SECURITY
BLDG
BT120L1200
TELECOM
BT120L1208
ELECTRICAL
BT120L1209
STORAGE
1
BT120L1210
SEC
STORAGE
BT120L1201
CR01-DATA01:01
CR02-DATA01:01-02
CR02-DATA02:03-04
CR02-DATA03:05-06
CR02-DATA04:07-08
CR01-DATA03:03
CR02-DATA05:09-10
CR02-DATA13:21-22
CR01-DATA02:02
CR01-DATA04:04
CR01-DATA05:05
CR02-DATA14:23-24
CR01-DATA06:06
CR02-DATA16:27-28
CR02-DATA17:29-30
CR02-DATA06:11-12
CR02-DATA10:18
CR02-DATA07:13-14 CR01-DATA07:07
CR02-DATA09:17
CR02-DATA15:25-26
CR02-DATA11:19
CR02-DATA08:15-16 CR01-DATA09:09
CR01-DATA08:08
CR01-DATA10:10
CR02-DATA12:20CR01-DATA11:11
CR01-DATA12:12
CR01-DATA13:13
CAM
N
CAM
CAM
CAM
CA
M
CA
M
CA
M
CA
M
CA
M
CAM
CAM
CAM
CAM
2.A
2.G
2.7
2.D
2.32.1
2.J
2.E
2.112.102.92.82.62.52.4
2.B
2.F
OPERATOR
RESTROOM
BT120L1204
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1207
LACTATION
ROOM
BT120L1202
OPERATOR
RESTROOM
BT120L1206
JANITOR
BT120L1203
SECURITY
BLDG
BT120L1200
TELECOM
BT120L1208
ELECTRICAL
BT120L1209
STORAGE
1
BT120L1210
1
2
1
BT120-JCP261
SEC
STORAGE
BT120L1201
4
TYP.
9' - 9"9' - 0"7' - 3"
15
'
-
6
"
3
3
BT120-SC-906
BT120-SC-905
BT120-SC-903
BT120-SC-904
5
XBT120-SC-934
BT120-SC-901
BT120-SC-902
BT120-SC-919
BT120-SC-914
BT120-SC-929
BT120-SC-916
BT120-SC-915
BT120-SC-917
BT120-SC-918
BT120-SC-922
BT120-SC-924
BT120-SC-923
BT120-SC-910
BT120-SC-911BT120-SC-913
BT120-SC-912
BT120-SC-921
BT120-SC-932
BT120-SC-935
BT120-SC-908
BT120-SC-909
BT120-SC-907
BT120-SC-925
BT120-SC-926
BT120-SC-933BT120-SC-920
BT120-SC-928
BT120-SC-927
BT120-SC-930
BT120-SC-931
6
6
N
CAM
CAM
CA
M
AC
P
W
W
BM
S
2
W
2
2
WA
P
CAM
CAM
CA
M
AC
P
W
W
BM
S
2
W
2
2
WA
P
9
TYP.
6' - 7"
4' - 3"
8' - 5"
3' - 8"
3' - 1"
8' - 0"
TELECOM
BT120L1208
12
TYP.
4' - 7"
10' - 5"
13TYP.
13
TYP.
14
BT120-SC-981
BT120-SC-991
17
16 17
16
1617
ELEC PNL
ELEC PNL
BT120-SC-982
BT120-SC-992
10
10
(TYP)
(TYP)
2
BT120-JCE262
1
BT120-JCE262
1
BT120-JCE263
REAR
3
REAR
2 4
8
FRONT
CR-06 CR-07 CR-08
FRONT
1
7
TYP.TYP.TYP.
TYP.
ISP RACKS
11
CHAIN LINK FENCE
TELECOM
BT120L1208
27' - 2"
KCM
14' - 8"
12' - 5"
SOUND TRANSIT
6' - 10"
3' - 9"
6' - 7"
3' - 9"
5
RE
A
R
FR
O
N
T
4' - 3"
2
BT120-JCE264
1
BT120-JCE264
3' - 11"
CR-01 CR-02 CR-03
RE
A
R
FR
O
N
T
3' - 10"
6
TYP.
5
1' - 4"
10"
15
BT120-BMS-01
CR
-
0
4
CR
-
0
5
ELEC PNL
ELEC PNL
N
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
TELECOM
BT120L1208
SPARE
BT120-CR-03
RESERVED
FOR SECURITY
EQUIPMENT
CCTV
BT120-CR-01
RESERVED
FOR OWNER
EQUIPMENT
RESERVED
FOR OWNER
EQUIPMENT
LA
D
D
E
R
R
A
C
K
A
F
F
8'
-
2
"
1
6
8
9
10
11
12
13
15
14
16
NETWORK
BT120-CR-02
7'
-
1
"
3' - 7"4' - 2"
1' - 6"2' - 1"
3' - 7"3' - 5"
TYP.
1'
-
1
"
BT120-UPS-02
BT120-FPP-02
BT120-CPP-03
BT120-SC-01
BT120-UPS-03
BT120-ETH-02 20
21
BT120-FFP-01
BT120-CPP-01
BT120-UPS-05
TYP.
1 1
?
1
1
3 TYP.
1
1'
-
2
"
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
TELECOM
BT120L1208
3' - 8"3' - 4"4' - 4"
BT120-CR-08 BT120-CR-07 BT120-CR-06
RESERVED FOR
KCM
EQUIPMENT
RESERVED FOR
KCM
EQUIPMENT
SPARE
4
14
5
1
8
2
11
9
10 12
6
15
13
16
TOP OF 2-POST RACK
7' - 0"
LADDER RACK AFF
8' - 2"
7
BT120-UPS-04
BT120-FPP-05
BT120-CPP-04
BT120-SC-02
20
22
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
KING COUNTY
METRO RACK
BT120-CR-05
SOUND
TRANSIT RACK
BT120-CR-04
RESERVED
FOR SERVICE
PROVIDER
EQUIPMENT
RESERVED
FOR SERVICE
PROVIDER
EQUIPMENT
19
7
10
7' - 0"
LADDER RACK AFF
8' - 2"
TELECOM
BT120L1208
42
6
5
3
8
12
13
14
1' - 2"
BT120-FPP-03BT120-FPP-04
9
10
7
1
4
6
11
12
PROVIDE 4' X 8' X 3/4" FIRE RATED AC GRADE
PLYWOOD ,PAINTED WITH FIRE-RETARDANT
PAINT, LEAVING STAMP EXPOSED. MOUNT
PLYWOOD VERTICALLY STARTING 6" A.F.F. ALL
PLYWOOD PANELS SHALL BE MOUNTED IN
CONTACT WITH EACH OTHER , LEAVING NO
GAPS BETWEEN PANELS, BY GC. (TYPICAL).
PROVIDE 2-POST RACK, UNIVERSAL, 84-INCH
HIGH X 19-INCH WIDE X 45RU, BLACK, MARKED
AND NUMBERED RACK UNITS, 1500 LB LOAD
CAPACITY. REFER TO RACK ELEVATION FOR
ADDITIONAL INFORMATION.
SUPPORT FROM STRUCTURE.
PROVIDE VERTICAL CABLE MANAGEMENT
FRONT AND REAR, 84-INCH HIGH X 6-INCH WIDE
X 16.4-INCH DEEP WITH DUAL HINGE METAL
DOOR, 82.8-INCH HIGH X 6-INCH WIDE X 16-INCH
DEEP.
WALL-TO-RUNWAY L-BRACKET.
PROVIDE 18" LADDER RACK MOUNTED AT 7'-6"
AFF TO BOTTOM OF TRAY UNLESS OTHERWISE
NOTED. INCLUDE ASSOCIATED MOUNTING
HARDWARE SUPPORT.
PROVIDE HOME-RUN 1" CONDUITS FROM
TELECOM ROOM TO SECURITY CAMERAS
(TYPICAL).
3/8" THREADED ROD, CLAMPED TO BEAM ABOVE
BUTT SPLICE KIT, BLACK.
STRINGER RADIUS DROP, BLACK.
WALL-TO-RUNWAY L-BRACKET.
(2) 4" CONDUITS FROM HANDHOLE VAULT TO
TELECOM ROOM.
PROVIDE 2RU 19-INCH FIBER ENCLOSURE
PROVIDE 2RU 19-INCH COPPER PATCH PANEL.
KEY NOTES:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
8
11
1 6
5
7
8
1
14
4
13
2
7
3
10
CORE FACILITY
28' -2"
CORE
FACILITY-ROOF
41' -2"
19
18
61
ACCESS
CONTROL
PANELBMS
ENCLOSURERESERVED
FOR CAT6
EXTENDERS
ELECTRICAL
PANEL
PROVIDE 4' X 8' X 3/4" FIRE RATED AC GRADE
PLYWOOD ,PAINTED WITH FIRE-RETARDANT
PAINT, LEAVING STAMP EXPOSED. MOUNT
PLYWOOD VERTICALLY STARTING 6" A.F.F.
ALL PLYWOOD PANELS SHALL BE MOUNTED IN
CONTACT WITH EACH OTHER , LEAVING NO
GAPS BETWEEN PANELS. (TYPICAL).
PROVIDE 2-POST RACK AS REQUIRED;
UNIVERSAL, 84-INCH HIGH X 19-INCH WIDE X
45RU, BLACK, MARKED AND NUMBERED RACK
UNITS, 1500 LB LOAD CAPACITY. REFER TO
RACK ELEVATION FOR ADDITIONAL
INFORMATION.
ENCLOSED EQUIPMENT CABINET, NOT SHOWN.
PROVIDE VERTICAL CABLE MANAGEMENT
FRONT AND REAR, 84-INCH HIGH X 6-INCH
WIDE X 16.4-INCHDEEP WITH DUAL HINGE
METAL DOOR, 82.8-INCH HIGH X 6-INCH WIDE X
16-INCH DEEP.
PROVIDE VERTICAL CABLE MANAGEMENT OF
FRONT AND REAR, 84-INCH HIGH X 10-INCH
WIDE X 16.4-INCH DEEP WITH DUAL HINGED
METAL DOOR, 82.8-INCH HIGH X 10.1-INCH WIDE
X 16-INCH DEEP.
PROVIDE 18" LADDER RACK MOUNTED AT 7'-6"
AFF TO BOTTOM OF TRAY. INCLUDE
ASSOCIATED MOUNTING HARDWARE
SUPPORT.
PROVIDE 18-INCH WIDE VERTICAL LADDER
RACK, BLACK.
3/8" THREADED ROD, CLAMPED TO BEAM
ABOVE.
BUTT SPLICE KIT, BLACK.
STRINGER RADIUS DROP, BLACK. AS
REQUIRED.
WALL-TO-RUNWAY L-BRACKET.
PROVIDE 6 AWG GROUNDING CABLE BETWEEN
EACH LADDER RACK SECTION, PER TIA-607.
PROVIDE (2) 4" CONDUITS TO ST VAULT.
PROVIDE (2) 4" CONDUITS TO KCM VAULT.
KEY NOTES:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
A
R01
B
2
QUICK PORT 2-
PORT FACE PLATE
TWO BLUE JACKS
LABEL FONT SIZE
4MM BOLD, BLACK
ON WHITE 3/8"
LABELING TAPE.
TELECOMMUNICATIONS
ROOM
A01
RACK
PORT NUMBER ON PANELA02
A03 A04
1 8
BT120L1208
1 81 8
1 8
R01
WALL MOUNT VOICE OUTLET CONSISTING
OF ONE CABLE WITH 4 PAIRS TERMINATED
INTO INSERT (1) LOCATION. PROVIDE
FACEPLATE WITH WALL MOUNT PHONE
SUPPORT STUDS.
1
W
21 3 4 5 6 7 8
T R R T T R
T R
PAIR 2 PAIR 1 PAIR 4
PAIR 3
WHITE/BLUE (TIP)
BLUE (RING)
WHITE/ORANGE (TIP)
ORANGE (RING)
WHITE/GREEN (TIP)
GREEN (RING)
WHITE/BROWN (TIP)
BROWN (RING)PAIR 4
PAIR 3
PAIR 2
PAIR 1
MODULAR JACK WIRING
DIAGRAM
EIA/TIA T568B WIRING LABEL
1
25TYP. OUTLET PORT
LOCATION
PATCH PANEL POSITION
DESIGNATION
RACK DESIGNATION
A 2
26
3
27
4
28
5
29
6
30
7
31
8
32
9
33
10
34
11
35
12
36
13
37
14
38
15
39
16
40
17
41
18
42
19
43
20
44
21
45
22
46
23
47
24
48
1
NOTE:
TERMINAL PATCH PANELS ARE TYPICAL.
SIZE, PORT COUNT AND STYLE WILL VARY
BY MANUFACTURER. DIAGRAMMATIC ONLY.
A
R01
QUICK PORT 1-
PORT FACE PLATE
ONE BLUE JACK
LABEL FONT SIZE
4MM BOLD, BLACK
ON WHITE 3/8"
LABELING TAPE.
ACS
A. PROVIDE ALL MOUNTING HARDWARE INCLUDING BOLTS ANCHORS AND ATTACHMENTS.
B. SUBMIT ANCHOR TYPE FOR SPECIFIC APPLICATION (DRYWALL, CONCRETE, BLOCK WALL ETC.,) FOR STRUCTURAL
ENGINEERS APPROVAL.
C. DO NOT ANCHOR EQUIPMENT UNTIL AFTER APPROVAL OF ANCHOR TYPE FROM OWNERS REPRESENTATIVE.
D. PROVIDE ALL CONDUIT PATHWAYS CONNECTORS, BOXES, COVERS, AND SUPPORTING HARDWARE U.O.N.
E. PAINT ALL EXPOSED CONDUIT AND TO MATCH COLOR AND SHEEN OF THE SURFACE AT INSTALLATION LOCATION.
F. THE MOUNTING DETAILS ON THIS PAGE ARE DIAGRAMMATIC AND ARE ONLY INTENDED TO CONVEY THE GENERAL SCOPE
INVOLVED IN MOUNTING A WIRELESS ACCESS POINT.
G. PROVIDE ALL FASTENERS, BRACKETS, ATTACHMENTS, BOLT ANCHORS AND ATTACHMENTS, ETC. PER MANUFACTURER'S
REQUIREMENTS.
H. PROVIDE ALL CUTTING AND PATCHING OF SURROUNDING SURFACES AS REQUIRED FOR PROPER INSTALLATION. PATCHING
SHALL BE OF THE SAME MATERIALS, WORKMANSHIP, AND FINISH, AND ACCURATELY MATCH THE SURROUNDING WORK TO
THE SATISFACTION OF THE OWNERS REPRESENTATIVE.
I. ALL SUPPORTS, BOLTS, STRAPS, AND FASTENERS INSTALLED ON EXTERIOR OF ANY STRUCTURE SHALL BE CORROSION-
RESISTANT. CONNECTORS AND COUPLERS SHALL BE RAIN TIGHT THREADED FITTINGS.
J. SUPPORT CABLE ABOVE CEILING USING J-HOOK. CABLE SHALL BE SUPPORTED A MAXIMUM OF EVERY 48-60 INCHES. CABLES
ROUTED ABOVE CEILING SPACE SHALL NOT DRAPE ONTO CEILING TILE. CABLE SHALL NOT BE ATTACHED TO WATER PIPES,
AIR DUCTS, ELECTRICAL CONDUIT OR CEILING GRID WIRE.
PROVIDE J-HOOK. SEE NOTE J ABOVE.
PROVIDE (2) CATEGORY 6A CABLES TO NEW MDF OR IDF ROOM AS REQUIRED PER PLANS AND SPECIFICATIONS. IF LENGTH
PERMITS PROVIDE A 10' SERVICE COIL IN THE NEAREST PULL BOX OR ACCESSIBLE CEILING SPACE ABOVE THE WIRELESS
ACCESS POINT SUPPORTED BY A DEDICATED J-HOOK AND COILED IN A WORKMANSHIP LIKE MANNER. PROVIDE PLENUM
RATED VELCRO WRAPS FOR THE MANAGEMENT OF THE SERVICE COIL, TIE-WRAPS ARE NOT PERMITTED. REFER TO PLANS
AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
PROVIDE 2 PORT FACEPLATE OR SURFACE MOUNTED BOX, AND CATEGORY 6A STATION CONNECTOR, REFER TO PLANS AND
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
PROVIDE (2) CATEGORY 6A PATCH CORDS TO WIRELESS ACCESS POINT. REFER TO PLAN AND SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
PROVIDE WIRELESS ACCESS POINT (WAP).
MOUNTING PLATE SUPPLIED WITH WIRELESS ACCESS POINT. CONTRACTOR TO DOCUMENT AND VERIFY EACH RECEIVED.
MOUNTED TO DUAL GANG RING AND 5S/DPDG BOX.
PROVIDE TILE BRIDGE FOR ALL ACCESSIBLE CEILING MOUNTED WIRELESS ACCESS POINTS. MOUNT PER MANUFACTURERS
INSTALLATION GUIDELINES.
CEILING TILE / CEILING GRID SYSTEM (ACCESSIBLE CEILING SPACE)
PROVIDE 3/8" MIN. HILTI KB3 WEDGE ANCHOR FOR CONCRETE CONSTRUCTION, MIN. EMBEDMENT PER. MANUFACTURES
INSTALLATION GUIDELINES.
PROVIDE 1-1/4" CONDUIT TO THE NEAREST WIRE BASKET PATHWAY OR ACCESSIBLE CEILING SPACE. SUPPORTED PER THE
NEC, AND GENERAL ELECTRICAL SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT ROUTING AND
ADDITIONAL INFORMATION.
PROVIDE 5S/DP MINIMUM OUTLET BOX, WITH DUAL GANG RING SUPPORTED PER THE NEC, AND GENERAL ELECTRICAL
SPECIFICATIONS. SUPPORTED BY 3/8" ALL THREAD MIN.
3/8" MIN THREADED ROD.
PROVIDE 7/8" SHALLOW SLOTTED CHANNEL UNISTRUT, MUST SPAN FOR 2 POINTS OF ATTACHMENT TO THE UNDERSIDE OF
THE WIREBASKET WITH MINIMUM 1/4" MOUNTING SCREWS. VERIFY ATTACHMENT PLAN AND LOCATION WITH OWNERS
REPRESENTATIVE PRIOR TO INSTALLATION.
SECURITY SCREWS
3/4" KNOCK OUT
WAP BRACKET
SCREW ANCHOR IN CEILING
CABLE LEVELS
2 CAT 6A JACKS
2 EA OF 10' CAT6A PATCH CORDS
LABEL ENDS OF PATCH CORDS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
TYP.
TYP.
TYP.
2 10 4
9
12
11
3
6
5
TYP.
TYP.
INTERIOR HARD LID
CEILING
9
11
3
6
5
4210
TYP.
WIRE BASKET
2
4
13
11
3
6
5
TYP.
1
2
3
4
5
8
7
TO MDF/IDF
WALL ANGLE SUPPORT KIT, CHATSWORTH #11421-712
#14 x 3" HEX HEAD WITH WASHER SELF TAPPING SMS SCREW
INTO METAL BACKING (REFER TO 04/A9.11) OR 1/4" DIA. LAG
SCREW WITH 3" MIN. EMBEDMENT INTO WOOD BLOCKING
3/4" PLYWOOD. ATTACH DIRECTLY TO STUD WITH #14 X 3" HEX
OR #3/8" SCREWS AT 6" ON CENTER EACH STUD
METAL OR WOOD BACKING.
4
2
3
4
1
2
13
1
LADDER RACK
LADDER RACK
BUTT SPLICE KIT
CABLES CONTINUE TO FINAL DESTINATION
BEND ANGLE MEASURED FROM VERTICAL
HORIZONTAL CONDUIT TO TERMINATE AT
PULL BOX, ENCLOSURE, CABLE RUNWAY
OR STUB INTO ACCESSIBLE CEILING SPACE
BEND RADIUS = MAXIMUM 6 x INTERNAL DIAMETER
BEND SHALL BE PROVIDED TO CREATE OPTIMAL
CONTINUATION OF CONDUIT AND CABLE TO DESTINATION
1 - INCH CONDUIT
VERTICAL CONDUIT TO BACK BOX
CONDUIT VERTICAL TO HORIZONTAL BEND
SPACE CONSECUTIVE J-HOOKS
AS SPECIFIED ELSEWHERE IN
DOCUMENTS
APPROX. 12 - INCH TO
FIRST J-HOOK IN SERIES
J-HOOK SUPPORT MAY BE HUNG
FROM CEILING AND/OR THE WALL
MOUNTED.
HORIZONTAL CONDUIT STUB 6 INCH
MINIMUM ABOVE ACCESSIBLE
CEILING
1 - INCH CONDUIT
VERTICAL CONDUIT TO BACK BOX
HORIZONTAL CONDUIT STUB ABOVE ACCESSIBLE CEILING
INSULATED THROAT BUSHING
WALL FLUSH BACK BOX 2 GANG
COVER
THREADED ROD TO
STRUCTURAL CEILING
ABOVE ACCESSIBLE CEILING BACK BOX
BACK BOX - OPEN CEILING
WALL FLUSH BACK BOX 1 GANG
1 GANG MUDRING
FLOOR (REF: ARCHITECTURAL)
VERTICAL CONDUIT TO
BEND
1 - INCH CONDUIT
CEILING LEVEL (REF:
ARCHITECTURAL)
WALL (REF: ARCHITECTURAL)
4 11/16 - INCH SQUARE x 2
1/8 - INCH DEEP BACK BOX
STANDARD OUTLET
HEIGHT UNLESS
OTHERWISE NOTED
VERTICAL CONDUIT TO BEND
1-INCH CONDUIT
4 11/16 - INCH SQUARE x 2 1/8 -
INCH DEEP BACK BOX
4 - INCH MINIMUM CLEARANCE
BETWEEN BOX AND CEILING
CEILING GRID (REF:
ARCHITECTURAL)
PROVIDE SURFACE MOUNT
HOUSING
THREADED ROD TO
STRUCTURAL CEILING
VERTICAL CONDUIT
TO BEND
1 - INCH CONDUIT
4 11/16 - INCH SQUARE x 2 1/8 -
INCH DEEP BACK BOX
MUDRING
BOTTOM OF BOX
MOUNTED AT 10' AFF
2 GANG MUDRING
FLOOR (REF: ARCHITECTURAL)
VERTICAL CONDUIT TO
BEND
1 - INCH CONDUIT
CEILING LEVEL (REF:
ARCHITECTURAL)
WALL (REF: ARCHITECTURAL)
4 11/16 - INCH SQUARE x 2
1/8 - INCH DEEP BACK BOX
STANDARD OUTLET
HEIGHT UNLESS
OTHERWISE NOTED
LADDER RACK
AUXILIARY FRAMING BAR,
SIZE AS REQUIRED
CORNER CLAMP
BRACKET
JUNCTION SPLICE
KIT/BRACKET
LADDER RACK
LADDER RACK RADIUS
DROP, CROSS MEMBER
90-DEGREE
JUNCTION
SPLICE
KIT/BRACKET
PERPENDICULAR MOUNTING PARALLEL MOUNTING
6" STAND-OFF
ELEVATION
BRACKETS
TYP. 2-POST EQUIPMENT RACK
TYP. LADDER RACK
TYP. TOP PLATE
LADDER RACK
THREADED ROD
INSTALL 3" FROM JUNCTION SPLICE
90 DEGREE
TURN BRACKET
LADDER
RACK
VERTICAL
LADDER
WALL SIDE
ROO
M SIDE
3'
-
0
"
1'
-
0
"
RUNWAY END
SUPPORT
HEX NUTSPLIT LOCK
WASHER
FENDER
WASHER
RUNWAY
STAND-OFF
RUNWAY
1/2ӯ HILTI - Kb-Tz 1/2" WITH
3-1/4" EMBEDMENT PER ICC
ESR-1917
# 14 x 3" HEX HEAD WITH WASHER SELF
TAPPING SMS SCREW INTO METAL BACKING
OR 1/4" DIA. LAG SCREW WITH 3" MIN.
EMBEDMENT INTO WOOD BLOCKING
BONDING CONDUCTOR TO
BLDG STEEL
BONDING CONDUCTOR TO 110 BLOCKS
BONDING CONDUCTOR TO CONDUIT &
OTHER PATHWAYS
BONDING CONDUCTOR TO OVERHEAD
CABLE SUPPORT
BONDING CONDUCTOR TO
EQUIPMENT RACKS
LABEL: TO EQMT RACKS
LABEL: TO BLDG STEEL
LABEL: TO (NEXT TR)
EXOTHERMIC WELD
TBC, INSULATED CONDUCTOR
TO TGB
LABEL: TO (PREV TR)
TBB, INSULATED CONDUCTOR
TO TMGB
GROUND
BUSBAR
LABEL: (CURRENT TR)
NOTES :
LABEL: TO 110 BLOCKS
TO CONDUIT
TO TRAY/RUNWAY
T G B : 2 .1
TO
E
Q
M
T
R
A
C
K
S
TO
C
A
B
L
E
T
R
A
Y
TO
C
O
N
D
U
I
T
TO
1
1
0
B
L
O
C
K
S
TO
B
L
D
G
S
T
E
E
L
TO
(
N
E
X
T
T
R
)
TO
(
P
R
E
V
T
R
)
1. REFER TO ROOM PLANS FOR BUSBAR MOUNTING LOCATION
2. REFER TO GROUNDING RISER DIAGRAM FOR LIST OF EQUIPMENT REQUIRING
GROUNDING. ITEMS SHOWN HERE ARE AN EXAMPLE
1. PROVIDE BONDING STRAPS AT ALL RUNWAY SPLICES.WITH SINGLE ATTACHMENT TO TGB (PREVENTS GRND LOOPS).
2. PROVIDE BOND HOME RUN FROM TGB TO ACTIVE EQUIPMENT.
3. CONNECTOR, TYPE #1: TBC-TO-RUNWAY CONNECTOR, SINGLE BARREL LUG. COMPRESSION TYPE CONNECTORS ONLY.
4. CONNECTOR, TYPE #2: TBC TAP CONNECTOR, C-TYPE COMPRESSION TAP.
5. CONNECTOR, TYPE #3: TBC-TO-RACK CONNECTOR, BARREL LUG, 1-BOLT/1-HOLE.
6. FASTENER FOR STRAP SHALL CONSIST OF SELF-TAPPING SCREW WITH LOCK WASHER. FASTENER LENGTH SHALL NOT IMPEDE ON
OPPOSITE SIDE OF STRINGER.
7. ABRADE THE FINISH OF THE RACK WHERE THE GROUND WIRES ARE BONDED.
CABLE RUNWAY (TYP)
C OR H TAPS #6 TBC TO #2 (OPEN END DRAIN) TO TGB.
EQ RACKS #6 TO #2. ACTIVE EQUIP RECEIVE DEDICATED
#6 TBC TO TGB. SEPARATE ACTIVE AND NON-ACTIVE
GROUND BONDING PATHS TO TGB
STRAP, WITH FASTENER (TYP)
#2 FOR BONDING (C-H TAPS) TO NON
ACTIVE EQUIPMENT LADDERS,
TRAYS, EQUIPMENT FRAMES.
CONNECTOR,
TYPE #3
TBC TO TGB TO RM BRANCH PANEL
EQUIP GRND BUS- BUILDING STEEL
AND TBB IF AVAILABLE
#2
#8
EQUIPMENT
RACK
WALL ANGLE
SUPPORT
TYPE #1
CONNECTOR
BONDING
STRAP (TYP)
INSTALL FASTENER (SCREW,
EXTERNAL TEETH STAR WASHER,
HEX NUT) THROUGH STRINGER
SPLICE
NOTES:
19 1/4-INCH
5/
8
-
I
N
C
H
3/4-INCH 1/4-INCH DIAMETER (TYP)1/4-INCH x 1/2-INCH (TYP)
ALL BARS ARE MANUFACTURED
FROM 1/4-INCH THICK ELECTROLYTIC
TOUGH PITCH COPPER ALLOY 110.
ACCOMODATES "A"
SPACED TWO HOLE LUGS.
1
1
/
2
-
I
N
C
H
5/8
4
5/16 DIA. HOLE
7/16 DIA. HOLE
PROVIDE STANDARD BICSI
PATTERN CONFIGURATION
#350 KCMIL TELECOMMUNICATIONS BONDING
CONDUCTOR(TBC) TO MAIN ELECTRICAL
GROUND POINT
1/4
1
INSULATOR
STAND-OFF WALL
MOUNTING
BRACKET3 1/2
1 3/4
1 3/4
1/8
20
MOUNT 12-INCHES
AFF TO BOTTOM OF
PBB.
1/4
5/8
1/8
1
2
20
INSULATOR
1 1/16
#4/0 TELECOMMUNICATIONS BONDING BACKBONE
(TBB) TO PRIMARY BONDING BUSBAR (PBB)
EXOTHERMIC WELD CONNECTION
5/16 DIA. HOLE
7/16 DIA. HOLE
1 1/8
2 1/2
STAND-OFF
WALL
MOUNTED
BRACKET
PROVIDE STANDARD BICSI
PATTERN CONFIGURATION
MOUNT 12-INCHES
AFF TO BOTTOM OF
SBB.
SLEEVE SLEEVE
ELECTRICAL ROOM IDF ROOM
TBB TEBC
CABLE TRAY
ACEG CABLE RUNWAY
TGB RACKS
(TYP.)TGB
ACCESSIBLE
CEILING
IDF ROOM
TBB TBB
ELECTRICAL
PANEL (TYP)
SLEEVE SLEEVE
SLEEVE SLEEVE
ELECTRICAL
SERVICE ENTRANCE
SLEEVE
BCT
TMGB
AC
GROUNDING
ELECTRODE
SYSTEM PER
DIV 26
TGB
RACKS/FRAMES/CABINETS/
ENCLOSURES
(TYP.)
CABLE RUNWAY
CABLE TRAY
MDF ROOM
TBB
IDF ROOM
6 AWG BONDING STRAP / TEBC (TYP)
BEP
(BUILDING
ENTRANCE
PROTECTION)
A. THIS DETAIL CONVEYS REQUIREMENTS FOR THE CONSTRUCTION OF THE GROUNDING AND BONDING SYSTEM TO PROVIDE A
PERMANENT BONDING INFRASTRUCTURE FOR COMMUNICATIONS SYSTEMS, BUT IS GENERIC IN NATURE. SOME ELEMENTS
SHOWN MAY NOT BE PRESENT IN THE PROJECT, BUT THOSE ELEMENTS THAT ARE PRESENT SHALL BE GROUNDED AS
SHOWN. REFER TO FLOOR PLANS, ELEVATIONS, AND SPECIFICATIONS FOR EXACT LOCATIONS OF GROUNDING AND BONDING
ELEMENTS.
B. THE TELECOMMUNICATIONS GROUNDING AND BONDING SYSTEM IS BONDED TO THE BUILDING GROUNDING SYSTEM AND IS
INTENDED TO PROVIDE A PERMANENT BONDING INFRASTRUCTURE FOR COMMUNICATIONS SYSTEMS. THE PERFORMANCE OF
TELECOMMUNICATIONS GROUNDING AND BONDING SYSTEM IS DEPENDANT UPON THE INTEGRITY OF THE BUILDING
GROUNDING SYSTEM. THE BUILDING GROUNDING SYSTEM IS COMPRISED OF THE AC ELECTRODE GROUNDING SYSTEM AND
THE EQUIPMENT GROUNDING SYSTEM SPECIFIED IN THE DIVISION 26 SPECIFICATION SECTION ELECTRICAL – GROUNDING
AND BONDING FOR ELECTRICAL SYSTEMS.
C. GROUNDING BACKBONE, ALL CONDUIT SLEEVES AND TMGB / TGB IN EACH TR PROVIDED BY ELECTRICAL CONTRACTOR.
D. GROUNDING TO ELEMENTS WITHIN TR PROVIDED BY SCS CONTRACTOR.
E. CABLE TRAY AND GROUNDING OF CABLE TRAY BY ELECTRICAL CONTRACTOR.
F. CABLE RUNWAY AND GROUNDING OF CABLE RUNWAY BY SCS CONTRACTOR.
G. GROUNDING EQUALIZERS (GEs) ARE NOT SHOWN ON THE DETAIL FOR CLARITY AND ARE NOT ALWAYS REQUIRED. REFER TO
THE ELECTRICAL CONTRACTOR AND DIVISION 26 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
H. THE CONDUIT SLEEVE(S) FOR THE ROUTING OF THE GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO THE LATEST
EDITION OF THE NEC. THE MINIMUM SIZE SHALL BE 1-INCH.
LEGEND
INSULATED GROUND WIRE
6 AWG STRANDED, GREEN
INSULATED
GROUND WIRE
OSP COPPER CABLE
TBB CONDUCTOR SIZES
=
=
=
=
=
=
=
0 TO 20 FEET
20 TO 26 FEET
26 TO 33 FEET
33 TO 44 FEET
44 TO 52 FEET
52 TO 66 FEET
GREATER THAN 66 FEET
#4 AWG
#3 AWG
#2 AWG
#1 AWG
#1/0 AWG
#2/0 AWG
#3/0 AWG
OS
P
TBB TEBC
TEBC
ACCESSIBLE
CEILING
TEBC
GENERAL NOTES:
TELECOM ROOM
(KCM SIDE)
FPP04
KCM ISP RACK
BT120-CR-05
KCM VAULT
BT120-CR-06 BT120-CR-07 BT120-CR-08
FPP05
1
TELECOM ROOM
(ST SIDE)
ST ISP RACK
BT120-CR-04
CCTV RACK
BT120-CR-01 BT120-CR-02 BT120-CR-03
FPP02FPP01
3
2
CPP01
9
4
CA
M
CA
M
CA
M
CA
M
BM
S
W
AC
P
2
WA
P
CAT6
(TYP)SEE CAMERA CABLE SCHEDULE,
BT120-JCS006
SEE DATA CABLE SCHEDULE,
BT120-JCS006
5
6
7
FPP03
ST VAULT
8 11
12
13
CPP03
1014
LOT 2
CITY OF RENTON LOT LINE ADJUSTMENT
LAND USE ACTION NUMBER LUA24-000233
LAND RECORD NUMBER LND30-0438
10' W WL EASEMENT AFN
7408260268
REC NO. 9103110843
15' PUBLIC UTILITY
LIMITS OF WATER EASEMENT
AFN 9103110843
POWER ESMT TO SEATTLE
REC NO. 7408260268
10' WATERLINE EASEMENT
BUS BAY 7 BUS BAY 6
BUS BAY 2
BUS BAY 8
BUS BAY 3 BUS BAY 4
48
48
C O
CB1
CB1
CB1
CB1
CB1
L
6
0
48
60
CB1
CB1
CB1
CB1L
CB1
CB1
60
48
F I XFIX
FIX
FIX
FIX
FIX
F
I
X
FIX
F
I
X
F I X
STORAGE
SECURITY BUILDING
TELECOM
ELECTRICAL
360
360
360180
180
180
180
180
180
360
1
BT120-JCP222
2
N
JB
CR
IC
P
DS
MS
RX
PTZ
FIX
360
180
E
MP
EPB
SPB
YYYY ##
INSTANCE NUMBER
YYY
EQUIPMENT CODE
SPD
LOCATION CODE
1.DO NOT SCALE FROM DRAWINGS. THESE DRAWINGS ARE REPRESENTATIVE FOR THE FLOOR PLANS. FIELD
VERIFY ALL REQUIRED DIMENSIONS PRIOR TO INSTALLATION.
2. ALL SECURITY EQUIPMENT SHALL BE APPROVED FOR INSTALLATION BY THE CITY REPRESENTATIVE.
3.EXACT LOCATION AND MOUNTING REQUIREMENTS FOR ALL SECURITY EQUIPMENT SHALL BE REVIEWED IN
THE FIELD AND COORDINATED WITH THE OWNER.
4. CONTRACTOR SHALL FIRE SEAL ALL CORES AND PENETRATIONS ASSOCIATED WITH THE SECURITY SCOPE
OF THE WORK FOR THIS PROJECT. FIRE SEAL SHALL MEET OR EXCEED THE FIRE RATING OF THE MEDIA
BEING PENETRATED.
5. ALL CONDUIT, RACEWAYS, PULLBOX AND ASSOCIATED HARDWARE TO BE INSTALLED IN ACCORDANCE WITH
THE REQUIREMENTS OF THE DIVISION 26 SPECIFICATIONS.
6.UNLESS OTHERWISE NOTED ALL SECURITY RELATED ELECTRIC LOCK HARDWARE SHALL BE PROVIDED BY
OTHERS.
7. REQUEST TO EXIT DEVICES DO NOT PRECLUDE EXITING FROM THE INTERIOR. ALL EXISTS ARE FREE
EGRESS AND SHALL NOT REQUIRE THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT TO EXIT.
8. POWER AND COMMUNICATION WIRING SHALL BE PROVIDED IN SEPARATE CONDUITS AS SHOWN. MAINTAIN
12" SEPARATION BETWEEN POWER AND COMMUNICATION CONDUITS WHEN PARALLEL RUNS EXCEED 10' IN
LENGTH.
9. CONTRACTOR TO PROVIDE ALL CABLING, CONNECTIONS AND DEVICES AS SHOWN ON THE DRAWINGS TO
PROVIDE A COMPLETE AND OPERATIONAL SYSTEM.
10.CONTRACTOR TO UNIQUELY TAG ALL ADDRESSABLE SECURITY SYSTEM COMMON WITH AN EQUIPMENT
IDENTIFICATION TAG, PER THE SPECIFICATIONS AND EQUIPMENT NUMBERING SYSTEM NOMENCLATURE
SHOWN ON THIS SHEET.
TYPE A: SMARTWIRE MODEL 4461140 (LATEST VERSION), ONE 18 AWG FOUR CONDUCTOR NON-SHIELDED, ONE
22 AWG, SIX CONDUCTOR SHIELDED, ONE 22 AWG, FOUR CONDUCTOR NON-SHIELDED, AND ONE 22
AWG, TWO CONDUCTOR NON-SHIELDED, OR APPROVED EQUAL.
TYPE B: WEST PENN MODEL AQC3186 (LATEST VERSION), 18 AWG, SIX CONDUCTOR TWISTED, SHIELDED,
WATERBLOCKED CONSTRUCTION OR APPROVED EQUAL.
TYPE C: WEST PENN MODEL 224 (LATEST VERSION), 18 AWG, TWO CONDUCTOR, NON-SHIELDED, OR APPROVED
EQUAL.
TYPE D: WEST PENN MODEL 4246 (BLACK JACKET) (LATEST VERSION), 23 AWG, FOUR PAIR (CAT 6), OR
APPROVED EQUAL.
TYPE E: MOHAWK MODEL M57622 (BLACK JACKET) (LATEST VERSION), 24 AWG, FOUR PAIR (CAT 6),
WATERBLOCKED CONSTRUCTION OR APPROVED EQUAL.
TYPE F: WEST PENN MODEL 241 (LATEST VERSION), 22 AWG, FOUR CONDUCTOR, NON-SHIELDED, OR
APPROVED EQUAL.
TYPE J: WEST PENN MODEL AQC224 (LATEST VERSION), 18 AWG, TWO CONDUCTOR, NON-SHIELDED,
WATERBLOCKED CONSTRUCTION OR APPROVED EQUAL.
TYPE K: WEST PENN MODEL AQC439 (LATEST VERSION), 22 AWG, FOUR PAIR, SHIELDED, WATERBLOCKED
CONSTRUCTION, OR APPROVED EQUAL.
TYPE R: FIBER OPTIC CABLING: CORNING FREEDM® CABLES, SINGLE JACKET, MULTIMODE 62.5/125 μm
INDOOR/OUTDOOR, 12 FIBERS PER CABLE, MINIMUM, FIBERS TIGHT-BUFFERED, NOT IN GEL-FILLED
LOOSE TUBE, 900 μm GRADED-INDEX GLASS, MINIMUM TENSILE STRENGTH; 600 POUNDS.
(EXCERPT FROM SECTION 28 05 13
SYMBOL
EQUIPMENT NUMBERING SYSTEM
SECURITY WIRE AND CABLE - REFERENCE
SECURITY LEGEND AND SYMBOLSSECURITY GENERAL NOTES
DESCRIPTION
ABBREVIATIONS
CONDUIT SURFACE MOUNTED
CONDUIT UNDERGROUND
SECURITY EQUIPMENT ENCLOSURE
JUNCTION BOX SIZED PER NEC
ELECTRICAL PULLBOX
SECURITY PULLBOX
JUNCTION BOX SIZED PER DETAIL
KEYPAD
TAMPER SWITCH
GATE OPERATOR
PEDESTAL
MOTION SENSOR
DOOR STATUS CONTACT
SURGE PROTECTION DEVICE
INTERCOM
CARD READER
PAN-TILT-ZOOM CAMERA
FIXED CAMERA
FIXED CAMERA, 360 DEGREE
FIXED CAMERA, 180 DEGREE
ELECTRIFIED MORTISE LOCK
MECHANICAL PANIC
REQUEST TO EXIT SWITCH
LIMIT SWITCH
CONDUIT CONTINUATION
CONDUIT STUB
GO
T
K
L
J
1 FURNISH AND INSTALL (1) 18 AWG 2 CONDUCTOR CABLE.
FURNISH AND INSTALL (1) 22 AWG 4 CONDUCTOR CABLE.
FURNISH AND INSTALL (1) 22 AWG 6 CONDUCTOR SHIELDED CABLE.
FURNISH AND INSTALL WALL MOUNT CARD READER.
FURNISH AND INSTALL SURFACE MOUNT DOOR CONTACT.
FIELD ROUTE 1 INCH CONDUIT TO SECURITY CONTROL PANEL.
FURNISH AND INSTALL REQUEST-TO-EXIT.
FURNISH AND INSTALL ROLL-UP DOOR CONTACT.
CAMERA TYPE PER DRAWINGS AND SPECIFICATIONS. LENS SIZE AS
REQUIRED TO OBTAIN DESIRED VIEW. INCLUDE APPROPRIATE MOUNTING
HARDWARE FOR THE LOCATION.
INCLUDE TILE BRIDGE AND ELECTRICAL BACKBOX FOR CAMERAS
MOUNTED IN ACOUSTICAL TILE.
PROVIDE ACCESS CONTROL PANEL TO ACCOMMODATE REQUIRED
COMPONENTS.
PROVIDED AND INSTALLED BY THE OWNER (SOUND TRANSIT).
PROVIDED BY TELECOM CONTRACTOR. REFER TO SHEET BT120-JCE262
FOR DETAILS.
PROVIDED BY SECURITY CONTRACTOR.
PROVIDE HOME-RUN 1" CONDUITS FROM CARD READERS AND DOOR
CONTACT TO ACCESS CONTROL PANEL IN THE TELECOM ROOM (TYPICAL).
PROVIDE (1) 6" x 6" x 4" NEMA 1 JUNCTION BOX. MOUNTED ABOVE THE
CEILING ON THE SECURE SIDE, AT EACH ACCESS CONTROLLED DOOR
(TYPICAL).
PROVIDED BY OWNER. INSTALLED BY SECURITY CONTRACTOR.
KEY NOTES:
2
3
9
10
11
4
5
6
7
8
ACAMS ACCESS CONTROL & ALARM MONITOR SYSTEM
CAM CAMERA
C CENTERLINE
CR CARD READER
CO CONDUIT ONLY
CTL CONTROL
DS DOOR STATUS CONTACT
(E)EXISTING
EA.EACH
ELC ELECTRIFIED MORTISE LOCK
EPB ELECTRICAL PULL BOX
EXST EXISTING
FBO FURNISHED BY OTHERS
FDU FIBER OPTIC DISTRIBUTION UNIT
FOC FIBER OPTIC MEDIA CONVERTER
FOPP FIBER OPTIC PATCH PANEL
GO GATE OPERATOR
IC INTERCOM
IFP INTELLIGENT FIELD PROCESSOR
IN INPUT
KPD KEYPAD
LMN LATCH MONITOR
MP MECHANICAL PANIC ALARM
MS MOTION SENSOR
(N)NEW
OH OPPOSITE HAND
OUT OUTPUT
PS POWER SUPPLY
RX REQUEST-TO-EXIT
SECWS SECURITY WORKSTATION
TMP TAMPER SWITCH
TX TRANSMITTER
UON UNLESS OTHERWISE NOTED
L
12
13
14
15
16
11.CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN STRICT COMPLINCE WITH NATIONAL
ELECTRIC CODE (NEC) 70.
12.CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN STRICT COMPLINCE WITH AMERICAN
DISABILITY ACT (ADA).
13.CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN STRICT COMPLINCE WITH
INTERNATIONAL BUILDING CODE (IBC).
14.CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN STRICT COMPLINCE WITH
ST REQUIREMENT MANUAL.
DID DOOR INTRUSION DETECTOR
SPB SECURITY PULL BOX
**REFER TO GEN-GZN006 & GEN-GZN007
FOR ADDITIONAL SYMBOLS AND LEGEND.
17
CR
DSFIXFIXFI
X
FI
X
FI
X
FI
X
FIXFIXFIX
CR
CRCRCR
CRFIXFIXFIXFIXCR
CR
2.A
2.G
2.7
2.D
2.32.1
2.J
2.E
2.112.102.92.82.62.52.4
2.B
2.F
OPERATOR
RESTROOM
BT120L1204
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1207
LACTATION
ROOM
BT120L1202
OPERATOR
RESTROOM
BT120L1206
JANITOR
BT120L1203 SECURITY
BLDG
BT120L1200
TELECOM
BT120L1208
ELECTRICAL
BT120L1209
STORAGE
1
BT120L1210
TELECOMTELECOM
SEC
STORAGE
BT120L1201
BT120-CAM-212
BT120-ACR-01
BT120-ACR-02
BT120-ACR-03
BT120-CAM-213BT120-CAM-211
BT120-CAM-210BT120-ACR-04
BT120-ACP-01
BT120-ACR-05BT120-ACR-06
BT120-ACR-07
BT120-ACR-08
BT120-DID-01
BT120-CAM-201
360
360
360
180
180
180
180
180
180
360
BT120-CAM-203
BT120-CAM-202
BT120-CAM-204
BT120-CAM-205
BT120-CAM-206
BT120-CAM-207
BT120-CAM-208
BT120-CAM-209
BT120-SECWS-03
BT120-SECWS-02
BT120-SECWS-01
BT120L1210B
BT120L1210A
BT120L1209
BT120L1208B
BT120L1208A
BT120L1207 BT120L1206 BT120L1205 BT120L1204
BT120L1203 BT120L1202
BT120L1201
BT120L1200B
BT120L1200A
SECURITY RACK
(CCTV)
BT120-CR-01
12
12
12
2
2
1. REFER TO DRAWING BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
2. THIS PLAN DEPICTS THE GENERAL LOCATION OF EQUIPMENT, FIELD
DEVICES AND CABLE PATHWAYS. AVOID CONFLICTS WITH EXISTING
EQUIPMENT AND COORDINATE FINAL MOUNTING LOCATIONS AND
RACEWAY ROUTING WITH OWNER.
3. EQUIPMENT, FIELD DEVICES, CABLE AND CONDUITS SHALL BE LABELED
WITH APPROPRIATE TAG NUMBERS AS SHOWN ON THE LEGEND,
SPECIFICATIONS AND DETAILS.
4. REFER TO DIV 26 SPECIFICATIONS FOR CONDUIT REQUIREMENTS.
5. DETAILS AS SHOWN ON DWG BT120-JCD551 TO BT120-JCD555 SHALL BE
FOLLOWED WHETHER REFERENCED ON THE PLANS OR NOT.
6. ALL FACILITY DOORS HAVE CARD KEY ACCESS EXCEPT FOR OPERATOR
RESTROOM AND LACTATION ROOM, WHICH WILL BE KEYED ENTRY BY
DRIVERS FROM ST AND KCM.
7. REFER TO DRAWING BT120-JCS051 FOR SECURITY NETWORK RISER
DIAGRAM.
8. REFER TO TELECOM DRAWING BT120-JCP-122 FOR CAMERAS CONDUITS
PATHWAY, DETAILS AND CABLES SCHEDULE.
GENERAL NOTES:
CR
DS
CR
CRCRCR
CR
CR
CR
2.A
2.G
2.7
2.D
2.32.1
2.J
2.E
2.112.102.92.82.62.52.4
2.B
2.F
OPERATOR
RESTROOM
BT120L1204
OPERATOR
RESTROOM
BT120L1205
OPERATOR
RESTROOM
BT120L1207
LACTATION
ROOM
BT120L1202
OPERATOR
RESTROOM
BT120L1206
JANITOR
BT120L1203 SECURITY
BLDG
BT120L1200
TELECOM
BT120L1208
ELECTRICAL
BT120L1209
STORAGE
1
BT120L1210
TELECOM
TELECOM SEC
STORAGE
BT120L1201
BT120-ACR-01
BT120-ACR-02
BT120-ACR-03
BT120-ACR-04
BT120-ACP-01
BT120-ACR-05BT120-ACR-06
BT120-ACR-07
BT120-ACR-08
BT120-DID-01
SECURITY RACK
(CCTV)
BT120-SC-20
BT120-CR-01
16
BT120-SC-19
BT120-SC-17 BT120-SC-16
15
BT120-SC-15
BT120-SC-14
BT120-SC-13
16
BT120-SC-12
BT120-SC-18
3
BT120-JCD551
1
BT120-JCD552
1
BT120-JCD552
1
BT120-JCD552
2
BT120-JCD552
1
BT120-JCD552
1
BT120-JCD552
1
BT120-JCD552
1
BT120-JCD552
CONDUIT AND WIRING SCHEDULE
CONDUIT TAG
EQUIPMENT
REMARK COMMENTS
FROM TO
BT120-SC-12 BT120-ACR-01 BT120-ACP-01 1-1"1-TYPE 'A'ST CARD READER
BT120-SC-13 BT120-ACR-02 BT120-ACP-01 1-1" 1-TYPE 'A' ST CARD READER
BT120-SC-14 BT120-ACR-03 BT120-ACP-01 1-1" 1-TYPE 'A' ST CARD READER
BT120-SC-15 BT120-ACR-04 BT120-ACP-01 1-1" 1-TYPE 'A' ST CARD READER
BT120-SC-16 BT120-ACR-05 BT120-ACP-01 1-1" 1-TYPE 'A' ST CARD READER
BT120-SC-17 BT120-ACR-06 BT120-ACP-01 1-1" 1-TYPE 'A' ST CARD READER
BT120-SC-18 BT120-ACR-07 BT120-ACP-01 1-1" 1-TYPE 'A' ST CARD READER
BT120-SC-19 BT120-ACR-08 BT120-ACP-01 1-1" 1-TYPE 'A' ST CARD READER
BT120-SC-20 BT120-DID-01 BT120-ACP-01 1-1"1-TYPE 'C'ST DOOR CONTACT
CONDUIT
SIZE
WIRE
TYPE
1. REFER TO DRAWING BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
2. THIS PLAN DEPICTS THE GENERAL LOCATION OF EQUIPMENT, FIELD
DEVICES AND CABLE PATHWAYS. AVOID CONFLICTS WITH EXISTING
EQUIPMENT AND COORDINATE FINAL MOUNTING LOCATIONS AND
RACEWAY ROUTING WITH OWNER.
3. EQUIPMENT, FIELD DEVICES, CABLE AND CONDUITS SHALL BE LABELED
WITH APPROPRIATE TAG NUMBERS AS SHOWN ON THE LEGEND,
SPECIFICATIONS AND DETAILS.
4. REFER TO DIV 26 SPECIFICATIONS FOR CONDUIT REQUIREMENTS.
5. DETAILS AS SHOWN ON DWG BT120-JCD551 TO BT120-JCD555 SHALL BE
FOLLOWED WHETHER REFERENCED ON THE PLANS OR NOT.
6. ALL FACILITY DOORS HAVE CARD KEY ACCESS EXCEPT FOR OPERATOR
RESTROOM AND LACTATION ROOM, WHICH WILL BE KEYED ENTRY BY
DRIVERS FROM ST AND KCM.
7. REFER TO DRAWING BT120-JCS051 FOR SECURITY NETWORK RISER
DIAGRAM.
8. REFER TO TELECOM DRAWING BT120-JCP-122 FOR CAMERAS CONDUITS
PATHWAY, DETAILS AND CABLES SCHEDULE.
GENERAL NOTES:
FIX
360 180 180 180 180
FIX FIX
180 180 360 360 360
SURGE
PROTECTION
DEVICE
SECURITY BUILDING
CORE FACILITIES BUILDING
TELECOM ROOM
SECURITY WORKSTATION NO.1
BT120-SECWS-01
HDMI
USB
120V POWER CONNECT
TO THE NEAREST
CONVENIENCE RECEPTACLE
1"
C
,
(
1
)
T
Y
P
E
'
E
'
SECURITY WORKSTATION NO.2
BT120-SECWS-02
1"
C
,
(
1
)
T
Y
P
E
'
E
'
SECURITY WORKSTATION NO.3
BT120-SECWS-03
1"
C
,
(
1
)
T
Y
P
E
'
E
'
C.F. SECURITY
BLDG. INTERIOR
BT120-CAM-211
1"
C
,
(
1
)
T
Y
P
E
'
E
'
1"
C
,
(
1
)
T
Y
P
E
'
D
'
TO OWNER
SECURITY
NETWORK
120V UPS POWER
CONNECT TO THE RACK
POWER DISTRIBUTION UNIT.
SECURITY NETWORK SWITCH
BT120-ETH-01
(RACK-MOUNTED)
SECURITY DIRECTORY SERVER
BT120-NAS-01
(RACK-MOUNTED)
SECURITY ARCHIVER SERVER
BT120-SVR-01
(RACK-MOUNTED)
120V UPS POWER
CONNECT TO THE RACK
POWER DISTRIBUTION UNIT.
POE SURGE PROTECTION DEVICES
BT120-ETHSPD-01
(RACK-MOUNTED)
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. STORAGE
RM SOUTH-EAST
PERIMETER
BT120-CAM-201
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. STORAGE
RM ENTRIES
BT120-CAM-202
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. SOUTH
PERIMETER
BT120-CAM-203
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F.
SOUTH-WEST
PERIMETER
BT120-CAM-204
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. ELECTRICAL &
TELECOM ROOMS
ENTRIES
BT120-CAM-205
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. TELECOM
ROOM SOUTH
INTERIOR
BT120-CAM-206
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. TELECOM
ROOM NORTH
INTERIOR
BT120-CAM-207
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. OPERATOR
RESTROOM
ENTRIES
BT120-CAM-208
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. WEST
PERIMETER
BT120-CAM-209
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. NORTH-EAST
PERIMETER
BT120-CAM-210
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. SECURITY
BLDG.
NORTH-WEST
PERIMETER
BT120-CAM-212
1"
C
,
(
1
)
T
Y
P
E
'
D
'
C.F. SECURITY
BLDG.
NORTH-EAST
PERIMETER
BT120-CAM-213
SECURITY
ENTRY
BT120-ACR-01
ACCESS CONTROL PANEL (16-DOOR)
BT120-ACP-01
(WALL-MOUNTED)
SECURITY
ENTRY
BT120-ACR-02
1"
C
,
(
1
)
T
Y
P
E
'
A
'
1"
C
,
(
1
)
T
Y
P
E
'
A
'
SEC STORAGE
ENTRY
BT120-ACR-03
JANITOR
ENTRY
BT120-ACR-04
1"
C
,
(
1
)
T
Y
P
E
'
A
'
1"
C
,
(
1
)
T
Y
P
E
'
A
'
TELECOM
ENTRY
BT120-ACR-05
TELECOM
ENTRY
BT120-ACR-06
1"
C
,
(
1
)
T
Y
P
E
'
A
'
1"
C
,
(
1
)
T
Y
P
E
'
A
'
ELECTRICAL
ENTRY
BT120-ACR-07
1"
C
,
(
1
)
T
Y
P
E
'
A
'
1"
C
,
(
1
)
T
Y
P
E
'
C
'
1"
C
,
(
1
)
T
Y
P
E
'
D
'
120VAC
TO ELECTRICAL
PANEL
1"C, 2#12, #12G (TYP)
STORAGE 1
OVERHEAD
BT120-DID-01
1"
C
,
(
1
)
T
Y
P
E
'
A
'
HDMI
USB
120V POWER CONNECT
TO THE NEAREST
CONVENIENCE RECEPTACLE
HDMI
USB
120V POWER CONNECT
TO THE NEAREST
CONVENIENCE RECEPTACLE
CR
RXDS
EL
CR
RXDS
EL
CR
DS RX
EL
CR
DS RX
EL
CR
DS RX
EL
CR
DS RX
EL
CR
DS RX
EL
DS
120V UPS POWER
CONNECT TO THE RACK
POWER DISTRIBUTION UNIT.
STORAGE 1
ENTRY
BT120-ACR-08
CR
DS RX
EL
CAT6 COPPER PATCH PANEL
BT120-CPP-01
(RACK-MOUNTED)
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
1
1
:
1
1
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
1
3
:
1
3
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
1
2
:
1
2
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
1
0
:
1
0
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
0
9
:
0
9
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
0
8
:
0
8
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
0
5
:
0
5
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
0
4
:
0
4
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
0
1
:
0
1
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
0
2
:
0
2
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
0
3
:
0
3
SURGE
PROTECTION
DEVICE
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
0
7
:
0
7
CA
T
6
-BT
1
2
0
-L1
2
0
8
-CR
0
1
-DA
T
A
0
6
:
0
6
1. REFER TO DWG BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
2. SECURITY VENDOR TO CONFIGURE NEW SECURITY SWITCHES, ACCESS
CONTROL PANELS, SECURITY SERVER, AND SECURITY APPLICATIONS
TO MAKE A COMPLETE AND FUNCTIONAL SYSTEM.
3. ACCESS CONTROL SERVER IS LOCATED OFFSITE THE FACILITY.
GENERAL NOTES:
CORE FACILITIES BUILDING
TELECOM ROOM
120V UPS POWER
CONNECT TO THE RACK
POWER DISTRIBUTION UNIT.
SECURITY NETWORK SWITCH
BT120-ETH-01
(RACK-MOUNTED)
POE SURGE PROTECTION DEVICES
BT120-ETHSPD-01
(RACK-MOUNTED)
CAT6 COPPER PATCH PANEL
BT120-CPP-01
(RACK-MOUNTED)
CENTER PARKING LOT CES
360
BT120-CAM-09
2"
C
,
(
1
)
T
Y
P
E
'
E
'
BEB CHARGING AREA
360
BT120-CAM-10
POE
EXT
2"
C
,
(
1
)
T
Y
P
E
'
E
'
BEB YARD ROAD
360
BT120-CAM-12
POE
EXT
2"
C
,
(
1
)
T
Y
P
E
'
E
'
SOUTH PED ENTRANCE 2
360
BT120-CAM-13
2"
C
,
(
1
)
T
Y
P
E
'
E
'
SOUTH PED ENTRANCE 1
360
BT120-CAM-14
2"
C
,
(
1
)
T
Y
P
E
'
E
'
SOUTHWEST PARKING LOT
360
BT120-CAM-15
POE
EXT
2"
C
,
(
1
)
T
Y
P
E
'
E
'
LAKE AVE PARKING LOT
ENTRANCE
360
BT120-CAM-16
POE
EXT
2"
C
,
(
1
)
T
Y
P
E
'
E
'
SURGE
PROTECTION
DEVICE
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
1
5
:
1
5
SURGE
PROTECTION
DEVICE
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
1
6
:
1
6
SURGE
PROTECTION
DEVICE
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
1
8
:
1
8
SURGE
PROTECTION
DEVICE
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
1
9
:
1
9
SURGE
PROTECTION
DEVICE
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
2
0
:
2
0
SURGE
PROTECTION
DEVICE
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
2
1
:
2
1
SURGE
PROTECTION
DEVICE
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
2
2
:
2
2
POE
EXT
PARKING LOT ENTRANCE
360
BT120-CAM-02
SURGE
PROTECTION
DEVICE
2"
C
,
(
1
)
T
Y
P
E
'
E
'
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
1
4
:
1
4
PEDESTRIAN PATH AND
S GRADY WAY
360
BT120-CAM-17
SURGE
PROTECTION
DEVICE
2"
C
,
(
1
)
T
Y
P
E
'
E
'
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
2
3
:
2
3
LAKE AVE PARKING LOT
ENTRANCE
360
BT120-CAM-18
SURGE
PROTECTION
DEVICE
2"
C
,
(
1
)
T
Y
P
E
'
E
'
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
2
4
:
2
4
PARKING LOT
360
BT120-CAM-04
SURGE
PROTECTION
DEVICE
2"
C
,
(
1
)
T
Y
P
E
'
E
'
CA
T
6
-
B
T
1
2
0
-
L
1
2
0
8
-
C
R
0
1
-
D
A
T
A
2
5
:
2
5
POE
EXT
POE
EXT
1. REFER TO DWG BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
2. SECURITY VENDOR TO CONFIGURE NEW SECURITY SWITCHES, ACCESS
CONTROL PANELS, SECURITY SERVER, AND SECURITY APPLICATIONS
TO MAKE A COMPLETE AND FUNCTIONAL SYSTEM.
3. ACCESS CONTROL SERVER IS LOCATED OFFSITE THE FACILITY.
GENERAL NOTES:
CRDS
ESRX
6"
42
"
A
.
F
.
F
.
6
6" x 6" x 4" NEMA 1
JUNCTION BOX,
MOUNTED ON SECURE
SIDE OF DOOR
CARD READER FLUSH
MOUNTED ON SINGLE GANG
BACK-BOX
TO LOCAL
SECURITY
PANEL
3
2
1
7
45
DOOR STATUS SWITCH
(SURFACE MOUNT)
DOOR STATUS MAGNET
(SURFACE MOUNT)
1
REQUEST TO EXIT (RX),
HORIZONTAL FLUSH
MOUNTED ON BACKBOX
FUNCTIONALITY:
IN THE NORMAL STATE THE DOOR IS CLOSED, LOCKED ON THE OUTSIDE AND UNLOCKED ON
THE INSIDE. NORMAL OPERATION IS BY CARD READER ON THE OUTSIDE AND BY MOTION
DETECTOR ON THE INSIDE. THE MOTION DETECTOR WILL SHUNT AN ALARM AND ENABLE
AUTHORIZED EXIT. IF THE DOOR IS OPENED WITHOUT THE OPERATION OF THE CARD READER
OR MOTION DETECTOR, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL.
12"
CRDS
ESRX
6"
42
"
A
.
F
.
F
.
6
CARD READER FLUSH
MOUNTED ON SINGLE
GANG BACK-BOX
DOOR STATUS SWITCH
(SURFACE MOUNT)
DOOR STATUS SWITCH
MAGNET (SURFACE MOUNT)
REQUEST TO EXIT (RX),
HORIZONTAL FLUSH
MOUNTED ON BACKBOX
6" x 6" x 4" NEMA 1
JUNCTION BOX,
MOUNTED ON
SECURE
SIDE OF DOOR
TO LOCAL
SECURITY
PANEL
3
2
1
7
45
1
FUNCTIONALITY:
IN THE NORMAL STATE THE DOOR IS CLOSED, LOCKED ON THE OUTSIDE AND UNLOCKED ON
THE INSIDE. NORMAL OPERATION IS BY CARD READER ON THE OUTSIDE AND BY MOTION
DETECTOR ON THE INSIDE. THE MOTION DETECTOR WILL SHUNT AN ALARM AND ENABLE
AUTHORIZED EXIT. IF THE DOOR IS OPENED WITHOUT THE OPERATION OF THE CARD READER
OR MOTION DETECTOR, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL.
12"DS
SC
H
E
D
U
L
E
D
O
O
R
H
E
I
G
H
T
DOUBLE GANG J-BOX
6
SINGLE
GANG
J-BOX
ROLL-UP
DOOR
TO LOCAL
SECURITY
PANEL
1
8
DOOR STATUS SWITCH
(SURACE MOUNT)
DOOR MAGNET
(SURFACE MOUNT)
FUNCTIONALITY:
IN THE NORMAL STATE THE DOOR IS CLOSED, LOCKED FROM THE INSIDE. IF THE DOOR IS
OPENED, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL.
6"
42
"
A
.
F
.
F
.
CARD READER FLUSH
MOUNTED ON SINGLE
GANG BACK-BOX
DOOR STATUS SWITCH
(SURFACE MOUNT)
DOOR STATUS SWITCH
MAGNET (SURFACE MOUNT)
REQUEST TO EXIT (RX),
HORIZONTAL FLUSH
MOUNTED ON BACKBOX
6" x 6" x 4" NEMA 1
JUNCTION BOX,
MOUNTED ON SECURE
SIDE OF DOOR
FUNCTIONALITY:
IN THE NORMAL STATE THE DOOR IS CLOSED, LOCKED ON THE OUTSIDE AND UNLOCKED ON
THE INSIDE. NORMAL OPERATION IS BY CARD READER ON THE OUTSIDE AND BY MOTION
DETECTOR ON THE INSIDE. THE MOTION DETECTOR WILL SHUNT AN ALARM AND ENABLE
AUTHORIZED EXIT. IF THE DOOR IS OPENED WITHOUT THE OPERATION OF THE CARD READER
OR MOTION DETECTOR, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL.
TO LOCAL
SECURITY
PANEL
EH
EL
DS
RX
CR
5 4
3
2
7
11
6
12"
ELECTRIFIED HINGE
PANIC HARDWARE
WITH ELECTRIFIED
LOCKSET
FUNCTIONALITY:
IN NORMAL STATE THE DOOR IS CLOSED, LOCKED ON THE OUTSIDE AND UNLOCKED ON
THE INSIDE. NORMAL OPERATION IS BY CARD READER ON THE OUTSIDE AND BY MOTION
DETECTOR ON THE INSIDE. THE MOTION DETECTOR WILL SHUNT AN ALARM AND ENABLE
AUTHORIZED EXIT. IF THE DOOR IS OPENED WITHOUT THE OPERATION OF THE CARD
READER, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL.
42
"
A
.
F
.
F
.
CARD READER
FLUSH MOUNTED
ON SINGLE GANG
BACK-BOX
APPROX 6"
REQUEST TO EXIT (RX)
(HORZONTALLY SURFACE MOUNTED)
6" x 6" x 4" NEMA 1
JUNCTION BOX,
MOUNTED ON SECURE
SIDE OF DOOR
DOOR STATUS SWITCH
TO LOCAL
SECURITY
PANEL
6
CR EH
EL
DS DS
RX
3
4
1
1 2
7
1
5
1
6" 6"
12"
ELECTRIFIED HINGE
PANIC HARDWARE WITH ELECTRIFIED
LOCKSET (ACTIVE LEAF)
WALL/BEAM MOUNT
TO DIGITAL
RECORDING
EQUIPMENT
CEILING MOUNT
TO DIGITAL
RECORDING
EQUIPMENT
9 10
9
FRONT VIEW
TO DIGITAL
RECORDING
EQUIPMENT
SIDE VIEW
9
POWER
SUPPLY
2" CONDUITS2" CONDUITS
GUTTER
TO FIELD DEVICES
JB120 VAC POWER
TAMPER
SWITCH
(TYP)
HINGED
DOOR 1" CONDUITS
IO
SERIAL
BOARD
ACCESS
CONTROLLER
DISTRIBUTION
MODULE
11
13
BT120-FPP-01
FIBER PATCH PANEL
(2RU)
13
BT120-CPP-01
COPPER PATCH PANEL
(2RU | 48-PORTS)
14
BT120-ETHSPD-01
POE SURGE PROTECTION DEVICE
(1RU | 24-PORTS)
17
BT120-ETH-01
SECURITY NETWORK POE SWITCHES
(1RU | 48-PORTS)
14
BT120-SVR-01
SECURITY DIRECTORY SERVER
(2RU)
14
BT120-NAS-01
SECURITY ARCHIVER SERVER
(2RU)
POWER DISTRIBUTION UNIT
(1RU)
13BT120-UPS-05
UPS
BT120-CR-01
SECURITY RACK
14HORIZONTAL CABLE MANAGER
13
TYP.
14
CABLE TO LOCAL
SECURITY PANEL
CARD READER
CL 42" AFF
SINGLE GANG
BACK-BOX
BUFFER PLATE WALL
CONDUIT
PIPE STRAP
WIRING DEVICE
OR ELECTRICAL
EQUIPMENT
FLOOR OR
PLATFORM
NOTES 2 AND 3
FOR CONTROL
STATIONS MOUNT
AT 4'-0"±
NOTES:
CONCRETE OR MASONRY
WALL OR COLUMN
ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. USE BOTH WASHER
AND LOCK WASHERS UNDER ALL NUTS.
ON CONCRETE WALLS USE STAINLESS STEEL CONCRETE ANCHORS.
MOUNT ENCLOSURE ON SPACERS OF MIN 1/2" SCHEDULE 80 PVC CONDUIT.
BOXES 6 INCHES SQUARE AND SMALLER SHALL BE SUPPORTED BY TWO ANCHORS,
MIN. LARGER BOXES SHALL BE SUPPORTED AS REQUIRED BY CALCULATION;
FOUR ANCHORS MIN.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
AS SPECIFIED.
1.
2.
3.
4.
CONDUIT
SUPPORT
CONCRETE ANCHOR
AS SPECIFIED
CONDUIT
CONDUIT
CLAMP
WALL OR
COLUMN
CONCRETE
ANCHOR
FORMED
STEEL CHANNEL
NOTES:
SUPPORT ALL EXPOSED CONDUITS ON FORMED STEEL CHANNELS.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
AS SPECIFIED.
1.
2.
3"
4"
2
1
/
2
"
1
1
/
4
"
1/2"
DRILL HOLE, AS
REQUIRED FOR
CONDUIT FITTING
FLEXIBLE
CONDUIT
TOP
CONDUIT
CONNECTOR
CONDUIT
CONNECTOR
FRONT SIDE
MIN 12 GAUGE SHEET
METAL GALVANIZED
AFTER FABRICATION
GRADE GROUNDING WELL
GRAVEL
GROUND ROD
GROUNDING
CONNECTORS:
"O-Z/GEDNEY"
TYPE ABG, OR EQUAL
GROUNDING
CONDUCTOR
LB CONDULET
FINISH GRADE
EXISTING
BUILDING
WALL
LB
CONDULET
NOTES:
INSTALL CONDUITS THROUGH EXISTING WALLS IN ACCORDANCE
WITH THIS DETAIL IF NOT OTHERWISE INDICATED.
DRILL HOLE USING METHODS THAT LEAVE A SMOOTH OPENING.
SEAL OPENING AROUND CONDUIT, INSIDE, AND OUTSIDE, WITH
ONE PART POLYURETHANE IMMERSIBLE SEALANT.
1.
2.
CONDUIT
OU
T
S
I
D
E
DI
A
M
E
T
E
R
GALVANIZED STEEL
SHEET METAL
ESCUTCHEON, TYP
INSULATION AS REQUIRED
TO FILL CAVITY
OF
C
O
N
D
U
I
T
PL
U
S
1
"
,
M
I
N
NOTES:
1.CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL
SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. IF
WALL IS A FIRE WALL, FILL CAVITY WITH FIRE STOP SEALANT
AS SPECIFIED.
GALVANIZED STEEL PIPE
SLEEVE OR CORE DRILLED
HOLE IN CONCRETE WALL
STRUCTURAL SLAB
PROVIDE A PVC SLEEVE AND
FILL WITH A SUITABLE PLASTIC
EXPANDABLE COMPOUND WHERE
CONDUIT PASSES THROUGH SLAB CONDUIT. FOR TYPE
REQUIRED, SEE
SPECIFICATIONS
NOTES:
ALL CONDUITS THROUGH CONCRETE FLOOR SLABS AND
EQUIPMENT PADS SHALL BE INSTALLED IN ACCORDANCE
WITH THIS DETAIL.
1.
12
"
3"
MI
N
3"
MI
N
"D"
COMPACTED
EARTH BACKFILL
1'-2" MIN
(2-DUCTS)
8" MIN
(1-DUCT)
2"
MIN
2"
MIN
D = 3" MIN FOR 2" AND
LARGER CONDUIT
D = 2" MIN FOR 1 1/2" AND
SMALLER CONDUIT
24
"
M
I
N
(
<
6
0
0
V
O
L
T
S
)
36
"
M
I
N
(
>
6
0
0
V
O
L
T
S
)
FINISH
GRADE
SEE TRENCH AC
TOPPING DETAIL
(IF APPLICABLE)
CONDUIT
COMPACTED
BEDDING AND
PIPE ZONE
MATERIAL
PLASTIC, MAGNETIC
3" WIDE DETECTABLE
TAPE
6"
EARTH BACKFILL
SUBGRADE
BASE
EXISTING
SURFACING
SHOWN FOR
REFERENCE
ONLY, ACTUAL
CONDITIONS
WILL VARY
BITUMINOUS SURFACE
COURSE, MATCH OR
EXCEED EXISTING
CONDITIONS
AC
PAVEMENT
6" MIN
SETBACK
2'-0" MIN (<600VOLTS)
3'-0" MIN (>600 VOLTS)
TO TOP OF DUCT
NOTES:
TYPICAL FOR EXISTING PAVEMENT AREAS THAT ARE USED BY VEHICLES.1.
2'
-
0
"
M
I
N
4" TYP
2"
GROUND ROD
RE
Q
U
I
R
E
D
4
8
"
M
I
N
WI
D
T
H
A
S
SECTION
FOR CONDUIT
ENTRANCE,
FOR CONCRETE
ENCASED DUCT
BANK ENTRANCE,
LIFT BRACKETS
HINGED COVER
CABLE RACKS OR
SUPPORT BRACKET
ALL SIDES. MAY BE
EMBEDDED OR
BOLTED
2605-445
2605-446
LENGTH VARIES,
SEE SCHEDULE
DE
P
T
H
VA
R
I
E
S
,
SE
E
SC
H
E
D
U
L
E
1'
-
0
"
MI
N
12
"
MI
N
GRADING RINGS
AS REQUIRED
INSCRIBE
"ELECTRICAL"
COVER LOCKING
SCREWS,
(TYP FOR 4)
HOT-DIPPED GALVANIZED
STEEL TRAFFIC DUTY COVER
AND FRAME HS-20 LOADING
FINISH
GRADE
CONDUIT OR
CONCRETE ENCASED
DUCT BANK
COMPACTED
GRAVEL, 12"
DEEP, MIN
3/4" MINUS
6" MIN DRAIN
WITH GRATE
10 CF 1" TO 1 1/2"
GRAVEL, ALL
AROUND SUMP
GROUT TO FULL
WALL THICKNESS
AROUND PIPES AT
KNOCKOUTS, TYP
PLAN
4 LIFTING INSERTS
PVC CONDUIT
PVC END BELL
OUTSIDE FACE
OF HANDHOLE/
MANHOLE WALL
INSIDE FACE
OF HANDHOLE/
MANHOLE WALL
GROUT TO FULL
WALL THICKNESS
AROUND PIPES AT
KNOCKOUTS, TYP
CABLE TRAY
CONDUIT DROP,
SIZE AS NOTED
GROUND CONDUCTOR,
SIZE AS REQUIRED
PARALLEL CLAMP,
SIZE AS REQUIRED
2/0 BARE COPPER STRANDED
GROUND CONDUCTOR
UNLESS OTHERWISE INDICATED
INSULATING GROUNDING
BUSHING WITH INSULATED
THROAT, SIZE AS REQUIRED
NOTES:
FASTENING HARDWARE IN TRAY SHALL BE ROUNDED
AND HAVE NO SHARP CORNERS.
1.
CABLE TRAY
CLAMP