HomeMy WebLinkAboutP_construction drawings & site plans_Rev 2_01.30.18PROJECT SUMMARY
PROJECT DESCRIPTION
VICINITY MAP
DRIVING DIRECTIONS
CODE COMPLIANCE
T-1 TITLE SHEET
A-2 ENLARGED PLANS
NOT TO SCALE
IMAGE SOURCE: GOOGLE MAPS
PROJECT TEAM SHEET DESCRIPTION
SIGNATURE BLOCK
WO ADMINISTRATOR:
EQUIPMENT COORDINATOR:
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE
THE SUBCONTRACTOR TO PROCEED WITH CONSTRUCTION DESCRIBED HEREIN. ALL
DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE
CHANGES OR MODIFICATIONS.
PROJECT ADMINISTRATOR:
DISCIPLINE:
RF ENGINEER:
TELCO COORDINATOR:
SITE ACQUISITION MANAGER:
PARABOLIC:
CONSTRUCTION MANAGER:
SIGNATURE:DATE:
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE
CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES.
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
T-1
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
TITLE
SHEETVERIZON PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS FACILITY
CONSISTING OF: (8) PANEL ANTENNAS (2 PER SECTOR), (12) RRU'S, (2) OVP'S, AND (2)
EQUIPMENT CABINETS WITHIN A NEW SCREEN ENCLOSURE ON THE ROOFTOP OF AN EXISTING
BUILDING, WITH CABLING AS NEEDED.
T-2 GENERAL NOTES, LEGEND, & ABBREVIATIONS
LEGAL DESCRIPTION:SEE SV1
APN:1352301205
COUNTY: KING
JURISDICTION: CITY OF RENTON
CURRENT ZONING:CA
PLANNING
APPLICANT'S REPRESENTATIVE
LESSEE
COMPANY:VERIZON
ADDRESS:3245 158TH AVE SE
CITY, STATE, ZIP:BELLEVUE, WA 98008
CONTACT:MICHAEL CUNNINGHAM
PHONE: (425) 603-8021
EMAIL: michael.cunningham@verizonwireless.com
SITE AQUISITION
PROPERTY INFORMATION:
AREA OF CONSTRUCTION:(48,30(17 $17(11$$5($ B64)7
TOTAL ACREAGE:$&5(6
TYPE OF CONSTRUCTION:II-B
OCCUPANCY GROUP:U
SEISMIC DESIGN CATEGORY:D
PROPOSED USE:UNMANNED TELECOMMUNICATIONS FACILITY
HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN
HABITATION. HANDICAPPED ACCESS NOT REQUIRED.
CONSTRUCTION INFORMATION:
PROFESSIONAL OF RECORD
COMPANY:INFINIGY ENGINEERING
ADDRESS:50 116TH AVE SE, SUITE 210
CITY, STATE, ZIP:BELLEVUE, WA 98004
CONTACT:PAUL DANNEBERG
PHONE:(425) 201-4215 x1603
E-MAIL:pdanneberg@infinigy.com
LATITUDE:
1
LONGITUDE:
:
AMSL: 38.6' AMSL (NAVD '88)
LAT / LONG COORDINATES:
PROPERTY OWNER:
SITE
FROM VERIZON OFFICE (3245 158TH AVE SE, BELLEVUE, WA 98008):
HEAD SOUTH ON 158TH AVE SE 118 FT
TURN RIGHT ONTO SE EASTGATE WAY 0.1 MI
TURN LEFT ONTO THE I-90 W RAMP TO SEATTLE 0.2 MI
KEEP LEFT, FOLLOW SIGNS FOR I-90 W/SEATTLE AND MERGE ONTO I-90 W 0.2 MI
MERGE ONTO I-90 W 0.9 MI
USE THE RIGHT 2 LANES TO TAKE EXIT 10 FOR INTERSTATE 405 S TOWARD RENTON 0.8 MI
MERGE ONTO I-405 S 6.0 MI
TAKE EXIT 4 FOR WA-900 W TOWARD WA-169 S/RENTON/ENUMCLAW 0.2 MI
MERGE ONTO WA-900/SUNSET BLVD N 0.3 MI
TURN RIGHT ONTO NE 3RD ST 236 FT
NE 3RD ST TURNS SLIGHTLY RIGHT AND BECOMES FACTORY PL N 0.1 MI
TURN RIGHT ONTO N 4TH ST 469 FT
DESTINATION WILL BE ON THE RIGHT
1655 N 4TH ST, RENTON, WA 98057
ANTENNA PLAN & RF DETAILS
E-1
ELECTRICAL 1-LINE DIAGRAM, UTILITY NOTES & ROUTING
RF SIGNAGE
RF-1
G-1 SCHEMATIC GROUNDING PLAN & NOTES
RF PLUMBING DIAGRAMRF-2
G-2 GROUNDING DETAILS
IMPLEMENTATION CONTACT
COMPANY:VERIZON
ADDRESS:3245 158TH AVE SE
CITY, STATE, ZIP:BELLEVUE, WA 98008
CONTACT:TRAVIS NICHOLS
PHONE:(425) 531-5224
E-2
UTILITY ROUTING PLAN & DETAILS
CONSTRUCTION DETAILS
COMPANY:SEATTLE OPERA
ADDRESS:1655 N 4TH ST
CITY, STATE, ZIP:RENTON, WA 98057
CONTACT:JANE REPENSEK
PHONE: (917) 513-1318
A-5
SITE SURVEYSV-1
A-6
N
1. 2015 INTERNATIONAL BUILDING CODE
2. 2014 NATIONAL ELECTRICAL CODE
3. 2015 INTERNATIONAL FIRE CODE
4. 2015 INTERNATIONAL MECHANICAL CODE
5. 2015 UNIFORM PLUMBING CODE
OVERALL SITE PLANA-1
COMPANY:MD7
ADDRESS:9725 THIRD AVE NE, SUITE 410
CITY, STATE, ZIP:SEATTLE, WA 98115
CONTACT:BECKY TODD
PHONE:(206) 310-1793
E-MAIL:btodd@md7.com
COMPANY:MD7
ADDRESS:9725 THIRD AVE NE, SUITE 410
CITY, STATE, ZIP:SEATTLE, WA 98115
CONTACT:CHRISTA KLUMB
PHONE:(425) 350-9095
E-MAIL:cklumb@md7.com
COMPANY:MD7
ADDRESS:9725 THIRD AVE NE, SUITE 410
CITY, STATE, ZIP:SEATTLE, WA 98115
CONTACT:CHRISTA KLUMB
PHONE:(425) 350-9095
E-MAIL:cklumb@md7.com
A-4
A-3 NORTH & EAST ELEVATIONS
SOUTH & WEST ELEVATIONS
S-1 GENERAL NOTES
S-2 ENLARGED PLAN
S-3 3D VIEW
S-4 PLAN VIEW
S-5 OVERALL VIEWS
S-6 DETAILS
S-7 DETAILS
S-8 ROOF BEAM REINFORCEMENT
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
T-2
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
GENERAL NOTES, LEGEND,
& ABBREVIATIONS
GENERAL NOTES
3 ABBREVIATIONS
1LEGEND
EXOTHERMIC GROUND CONN. (CADWELD)
MECHANICAL GROUND CONN.
GRAVEL
EARTH
CONCRETE
FND. MONUMENT
SPOT ELEVATION
LIGHT POLE
SECTION REFERENCEX
X-X
ELEVATION REFERENCEX-X
X
GRID REFERENCE
DETAIL REFERENCE
X
REVISION1
PROPERTY/LEASE LINE
CENTERLINE
SAND
ELECTRIC AND TELCO CONDUIT
CHAIN LINK FENCE
TELEPHONE (TELCO) CONDUIT
ELECTRICAL (POWER) CONDUIT
COAXIAL CABLE
NEW ANTENNA
EXISTING ANTENNA
NEW RRU
NEW POST
NEW LIGHT
DETAIL NO. X ON SHEET X-X
GROUND ROD
XIT GROUND ROD
GROUND ROD WITH ACCESS WELL
WOOD OR WROUGHT IRON FENCE
PULL BOX
METER PEDESTAL
POWER POLE
OVERHEAD SERVICE CONDUCTORS
EXPANSIONEXP.
GROUND FAULT CIRCUIT INTERRUPTER
GLOBAL POSITIONING SYSTEM
G.F.I.
GLB.(GLU-LAM)
GPS
GLUE LAMINATED BEAM
F.S.
FTG.
G.
GA.
GI.
FT.(')
GALVANIZE(D)
GAUGE
FOOTING
FOOT(FEET)
FINISH SURFACE
GROWTH (CABINET)
FINISH(ED)
FDN.
F.O.W.
F.O.C.
F.O.M.
F.O.S.
FLR.
FACE OF WALL
FACE OF STUD
FOUNDATION
FLOOR
FACE OF MASONRY
FACE OF CONCRETE
FAB.
EXT.
FIN.
F.G.
F.F.
EXST.(E)
FINISH FLOOR
FINISH GRADE
EXTERIOR
FABRICATION(OR)
EXISTING
UNLESS NOTED OTHERWISE
WEIGHTWT.
CL
PL PLATE; PROPERTY LINE
CENTERLINE
W
V.I.F.
WD.
W.P.
W/
U.N.O.
WITH
WOOD
WEATHERPROOF
WIDE(WIDTH)
VERIFY IN FIELD
UNDERWRITERS LABORATORY
TYP.
T.O.S.
T.O.W.
U.L.
U.G.
T.O.P.
TYPICAL
UNDER GROUND
TOP OF STEEL
TOP OF WALL
TOP OF PLATE (PARAPET)
THK.
T.N.
T.O.C.
T.O.F.
T.O.A.
TEMP.
TOE NAIL
THICK(NESS)
TOP OF CURB
TOP OF ANTENNA
TOP OF FOUNDATION
TEMPORARY
ANTENNA CABLE COVER ASSEMBLY
BARE TINNED COPPER WIRE
ELECTRICAL METALLIC TUBING
CLG.CEILING
DIAGONALDIAG.
ELECTRICALELEC.
E.N.
EMT.
EQ.
ENG.
ELEV.
EQUAL
ENGINEER
EDGE NAIL
ELEVATOR
DWG.
DWL.
DIM.
EL.
EA.EACH
ELEVATION
DOWEL(S)
DRAWING(S)
DIMENSION
CONTINUOUSCONT.
DBL.
d
D.F.
DIA.
DEPT.DEPARTMENT
DOUGLAS FIR
DIAMETER
PENNY (NAILS)
DOUBLE
CLR.
COL.
CONC.
CONN.
CONST.
CLEAR
CONSTRUCTION
COLUMN
CONCRETE
CONNECTION(OR)
ARCHITECT(URAL)
B/U
CAB.
C.I.P.
CANT.
B.O.F.
BTCW.
CABINET
BOTTOM OF FOOTING
CAST IN PLACE
CANTILEVER(ED)
BACK-UP CABINET
BLK.
B.N.
BM.
BLDG.
BLKG.
AWG.
BEAM
BLOCK
BUILDING
BLOCKING
BOUNDARY NAILING
AMERICAN WIRE GAUGE
A.F.F.ABOVE FINISHED FLOOR
ALT.
ANT.
APPRX.
ARCH.
ALUM.
A.F.G.
ALTERNATE
ALUMINUM
ANTENNA
ABOVE FINISHED GRADE
APPROXIMATE(LY)
ABV.
A.B.
ADD'L
ACCA
ANCHOR BOLT
ABOVE
ADDITIONAL
OPENINGOPNG.
REFERENCEREF.
SIMILARSIM.
SQ.
S.S.
STL.
STD.
SPEC.
STRUC.
SQUARE
STEEL
SPECIFICATION(S)
STANDARD
STRUCTURAL
STAINLESS STEEL
RGS.
SHT.
SCH.
REQ'D.
REINF.
SHEET
REQUIRED
SCHEDULE
RIGID GALVANIZED STEEL
REINFORCEMENT(ING)
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
PERSONAL COMMUNICATION SERVICES
POWER PROTECTION CABINET
P.S.F.
P.S.I.
P.T.
PWR.
QTY.
RAD.(R)
QUANTITY
RADIUS
PRESSURE TREATED
POWER (CABINET)
PLY.
P/C
PCS
PPC
PRC
PLYWOOD
PRECAST CONCRETE
PRIMARY RADIO CABINET
LONG(ITUDINAL)
(N)
MTL.
O.C.
N.T.S.
MISC.
NO.(#)
NEW (PROVIDE AND INSTALL U.N.O.)
METAL
NUMBER
ON CENTER
MISCELLANEOUS
NOT TO SCALE
M.B.
MAX.
MIN.
MFR.
MAS.
MECH.
MAXIMUM
MINIMUM
MECHANICAL
MACHINE BOLT
MANUFACTURER
MASONRY
ISOLATED COPPER GROUND BUSICGB.
INT.
L.F.
L.
L.B.
IN.(")
LB.(#)
INTERIOR
INCH(ES)
POUND(S)
LAG BOLTS
LINEAR FEET (FOOT)
HDR.
HT.
HGR.
GRND.GROUND
HEADER
HEIGHT
HANGER
ABBREVIATION DEFINITION ABBREVIATION DEFINITION
C CONDUIT
CO CONDUIT ONLY
GEN.GENERATOR
INTERIOR GROUND RING (HALO)IGR.
MIGB.MASTER INSULATED GROUND BAR
TEL.TEL
RWY.RACEWAY
PVC POLYVINYL CHLORIDE CONDUIT
S.L.D.SINGLE LINE DIAGRAM
X
X-X
2
1. THIS FACILITY IS AN UNMANNED WIRELESS TELECOMMUNICATIONS EQUIPMENT FACILITY. THE OCCUPANCY CLASSIFICATION IS
U.
2. THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, ACCESSIBILITY ACCESS AND REQUIREMENTS ARE NOT
REQUIRED IN ACCORDANCE WITH 2015 IBC.
3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY
DISCREPANCIES, CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO SUBMITTING BIDS,
AND PROCEEDING WITH ANY WORK.
4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY
MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT
LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR
INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE
ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE
APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT.
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,
WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR
SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF
THE WORK. CONTACT USA DIG ALERT @ 800-227-2600
6. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR
DURING CONSTRUCTION. ANY DAMAGE TO NEW OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY
REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF
REPAIRING OR REPLACING ANY DAMAGED AREAS.
7. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE
AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS
REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT
THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE
CONTRACTOR SHALL FORWARD THE AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE
PROJECT AT THE CONCLUSION OF THE PROJECT.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL
THE JOB IS COMPLETE.
9. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES AS REQUIRED BY THE
PROPERTY OWNER OR GOVERNING AGENCY.
10. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST IBC AND ALL OTHER GOVERNING CODES, THE
MOST RESTRICTIVE CODE SHALL GOVERN.
11. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA
REQUIREMENTS.
12. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS
NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED
WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT.
13. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND
COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT.
14. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT
TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED
AGENT. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT.
15. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES.
16. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR
INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS.
17. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH
FIRE RATED ASSEMBLIES.
18. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT
COLOR EXCEPT AS NOTED IN THE PLANS.
19. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT. OF
TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA.
20. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY
RESPONSIBLE FOR APPROVING THE RESULTS.
21. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE
NOT SPECIFICALLY SHOWN OTHERWISE.
22.ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED
CONDITION AT ALL TIMES.
23. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND
CONSTRUCTION EFFORT AS MANDATED BY THE GOVERNING AGENCY.
24. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A
QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE
NOTIFIED FOR CLARIFICATIONS.
GENERAL
1. STRUCTURAL FILL AND BACKFILL SHOULD CONSIST OF A NON-EXPANSIVE GRANULAR MATERIAL APPROVED BY THE
GEOTECHNICAL ENGINEER AND PLACED IN UNIFORM 6" LIFTS.
2. STRUCTURAL FILL PLACED FOR SUPPORT OF FOUNDATION SHALL BE COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY
FROM ASTM D698 (STANDARD PROCTOR).
3. STRUCTURAL FILL UNDERNEATH FOUNDATIONS AND SLABS SHALL BE COMPACTED WITH A SMOOTH VIBRATORY COMPACTION
DEVICE PRIOR TO CONCRETE PLACEMENT.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318.
5. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI. UNLESS OTHERWISE SPECIFIED. WATER
CEMENTITIOUS MATERIAL/RATIO AND AIR CONTENT SHALL COMPLY WITH ACI 318 SECTION 4.1 & 4.2.
6. CEMENT FOR CONCRETE OR MASONRY MORTAR SHALL BE TYPE V "PORTLAND CEMENT" AND CONFORM TO ASTM C-150
STANDARDS. UNLESS OTHERWISE SPECIFIED IN GEOTECH REPORT OR IN THE DRAWINGS.
7. AGGREGATE FOR CONCRETE SHALL CONFORM TO ASTM C-33 STANDARDS.
8. CONCRETE SHALL BE DEPOSITED IN ACCORDANCE WITH 318 SECTION 5.10 RECOMMENDED PRACTICE FOR CONSOLIDATION OF
CONCRETE.
9. COLD WEATHER AND HOT WEATHER CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4-2,
ANDSECTIONS 5-12 & 5-13.
10. AFTER PLACEMENT, THE CONCRETE SHALL BE COVERED WITH A PLASTIC VAPOR BARRIER FOR A 4 TO 7 DAY INITIAL CURING
PERIOD.
11. A MINIMUM OF THREE CONCRETE TEST CYLINDERS SHALL BE TAKEN. ONE SHALL BE TESTED AT 7 DAYS, ONE AT 28 DAYS, AND
ONE HOLD CYLINDER. UNLESS OTHERWISE SPECIFIED BY GOVERNING AGENCY.
12. FLOOR SLABS SHALL CONFORM TO ASTM C-38 STANDARDS AND SHALL BE 3 1/2 INCHES MINIMUM THICK - SEE FOUNDATION
PLANS FOR REINFORCEMENT, BASE, UNDERLAYMENT, VAPOR BARRIER OR OTHER SPECIFIC REQUIREMENTS.
13. FLOOR SLABS SHALL BE LEVEL OR TRUE SLOPES AS SHOWN ON DRAWINGS. TOLERANCE: 1/8 INCH IN 10 FEET.
14. TOP OF CONCRETE SLAB TO BE 6" MINIMUM ABOVE FINISH GRADE. UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS
15. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4" CHAMFER.
16. ALL EXTERIOR CONCRETE WALLS, PORCHES AND PLATFORMS ON SITE TO HAVE A ROCK SALT FINISH. (U.O.N.)
17. CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF ALL ROUGH HARDWARE AND ALL ITEMS OF OTHER
TRADES REQUIRED TO BE EMBEDDED IN CONCRETE WORK.
1. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, DEFORMED UNLESS OTHERWISE NOTED. WELDED
WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES
CLASS "B" AND ALL HOOKS SHALL BE STANDARD U.N.O.
2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING BARS.
3. BARS NOTED "CONT.", TYPICAL WALL REINFORCING, AND VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM
SPLICE EQUAL 40 BAR DIAMETERS LAP, OR 24" WHICHEVER IS GREATER.
4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. SPLICE AT OTHER LOCATIONS SHALL BE APPROVED BY
THE ENGINEER.
5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4'-0" MINIMUM UNLESS
OTHERWISE NOTED.
6. ALL REINFORCING, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE
OR GROUTING MASONRY.
7. #5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF THE ENGINEER.
8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE:
BELOW GRADE (UNFORMED)3"CLEAR
BELOW GRADE (FORMED)2" CLEAR
WALLS 1"CLEAR
COLUMNS 1 1/2"CLEAR
BEAMS AND GIRDERS 1 1/2"CLEAR
STRUCTURAL SLAB (ABOVE GRADE)3/4"CLEAR
1. THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL OF ALL BROKEN CONCRETE,
TREE TRUNKS AND ANY OTHER DEBRIS THAT WOULD BE DAMAGING TO THE FOOTINGS OF THE NEW STRUCTURE.
2. BACKFILLING AT NEW TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAVING A SAND EQUIVALENT OF 30 OR GREATER.
BACKFILLING SHALL BE DONE IN 8 INCH LAYERS, MOISTURE CONDITIONED AND PROPERLY COMPACTED TO SPECIFIED
COMPACTION PERCENTAGE PER ASTM D1557 (90% MIN.). ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO
PONDING OCCURS AFTER THESE RECOMMENDATIONS ARE APPROVED BY THE PROJECT MANAGER AND ARCHITECT
OR THE ENGINEER RESPONSIBLE OF THE PROJECT.
3. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SOIL OR APPROVED
COMPACTED FILL. FOOTINGS SHALL EXTEND INTO SOIL DEPTH INDICATED ON DETAILS.
4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER DANGEROUS CONDITIONS BE
ENCOUNTERED DURING THE EXCAVATION FOR THE NEW FOUNDATION, THE CONTRACTOR SHALL NOTIFY THE
PROJECT MANAGER OR OWNER'S REPRESENTATIVE AND ALL FOUNDATION WORK SHALL CEASE IMMEDIATELY.
1. REFER TO DRAWINGS FOR SITE SPECIFIC INFORMATION
2. ALL ELECTRIC WORK TO COMPLY WITH THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE. (REFER TO THE
COVER SHEET)
3. ALL INTERIOR SEISMIC UNISTRUT SHALL BE GROUNDED WITH #6 STRANDED COPPER WITH GREEN JACKET. ALL
CONNECTIONS TO BE DOUBLE LUG.
4. BEFORE STARTING TRENCHING, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING LINES
AFFECTED BY THE CONTRACT AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IF ANY REROUTING OF EXISTING
LINES IS NECESSARY.
SPECIFICATIONS
SITEWORK (IF APPLICABLE)
CONCRETE
REINFORCEMENT
CONCRETE (GENERAL)
ELECTRICAL
1. CABLE LADDERS AT INTERIOR SPACES WHERE INDICATED SHALL BE 1-1/2" SOLID BAR STRINGERS TYPE
2. ALL UNISTRUT SHALL BE P1000 (1-5/8").
3. MICROFLECT SHALL BE B 1 1 1 8 (U.N.O.) TO MATCH CABLE TRAY.
4. CABLE RUNS ON ROOF TOP AND OUTDOOR APPLICATIONS, SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.
5. ALL ANTENNA SPECS. PER RF DATA SHEET.
STRUCTURAL FRAMING SYSTEM AND EQUIPMENT
N
OVERALL SITE PLAN1 0"20'10'20'
22"x34" SCALE: 1" = 20'-0"
11"x17" SCALE: 1" = 40'-0"
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
A-1
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
OVERALL
SITE PLAN
-
S-2
IN
G
R
E
S
S
EG
R
E
S
S
SUBJECT PARCEL
APN: 1352301205
ZONING: CA
HO
U
S
E
R
W
A
Y
PROPERTY LINE
6
(
N 4TH STREET
EXISTING
PARKING LOT
ADJACENT PARCEL
APN: 1352301185
ZONING: CA
PR
O
P
E
R
T
Y
L
I
N
E
6
:
ADJACENT PARCEL
APN: 1352301285
ZONING: CA
EXISTING
BUILDING
NOTES:
1.SITE PLAN SHALL MEET ALL
ENGINEERING AND NPDES
REQUIREMENTS.
ADJACENT PARCEL
APN: 1352301295
ZONING: CA
ADJACENT PARCEL
APN: 1352301300
ZONING: CA
ALLEY
ADJACENT PARCEL
APN: 1352301225
ZONING: CA
PROPERTY LINE
1
:
PR
O
P
E
R
T
Y
L
I
N
E
1
(
EXISTING
SKYLIGHT, TYP.
EXISTING TURBINE
VENT, TYP.
EXISTING VENT
PIPE, TYP.
EXISTING VENT
HOOD, TYP.
EXISTING ROOF
ACCESS HATCH
EXISTING HVAC
EXISTING METER
PROPOSED VERIZON
200A METER
ADJACENT PARCEL
APN: 1352301275
ZONING: CA
ADJACENT PARCEL
APN: 722300000010
ZONING: IH
1
A-2
NOTE:
PROPOSED EQUIPMENT ENCLOSURE AND ANTENNA
ENCLOSURE TO BE TEXTURED AND PAINTED TO
MATCH EXISTING BUILDING. THE NEW FRP MATERIAL
WILL BE TEXTURED TO MATCH THE EXISTING STUCCO
FINISH AND BE PAINTED A GRAY COLOR TO MATCH
THE EXISTING BUILDING.
44'-7"
28
'
-
9
"
79
'
-
3
"
199'-6"
1
20'-0"
ACCESS
EASEMENT
1
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
A-2
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
ENLARGED
PLANS
0"
22"x34" SCALE: 1/8" = 1'-0"
11"x17" SCALE: 1/16" = 1'-0"8'6'4'8'2'
N
ENLARGED EQUIPMENT & ANTENNA PLAN2
PROPOSED VERIZON
POWER PANEL
PROPOSED VERIZON
TELCO BOX
1 ENLARGED SITE PLAN2'1'2'0"
22"x34" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"
PROPOSED VERIZON
CONDUIT
2
-
16'-0"
PROPOSED LEASE AREA
19
'
-
0
"
PR
O
P
O
S
E
D
L
E
A
S
E
A
R
E
A
PROPOSED VERIZON 5'-0"
WIDE ACCESS EASEMENT
N
PROPOSED VERIZON RRU'S
MOUNTED BEHIND ANTENNAS
(3 PER SECTOR, 12 TOTAL)
5
RF-1
PROPOSED VERIZON OVP
(2 TOTAL)7
RF-1
6
RF-1
PROPOSED VERIZON
EQUIPMENT CABINETS 1
A-7
2
A-7
PROPOSED VERIZON PANEL
ANTENNAS (2 PER SECTOR, 8 TOTAL)3
RF-1
PROPOSED VERIZON
16'-0"x19'-0"x15'-0" FRP ENCLOSURE
PROPOSED VERIZON
GPS ANTENNA 8
RF-1
PROPOSED VERIZON
SAFETY BOX
PROPOSED VERIZON
WORK LIGHT, TYP.
PROPERTY LINE
6
(
EXISTING
BUILDING
PROPERTY LINE
1
:
PR
O
P
E
R
T
Y
L
I
N
E
1
(
EXISTING
SKYLIGHT, TYP.
EXISTING TURBINE
VENT, TYP.
EXISTING VENT
HOOD, TYP.
EXISTING SKYLIGHT
EXISTING TURBINE
VENT, TYP.
PROPOSED VERIZON
GEN PLUG
EXISTING
PARKING LOT
PROPOSED VERIZON 5'-0"
WIDE ACCESS EASEMENT
PROPOSED VERIZON
CONDUIT
PROPOSED VERIZON
CONDUIT
FUTURE VERIZON
EQUIPMENT CABINET
-
S-3
PROPOSED SUPPORT BEAMS -
S-4
NOTE:
PROPOSED EQUIPMENT ENCLOSURE AND ANTENNA
ENCLOSURE TO BE TEXTURED AND PAINTED TO
MATCH EXISTING BUILDING. THE NEW FRP MATERIAL
WILL BE TEXTURED TO MATCH THE EXISTING STUCCO
FINISH AND BE PAINTED A GRAY COLOR TO MATCH
THE EXISTING BUILDING.
1
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
A-3
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
NORTH & EAST
ELEVATIONS
0"8'8'
22"x34" SCALE: 3/32" = 1'-0"
11"x17" SCALE: 3/64" = 1'-0"4'1 NORTH ELEVATION
2 EAST ELEVATION 0"8'8'
22"x34" SCALE: 3/32" = 1'-0"
11"x17" SCALE: 3/64" = 1'-0"4'
NOTE:
PROPOSED EQUIPMENT ENCLOSURE AND ANTENNA
ENCLOSURE TO BE TEXTURED AND PAINTED TO
MATCH EXISTING BUILDING. THE NEW FRP MATERIAL
WILL BE TEXTURED TO MATCH THE EXISTING STUCCO
FINISH AND BE PAINTED A GRAY COLOR TO MATCH
THE EXISTING BUILDING.
GRADE
ELEV. 0'-0" AGL (38.6' AMSL)
(/(9
$*/
RAD CENTER OF PROPOSED VERIZON ANTENNAS
(/(9
$*/
TOP OF PROPOSED VERIZON ANTENNAS & FRP ENCLOSURES
(/(9
$*/
TOP OF EXISTING ROOF SLOPE
(/(9
$*/
EXISTING ROOF
PROPOSED VERIZON RRU'S
MOUNTED BEHIND ANTENNAS
(3 PER SECTOR, 12 TOTAL)
5
RF-1
PROPOSED VERIZON OVP
(2 TOTAL)7
RF-1
6
RF-1
PROPOSED VERIZON
EQUIPMENT CABINETS 1
A-7
2
A-7
EXISTING BUILDING
PROPOSED VERIZON PANEL
ANTENNAS (2 PER SECTOR, 8 TOTAL)3
RF-1
PROPOSED VERIZON
16'-0"x19'-0"x15'-0" FRP ENCLOSURE
PROPOSED VERIZON
GPS ANTENNA8
RF-1
GRADE
ELEV. 0'-0" AGL (38.6' AMSL)
(/(9
$*/
RAD CENTER OF PROPOSED VERIZON ANTENNAS
(/(9
$*/
TOP OF PROPOSED VERIZON ANTENNAS & FRP ENCLOSURES
(/(9
$*/
TOP OF EXISTING ROOF SLOPE
(/(9
$*/
EXISTING ROOF
PROPOSED VERIZON RRU'S
MOUNTED BEHIND ANTENNAS
(3 PER SECTOR, 12 TOTAL)
5
RF-1
PROPOSED VERIZON OVP
(2 TOTAL)7
RF-1
6
RF-1
PROPOSED VERIZON
EQUIPMENT CABINETS1
A-7
2
A-7
EXISTING BUILDING
PROPOSED VERIZON PANEL
ANTENNAS (2 PER SECTOR, 8 TOTAL)3
RF-1
PROPOSED VERIZON
16'-0"x19'-0"x15'-0" FRP ENCLOSURE
PROPOSED VERIZON
GPS ANTENNA8
RF-1
PROPOSED VERIZON
GEN PLUG
PROPOSED
VERIZON METER
EXISTING METER
EXISTING METER
-
S-3
-
S-3
1
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
A-4
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
SOUTH & WEST
ELEVATIONS
0"8'8'
22"x34" SCALE: 3/32" = 1'-0"
11"x17" SCALE: 3/64" = 1'-0"4'1 SOUTH ELEVATION
2 WEST ELEVATION 0"8'8'
22"x34" SCALE: 3/32" = 1'-0"
11"x17" SCALE: 3/64" = 1'-0"4'
GRADE
ELEV. 0'-0" AGL (38.6' AMSL)
(/(9
$*/
RAD CENTER OF PROPOSED VERIZON ANTENNAS
(/(9
$*/
TOP OF PROPOSED VERIZON ANTENNAS & FRP ENCLOSURES
(/(9
$*/
TOP OF EXISTING ROOF SLOPE
(/(9
$*/
EXISTING ROOF
PROPOSED VERIZON RRU'S
MOUNTED BEHIND ANTENNAS
(3 PER SECTOR, 12 TOTAL)
5
RF-1
6
RF-1
EXISTING BUILDING
PROPOSED VERIZON PANEL
ANTENNAS (2 PER SECTOR, 8 TOTAL)3
RF-1
PROPOSED VERIZON
16'-0"x19'-0"x15'-0" FRP ENCLOSURE
PROPOSED VERIZON
GPS ANTENNA8
RF-1
PROPOSED VERIZON OVP
(2 TOTAL)7
RF-1
PROPOSED VERIZON
EQUIPMENT CABINETS 1
A-7
2
A-7
PROPOSED VERIZON RRU'S
MOUNTED BEHIND ANTENNAS
(3 PER SECTOR, 12 TOTAL)
5
RF-1
PROPOSED VERIZON OVP
(2 TOTAL)7
RF-1
6
RF-1
PROPOSED VERIZON
EQUIPMENT CABINETS1
A-7
2
A-7
EXISTING BUILDING
PROPOSED VERIZON PANEL
ANTENNAS (2 PER SECTOR, 8 TOTAL)3
RF-1
PROPOSED VERIZON
16'-0"x19'-0"x15'-0" FRP ENCLOSURE
PROPOSED VERIZON
GPS ANTENNA8
RF-1
GRADE
ELEV. 0'-0" AGL (38.6' AMSL)
(/(9
$*/
RAD CENTER OF PROPOSED VERIZON ANTENNAS
(/(9
$*/
TOP OF PROPOSED VERIZON ANTENNAS & FRP ENCLOSURES
(/(9
$*/
TOP OF EXISTING ROOF SLOPE
(/(9
$*/
EXISTING ROOF
PROPOSED VERIZON
GEN PLUG
PROPOSED
VERIZON METER
PROPOSED VERIZON
GEN PLUG
-
S-3
-
S-3
NOTE:
PROPOSED EQUIPMENT ENCLOSURE AND ANTENNA
ENCLOSURE TO BE TEXTURED AND PAINTED TO
MATCH EXISTING BUILDING. THE NEW FRP MATERIAL
WILL BE TEXTURED TO MATCH THE EXISTING STUCCO
FINISH AND BE PAINTED A GRAY COLOR TO MATCH
THE EXISTING BUILDING.
1
MOUNTING HOLES (2)
FRONT DOOR B
-
A
-
RBA72-PSV ELEVATION
A
RBA72-PSV ELEVATION
B
NOTE:
EQUIPMENT WEIGHT = 425 LBS
FULLY LOADED = 2185 LBS
RBA72-PSV CABINET
MOUNTING HOLES (2)
2" CONDUIT KNOCKOUTS
(6) PLACES ON LEFT AND RIGHT
SIDES
(6) PLACES LOWER REAR
(6) PLACES CABINET FLOOR
FRONT DOOR
SWING HANDLE WITH
PADLOCK HASP
NOMINAL VOLTAGE:12 VOLTS
NOMINAL CAPACITY:155 AMP-HOURS; 8 HOUR RATE TO 1.75 VOLTS
3(5&(//#& )
ALLOY:POSITIVE: LEAD, TIN, CALCIUM AND SILVER
NEGATIVE: LEAD CALCIUM
TERMINAL:FRONT ACCESSIBLE, HEAVY DUTY THREADED (M6)
COPPER ALLOY
CONTAINER:REINFORCED FLAME RETARDANT
POLYPROPYLENE UL94 V-0; 28% L.O.I
SAFETY VENT:ONE-WAY, SELF-RESEALING VENT. RECESSED
DESIGN ACCOMMODATES APPLICATIONS
REQUIRING CENTRAL DEGASSING
BATTERY NOTES:
MARATHON M12V155FTX - VALUE REGULATED LEAD-ACID BATTERY OPTIMIZED FOR HIGH TEMP. OPERATION:
FLOAT VOLTAGE:2.25 VPC TO 2.30 VOLT PER CELL RANGE.
5(&200(1'('93&#& )
DIMENSIONS:22" (559 MM) LENGTH X 4.90" (124 MM) WIDTH
X 11.15" (283 MM) HEIGHT
WEIGHT:119 LBS (53.8KG)
QUANTITY:24
ELECTROLYTES: 23.8 LBS (2.17 GAL) PER BATTERY, 52.08
GALLONS TOTAL ON SITE
LEAD WEIGHT:72.16 kg (162.0 lbs)
SULFURIC ACID WEIGHT: 9.06 kg (19.96 lbs)
SULFURIC ACID VOLUME: 4.92 l (1.30 gal)
FRONT DOOR B
-
A
-
RBA72-36 CABINET
SWING HANDLE WITH
PADLOCK HASP
FRONT DOOR
RBA72-36 ELEVATION
A
RBA72-36 ELEVATION
B
NOTE:
EQUIPMENT WEIGHT = 800 LBS
FULLY LOADED = 4200 LBS
RBA72-36 CABINET
2" CONDUIT KNOCKOUTS
(6) PLACES ON LEFT AND RIGHT
SIDES
(3) PLACES LOWER REAR
(2) PLACES CABINET FLOOR
MOUNTING HOLES (5)
MOUNTING HOLES (5)
MOUNTING HOLES (5)
1" CONDUIT KNOCKOUTS
(2) PLACES ON LEFT AND RIGHT
SIDES
(7) PLACES LOWER REAR
(3) PLACES CABINET FLOOR
THERMAL RUNAWAY DEVICE:
THE COMMSCOPE RBA72 POWER CABINET SHALL BE PROVIDED
WITH THE FOLLOWING EQUIPMENT
x (1) GE CONTROLLER TO PROBE (GE #CC848817024 FOR 10' OR
CC109157434 FOR 20')
x (2) BATTERY PROBES (GE #CC109142980)
x (1) PROBE TO PROBE JUMPER (GE #CC848822321)
STEEL GRATING COVER WITH NON-SLIP
SURFACE. SITE PRO 1 PRODUCT OR
APPROVED EQUAL (SEE NOTE)
NOTE:
MICROFLECT COAX GRATING BRIDGE KIT INCLUDES
PVC SLEEPERS AND STEEL GRATING COVER WITH
MOUNTING HARDWARE
PART #SP1542 (4 COAX) OR APPROVED EQUAL
#SP1543 (7 COAX) OR APPROVED EQUAL
#SP1595 (12 COAX) OR APPROVED EQUAL
RUBBER MAT SITE PRO 1 PART #MAT18 OR
APPROVED EQUAL, CUT TO SLEEPER SIZE, SET
MAT IN MASTIC BED TO PREVENT MOVEMENT.
4" X 4" X 12" PVC SLEEPER SITE PRO 1 PART
#SLPR4 OR APPROVED EQUAL, INSTALL EVERY
6'-0" O.C. WHEN MOUNTING TO ROOF, SET
SLEEPER IN MASTIC BED TO PREVENT MOVEMENT.
FASTEN COAXIAL CABLE WITH SITE PRO 1
SNAP-IN CLIPS PART NUMBER VARIES BY
COAXIAL CABLE USED OR APPROVED EQUAL
NOTES:
1.SUBCONTRACTOR SHALL CONTACT OWNER TO DETERMINE IF ROOF WARRANTY EXISTS. IF WARRANTY
EXISTS, ALL ROOF PENETRATIONS SHALL BE BY METHODS APPROVED BY ROOFING COMPANY TO
MAINTAIN ANY EXISTING WARRANTIES. IF WARRANTY DOES NOT EXIST, ROOF PENETRATIONS MEANS
AND METHOD SHALL BE AS SHOWN ON THE DRAWING OR APPROVED BY ENGINEER.
2.MANUFACTURED EDPM OR NEOPRENE, FLEXIBLE, FLASHING COLLARS MAY BE INSTALLED IN LIEU OF
GALV. IRON CANT AND MEMBRANE. USE ONLY WHERE EXISTING ROOFING MATERIAL IS COMPATIBLE.
(e.g. RETROFIT FLASHING BY PORTALS PLUS, INC.)
PLAN-FLASHING CANT AT POST
FABRICATE 18GA. FLASHING
CANT FROM (4) PIECES
FASTEN SEAMS W/ (2) SM
SCREWS, TYP. SEE NOTE 2 TYP SEAM OVERLAP
(2) FASTENERS EACH
DECK FLANGE
18 GA. G.I. CANT; SECURE TO ROOF
DECK W/ "TAPCON" SELF DRILLING
CONC. FASTENERS (OR SHEET
METAL SCREWS INTO METAL OR
WOOD) OR EQUAL. SEE NOTE 2
FEATHER EDGE TO
CONFORM TO
EXISTING ROOFING
COATING MEMBRANE
COMPATIBLE W/ ROOF
MAT'L. FEATHER COATING
TO WATERTIGHT SEAL
SECTION
EXISTING SHEATHING
HSS6x6x1/4" POST
HSS6x6x1/4" POST
ROOF DECK
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
A-5
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
CONSTRUCTION
DETAILS
NOT TO
SCALE2EQUIPMENT CABINET SPECIFICATION 1 EQUIPMENT CABINET SPECIFICATIONNOT TO
SCALE
NOT TO
SCALE3NOT TO
SCALE4 CABLE TRAY SPECIFICATIONWEATHERPROOFING SPECIFICATION
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
A-6
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
RF SIGNAGE
NOT TO
SCALE1RF SIGNAGE
NOTES FOR ROOFTOP SITES:
1.EITHER NOTICE OR CAUTION SIGNS NEED TO BE POSTED AT EACH SECTOR AS CLOSE AS POSSIBLE TO THE OUTER EDGE OF THE STRIPED OFF AREA OR THE OUTER ANTENNAS OF THE SECTOR.
2. IF ROOFVIEW SHOWS: ONLY BLUE = NOTICE SIGN, BLUE AND YELLOW = CAUTION SIGN, ONLY YELLOW = CAUTION SIGN TO BE INSTALLED.
3. SHOULD THE REQUIRED STRIPING AREA INTERFERE WITH ANY STRUCTURES OR EQUIPMENT (A/C, VENTS, ROOF HATCH, DOORS, OTHER ANTENNAS, DISHES, ETC.), PLEASE NOTIFY VERIZON TO MODIFY THE STRIPING
AREA, PRIOR TO STARTING THE WORK.
GENERAL SIGNAGE GUIDELINES
STRUCTURE TYPE INFO SIGN #1 INFO SIGN #2 INFO SIGN #3 INFO SIGN #4 INFO SIGN #5 STRIPING NOTICE SIGN CAUTION SIGN
TOWERS
CHURCH STEEPLES
WATER STATIONS
MONOPOLE / MONOPINE / MONOPALM
SCE TOWERS / TOWERS WITH HIGH VOLTAGE
LIGHT POLES / FLAG POLES
UTILITY WOOD POLES (JPA)
MICROCELLS MOUNTED ON NON-JPA POLES
AT ALL ACCESS POINTS OF THE ROOF
ON ANTENNAS
CONCEALED ANTENNAS
ANTENNAS MOUNTED FACING OUTSIDE THE
BUILDING
ANTENNAS ON SUPPORT STRUCTURE
ROOFTOP GRAPH:
RADIATION AREA IS WITHlN 3FT FROM ANTENNA
RADIATION IS BEYOND 3FT FROM ANTENNA
ROOF TOPS
ENTRANCE GATES,
SHELTER DOORS
OR
ON THE OUTDOOR
CABINETS
ENTRANCE GATES,
SHELTER DOORS
OR
ON THE OUTDOOR
CABINETS
ENTRANCE GATES,
SHELTER DOORS
OR
ON THE OUTDOOR
CABINETS
ENTRANCE GATES,
SHELTER DOORS
OR
ON THE OUTDOOR
CABINETS
ENTRANCE GATES,
SHELTER DOORS
OR
ON THE OUTDOOR
CABINETS
ON THE POLE, NO
LESS THAN 3FT
BELOW THE
ANTENNA
ON THE POLE, NO
LESS THAN 3FT
BELOW THE
ANTENNA
ON THE POLE, NO
LESS THAN 3FT
BELOW THE
ANTENNA
CLIMBING SIDE OF
THE TOWER
NO SIGNAGE
ONTHE TOWER
ON BACKSIDE OF
ANTENNAS
ON BACKSIDE OF
ANTENNAS
ON BACKSIDE OF
ANTENNAS
ON BACKSIDE OF
ANTENNAS
ON BACKSIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
AT THE HEIGHT OF
THE FIRST
CLIMBING STEP,
MIN. 9FT. ABOVE
GROUND
AT THE HEIGHT OF
THE FIRST
CLIMBING STEP,
MIN. 9FT. ABOVE
GROUND
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
ON THE SHELTER
DOOR OR ON ONE
OUTDOOR
EQUIPMENT
CABINET
IF GP MAX VALUE OF MPE AT ANTENNA
LEVEL IS: 0-99%: NOTICE SIGN; OVER 99%:
CAUTION SIGN AT NO LESS THAN 3FT
BELOW ANTENNA AND 9FT ABOVE GROUND
NOTICE OR CAUTION SIGN AT NO LESS
THAN 9FT ABOVE GROUND: ONLY IF THE
EXPOSURE EXCEEDS 90% OF THE
GENERAL PUBLIC EXPOSURE AT 6FT
ABOVE GROUND
EITHER NOTICE OR CAUTION SIGN (BASED
ON ROOFVlEW RESULTS) AT ANTENNAS /
BARRIER
CAUTION SIGN AT
THE ANTENNAS
CAUTION SIGN AT
THE ANTENNAS
DIAGONAL, YELLOW
STRIPlNG AS TO
ROOFVIEW GRAPH
ON THE SIDE OF
ANTENNAS
ON THE SIDE OF
ANTENNAS
ON BACKSIDE OF
ANTENNAS
ON BACKSIDE OF
ANTENNAS
ACCESS TO
STEEPLE
ADJACENT TO
ANTENNAS IF
ANTENNAS ARE
CONCEALED
ADJACENT TO EACH
ANTENNA
ADJACENT TO EACH
ANTENNA
ADJACENT TO
ANTENNAS IF
ANTENNAS ARE
CONCEALED
ACCESS TO
STEEPLE
X
X
X
X
X
X
X
X
X
X
X X
ALERTING SIGNS
INFO SIGN #4
ALERTING SIGN
INFO SIGN #5
INFO SIGN #3
INFO SIGN #2INFO SIGN #1
PROPERTY OF VERIZON
AUTHORIZED
PERSONNEL ONLY
+0%#5'1('/'4)'0%;1424+1461
2'4(14/+0)/#+06'0#0%'106*+55+6'
%#..ÄÄ
01% #0&4'('4'0%'
%'..5+6'07/$'4___________________
Verizon Wireless operates telecommunications antennas at this location.
Remain at least 3 feet away from any antenna and obey all posted signs.
Contact the owner(s) of the antenna(s) before working closer than 3 feet
from the antennas.
Contact Verizon Wireless at ___________________prior to performing
any maintenance or repairs near Verizon Wireless antennas. This is
Site#___________________.
Contact the management office if this door/hatch/gate if found unlocked.
En esta propiedad se obican antenas de telecumunicasiones operadas por Verizon
Wireless. Favor de mantener una distancia de no menos de 3 pies y obedecer
todos los avisos.
Comuniquese con el propietario o los propietarios de las antennas antes de
trabajar o caminar a una distancia de menos de 3 pies de la antena.
Comuniquese con Verizon Wireless__________________antes de realizar
culquier mantenimiento o reparaciones cerca de las antenas de Verizon Wireless.
Esta es la estacion base numero__________________
Favor comunicarce con la oficina de la administracion del edificio si esta puerta
o compuerta se encuentra sin candado.
Contact Verizon Wireless at _____________ and
follow their instructions prior to performing any
maintenance or repairs closer than 3 feet from
the antennas.
This is Verizon Wireless site#_____________
2 23
ALERTING SIGNS
NFPA 704 ALERT SIGN (PER NFPA
704 SECTION 4.2.3.3 (1) COMPOSITE
METHOD) TO BE MOUNTED AT THE
ACCESS TO AREA CONTAINING
BOTH BATTERIES AND DIESEL FUEL.
NFPA 704 ALERT SIGN (PER NFPA 704
SECTION 4.2.3.3 (2) (INDIVIDUAL METHOD)
DIESEL NO. 1 TO BE MOUNTED ON THE
DIESEL GENERATOR AND OR THE
ENTRANCE TO THE GENERATOR AREA.-
NON-SMOKING SIGN TO BE
INSTALLED AT THE GATE
NFPA 704 ALERT SIGN (PER NFPA 704
SECTION 4.2.3.3 (2) (INDIVIDUAL METHOD)
DIESEL NO. 1 TO BE MOUNTED ON THE
DIESEL GENERATOR AND OR THE
ENTRANCE TO THE GENERATOR AREA.
PROPOSED 2-3/8" DIA. GALV.
STEEL MOUNTING PIPE
PROPOSED 2-3/8" DIA. GALV.
STEEL MOUNTING PIPE
MOUNTING BRACKET PROVIDED
BY MANUFACTURER
MOUNTING BRACKET PROVIDED
BY MANUFACTURER
PROPOSED DC SURGE
SUPPRESSION UNIT
PROPOSED DC SURGE
SUPPRESSION UNIT
MANUFACTURER: RAYCAP
MODEL: RVZDC-6627-PF-48
DIMENSIONS: 29.5"x16.5"x12.6"
MANUFACTURER: RAYCAP
MODEL: RxxDC-3315-PF-48
BOTTOM
FRONT
RF CONNECTOR, TYP
MECHANICAL
DOWNTILT
BRACKET
RF CONNECTOR, TYP
MANUFACTURER: COMMSCOPE
MODEL: JAHH-45C-R3B
WEIGHT: 106.3 LBS; BRACKET: 17.4 LBS
DIMENSIONS: 95.9" X 18.0" X 7.0"
FREQUENCY: REFER TO RF DATA SHEET
MANUFACTURER: ERICSSON
MODEL: RRUS 32
HEIGHT: 26.7 in
WIDTH: 12.1 in
DEPTH: 6.7 in
WEIGHT: 60.0 lbs
TOP
FRONT SIDE
MANUFACTURER: ERICSSON
MODEL: RADIO 4449 (BANDS 13, 5)
WEIGHT: 85 LBS
DIMENSIONS: 28"Hx15"Wx10"D (MAX.)
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
RF-1
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
ANTENNA PLAN
& RF DETAILS
4
OVP SPECIFICATION
NOT TO
SCALE
3NOT USED
GPS ANTENNA SPECIFICATION
NOT TO
SCALE
NOT TO
SCALE6RRU SPECIFICATION
NOT TO
SCALE
NOT TO
SCALE 5
ANTENNA SPECIFICATION
NOT TO
SCALE8NOT TO
SCALE 7
PROPOSED ANTENNA PLAN21RF INFORMATION 2'1'2'0"
22"x34" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"
RRU SPECIFICATION
GPS ANTENNA
1 1/2" O.D. X 3'-0" MAX. GALV.
STEEL MOUNTING PIPE
#6 AWG GROUND WIRE TO
CADWELD ON POST OR LUG
ON GROUND BAR
COAX GROUND KIT
ANTENNA MOUNTING PIPE
(OR SIMILAR)
PIPE-TO-PIPE CLAMP
COAX CABLE
ELEVATION
16'-0"
PROPOSED LEASE AREA
19
'
-
0
"
PR
O
P
O
S
E
D
L
E
A
S
E
A
R
E
A
PROPOSED VERIZON RRU'S
MOUNTED BEHIND ANTENNAS
(3 PER SECTOR, 12 TOTAL)
5
RF-1
PROPOSED VERIZON OVP
(2 TOTAL)7
RF-1
6
RF-1
PROPOSED VERIZON PANEL
ANTENNAS (2 PER SECTOR, 8 TOTAL)3
RF-1
PROPOSED VERIZON
16'-0"x19'-0"x15'-0" FRP ENCLOSURE
PROPOSED VERIZON
GPS ANTENNA 8
RF-1
EXISTING SKYLIGHT
EXISTING TURBINE
VENT, TYP.
-
S-3
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
RF-2
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
RF PLUMBING
DIAGRAM
1 RF PLUMBING DIAGRAM
***
F
O
R
R
E
F
E
R
E
N
C
E
O
N
L
Y
*
*
*
PENDING RF PLUMBING DIAGRAM
NOT TO
SCALE
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
E-1
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
UTILITY ROUTING
PLAN & DETAILS
ELECTRICAL SPECIFICATION:
COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL
AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES.
PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL
EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER
LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES.
UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40 CONFORMING TO UL ARTICLE 651:
WESTERN PLASTICS OR CARBON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON SOLVENT SEALED T PIPE: SOLVENT, WESTERN
TYPE COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 30" MINIMUM RADIUS.
NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS-LINKED POLYETHYLENE.
CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF
UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT.
THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM AT&T 24-HOURS
IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN
24-HOURS AFTER THE INSPECTION HAS TAKEN PLACE.
ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL
ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND
SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT.
THOROUGHLY TEST ALL LINES, FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION
CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES
PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY CODES AND/OR UTILITY COMPANIES.
ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS,
CONTRACTOR SHALL VERIFY ALL LOCATIONS.
ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS.
ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER.
ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO
MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION.
UTILIZE SONNEBORN TYPE NP-1 CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS
GROUND WIRE INSTALLATION NOTES
1.THE MINIMUM BEND RADIUS FOR GROUND WIRE IS 8 INCHES.
2.IF SPACE RESTRICTIONS DO NOT ALLOW THE RECOMMENDED GROUND WIRE BEND RADIUS, USE OF A SHORTER BEND RADIUS
IS ALLOWED PROVIDED THAT THE MAXIMUM ATTAINABLE BEND RADIUS IS USED.
3.BEND ANGLES IN GROUND WIRING SMALL BE KEPT AS SMALL AS POSSIBLE AND IN NO CASE SHALL EXCEED 90 DEGREES.
TELCO PULL BOX INSTALL1 NOT TO
SCALE2NOT TO
SCALETELCO TRENCH3NOT TO
SCALE
ELECTRICAL TRENCH FROM
TRANSFORMER TO METER4 NOT TO
SCALE
UTILITY ROUTING PLAN5 0"8'8'
22"x34" SCALE: 3/32" = 1'-0"
11"x17" SCALE: 3/64" = 1'-0"4'
N
ELECT TRENCH FROM UTILITY
POLE TO TRANSFORMER
LIFT EYE CAST IRON COVER
BRASS "L" BOLTS NUTS
IN DIAGONAL CORNERS
SET BOX FLUSH WITH
FINISHED GRADE
COMPACTED FILL PER
UTILITY CO. REQ.
UNEXCAVATED AREA
SAND FILL
&21'8,7:,7+
(3) 1-1/4" INNERDUCTS
TRENCH
MATCH EXISTING SURFACE
EXCAVATION /
MAGNETIC WARNING
TAPE
COMPACTED FILL PER
UTILITY CO. REQ.
UNEXCAVATED AREA
SAND FILL
&21'8,7
TRENCH
MATCH EXISTING SURFACE
EXCAVATION /
MAGNETIC WARNING
TAPE
COMPACTED FILL PER
UTILITY CO. REQ.
UNEXCAVATED AREA
SAND FILL
&21'8,7
TRENCH
MATCH EXISTING SURFACE
EXCAVATION /
MAGNETIC WARNING
TAPE
PENDING UCR
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
E-2
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
ELECTRICAL 1-LINE DIAGRAM,
UTILITY NOTES & ROUTING
UTILITY GENERAL NOTES:
1.UNDERGROUND ELECTRICAL CONDUIT FROM POINT OF CONNECTION TO VERIZON METER TO VERIZON EQUIPMENT, WITH MIN.
4" SAND BASE & 30" OF COVER TO FINISH GRADE.
2.ALL GROUNDINGS FOR METER MUST BE DONE PER NEC & LOCAL BUILDING & SAFETY REQUIREMENTS.
3.ALL CONDUIT TRENCHING TO THE SITE MUST HAVE MIN. 30" OF COVER TO FINISH GRADE. INSTALL HANDHOLES AS REQ'D. PER
NEC AND LOCAL & STATE RULES AND REGULATIONS. PROVIDE TRAFFIC COVERS IN TRAFFIC AREAS.
4.ALL HANDHOLES MUST HAVE MIN. 2 FT. OF 1" CRUSHED ROCK AS BASE, AND TOP OF BOX TO BE 1 1/2" ABOVE FINISH GRADE.
5.ALL UNDERGROUND SPLICES SHALL BE WATER PROOF.
6.PROVIDE 12" MIN. SEPARATION BETWEEN POWER AND TELC0 CONDUITS.
7.FIELD VERIFY EXACT TRENCH ROUTE.
8.LABEL VERIZON METER / MAIN.
9.GROUND RODS MAY BE USED FOR SITE GROUNDING IF DESIRED RESISTANCE IS ACHIEVED.
10.PERFORM ALL ELECTRICAL WORK IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND ALL APPLICABLE
LOCAL CODES AND REGULATIONS.
11.WIRING SHALL BE INSULATED COPPER CONDUCTORS INSTALLED IN CONDUIT. CONDUCTORS SHALL BE SOLID IN SIZES
SMALLER THAN NO. 8 AWG AND STRANDED IN SIZES NO. 8 AWG AND LARGER. INSULATION SHALL BE THWN. COLOR CODING
SHALL BE BLACK: PHASE A, RED: PHASE B, WHITE: NEUTRAL, GREEN OR BARE: GROUND.
12.81'(5*5281'&21'8,76+$//%(6&+('8/(39&$1'%(1'66+$//%(/21*6:((3 0,1´,16,'(5$',86
SCHEDULE 40 PVC. EXTERIOR CONDUITS ABOVE GRADE SHALL BE GALVANIZED RIGID STEEL (GRS) WITH THREADED
FITTINGS. INTERIOR CONDUITS SHALL BE GRS WHERE SUBJECT TO DAMAGE AND EMT, GRS OR IMC ELSEWHERE.
GROUND HALO
EXOTHERMIC CONNECTION (CADWELD) TO
GROUND RING AND COMPRESSION TO
HOLE LUG TYPE GROUND CONNECTION
GENERATOR
FUSE
CIRCUIT BREAKER
UTILITY METER
DISCONNECT SWITCH
GROUND ROD
XIT GROUND ROD
SYMBOLS
GROUND ROD WITH ACCESS
COMPRESSION, CLAMP, OR DOUBLE
QUAD RECEPTACLE
DUPLEX RECEPTACLE
1 DENOTES FEEDER
EQUIPMENT IDENTIFICATION1
LIGHT SWITCH
M
F
G
N
4 POWER & TELCO ROUTING 2'1'2'0"
22"x34" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"3 UTILITY NOTES & SYMBOLS NOT TO
SCALE
2 ELECTRICAL 1-LINE DIAGRAM NOT TO
SCALE 1 NOT USED NOT TO
SCALE
PROPOSED VERIZON
POWER & TELCO ROUTES
1.CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR NEW
SERVICE AND EXACT WORK / MATERIALS REQUIREMENTS; CONSTRUCT TO
UTILITY ENGINEERED PLANS AND SPECIFICATIONS ONLY; OBTAIN AND PAY
FOR ALL PERMITS AND UTILITY COMPANY FEES.
2.CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT, PULL WIRES, CABLE
PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (WHERE APPLICABLE),
BARRIERS, TRENCHING, BACK FILL.
3.CONTRACTOR SHALL COORDINATE WITH I-800 DIG-ALERT PRIOR TO
EXCAVATION TO DETERMINE LOCATION OF EXISTING UNDERGROUND LINES.
4.CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO START OF
CONSTRUCTION.
POWER / TELCO UTILITY NOTES:
1.6(59,&(32:(56+$//%(9$&:
2.UTILITY RECEPTACLE IS A GFI DUPLEX OUTLET.
3.FOR COMPLETE INTERNAL WIRING AND ARRANGEMENTS, REFER TO VENDOR
DRAWINGS.
4.PROVIDE A MIN. 36" WORK CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS
/ SERVICE EQUIPMENT.
5.THE MAIN CIRCUIT BREAKER IS RATED FOR 42 KAIC & ALL BREAKERS IN THE
3$1(/$5(5$7('$,&6<00(75,&$/$03690$;&
6.$//:,5,1*6+$//%(&233(5$1'5$7(')25&
7.CONDUIT REQUIREMENTS (TYP. U.N.O.) UNDERGROUND PVC (SCHED. 40 OR
80) INTERIOR: EMT, ABOVE GROUND (EXTERIOR): ROS OR LIQUID TIGHT FLEX.
8.ALL EQUIPMENT SHALL BE LABELED BY A RECOGNIZED TESTING LAB.
9.VERIFY AVAILABLE FAULT CURRENT WITH UTILITY COMPANY.
SINGLE LINE DIAGRAM GENERAL NOTES:
NEW METER, 200A, 120/240W, 1Ⱦ, 3W, FUSED AT 200A
5/8" Ⱦ, 10'-0" COPPER CLAD GROUND RODS
SERVICE DISCONNECT SWITCH, 200A/2P, 240V, NEMA 3R,
SERVICE RATED, FUSED AT 200A
NOT USED
NOT USED
200A/2P, 240V MANUAL TRANSFER SWITCH BY SQUARE-D
200A/2P, 240W CAM LOK GENERATOR RECEPTACLE, NEMA '3R'
200A/2P 120/240V 1Ⱦ 3W LOAD CENTER WITH 200A MAIN
DISCONNECT PROVIDED WITH SHELTER
1NEW VERIZON POWER P.O.C.
EQUIPMENT SCHEDULE:
CONDUCTORS BY UTILITY COMPANY
(1) #2 SOLID COPPER, GROUND WIRE
3" PVC - (3) #3/0 + (1) #6 GND
3" C - (3) #3/0 + (1) #6 GND
1
FEEDER SCHEDULE:
1
2
M
1
7
2
200A/2P
2
3
4
5
6
7
8
4
"MTS"
4
3
6
8 200A/2P
2
2
4
2
3
4
2
EQUIPMENT ROOM
3
PROPOSED VERIZON
POWER PANEL
PROPOSED VERIZON
TELCO BOX
PROPOSED VERIZON
CONDUIT
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
G-1
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
SCHEMATIC GROUNDING
PLAN & NOTES
GROUND BAR
RIGID (SCH. 40) POLYVINYL CHLORIDE CONDUIT
POWER TRANSFER SWITCH
REPRESENTS DETAIL NUMBER
TYPICAL
PERSONAL COMMUNICATION SYSTEM
RACEWAY
RIGID GALVANIZED STEEL
ELECTRICAL METALLIC TUBING
INTERIOR GROUND RING (HALO)
DRAWING
GENERATOR
REFERENCE SHEET NUMBER
MASTER GROUND BAR
AMERICAN WIRE GAUGE
BARE COPPER WIRE
INTERMEDIATE METALLIC CONDUIT
PVC
RWY
TYP
RGS
PTS
MGB
PCS
EMT
IGR
GEN
IMC
BCW
AWG
DWG
ABBREVIATIONS ELECTRICAL SYMBOLS
GROUND ROD WITH ACCESS
GROUND ROD
CADWELD TYPE CONNECTION
COMPRESSION TYPE CONNECTION
GROUNDING WIRE
CHEMICAL GROUND ROD
METER
CIRCUIT BREAKER
DISCONNECT SWITCH
M
CONTRACTOR SHALL CAREFULLY REVIEW GROUNDING NOTES AND CONSULT WITH TOWER OWNER FOR SITE SPECIFIC CONDITIONS IF
THERE SHOULD BE ANY FURTHER CLARIFICATIONS NEEDED.
1.
2.VERIZON GROUNDING LEADS COMING FROM BOTH ANTENNAS AND COAX GROUND KITS SHALL BE DIRECTED TO DEDICATED VERIZON
BUS BARS AND FOR A POLE OR TOWER, SHALL BE LOCATED UP ON A GIVEN POLE OR TOWER NEAR THE BOTTOM OF ANTENNAS, BEING
DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE AND / OR ANGLE ADAPTERS (E.G. PIROD / VALMONT
GROUNDING BUS BAR PART NUMBER B2981 [VERIZON CONSTRUCTION MANAGER SHALL CONFIRM BUS BAR PART PRIOR TO
CONTRACTOR PURCHASE OF PART] BEING ANCHORED TO A MOUNTING BRACKET KIT FOR B2372 OR EQUIVALENT OR BEING MOUNTED
WITH UNIVERSAL CLAMP NUMBER B1852 OR EQUIVALENT [W/O CHERRY INSULATORS]).
3.
GROUNDING NOTES:
ANCHORING OF VERIZON UPPER BUS BAR SHALL NOT EMPLOY THE USE OF DRILLING, WELDING OR CUTTING INTO THE EXISTING
STRUCTURE (ALL NEW ATTACHMENT BRACKETS SHALL BE CLAMPED OR MECHANICALLY FASTENED TO STRUCTURE).
4.FOR A POLE OR TOWER, VERIZON ANTENNA AND COAX GROUND LEADS SHALL TERMINATE AT UPPER BUS BAR W/O INSULATORS AT THE
NEAR ANTENNA LOCATION WITH LEADS NOT CONTINUING DOWN THE POLE SHAFT OF TOWER LEG (TOWER STRUCTURE SHALL SERVE AS
GROUNDING MEDIUM IN ORDER TO ENSURE THAT ALL EQUIPMENT ON THE TOWER IS ON THE SAME GROUND POTENTIAL MAINTAINING
ONE COMMON GROUND PLANE).
5.FOR A POLE OR TOWER, A SECOND VERIZON BUS BAR WITH STAND OFF INSULATORS (E.G. PIROD / VALMONT GROUNDING BUS BAR PART
NUMBER B2981 [VERIZON CONSTRUCTION MANAGER SHALL CONFIRM BUS BAR PART PRIOR TO CONTRACTOR PURCHASE OF PART] BEING
ANCHORED TO A MOUNTING BRACKET KIT FOR B2372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMP NUMBER B1852 OR
EQUIVALENT [WITH STANDOFF CHERRY INSULATORS]) SHALL BE ADDED AT THE BASE OF THE TOWER TO CAPTURE ANY ADDITIONAL
TOWER SURFACE LIGHTNING RESIDUAL SHEETING WITH A DEDICATED VERIZON GROUND LEAD BEING DIRECTED TO GROUND AND
ATTACHED TO THE EXISTING TOWER GROUND RING (FINAL LOCATION OF BOTTOM OF TOWER GROUND BUS BAR SHALL BE APPROVED BY
TOWER REPRESENTATIVE PRIOR TO INSTALLATION).
6.VERIZON GROUND LEAD FROM LOWER VERIZON BUS BAR SHALL BE NO. 2 OR 2/0 AWG WIRE AND SHALL BE ATTACHED TO EXISTING POLE
/ TOWER GROUND RING WITH PARALLEL THRU WIRE MOLD (E.G. PIROD / VALMONT PART NUMBER 171791 OR EQUIVALENT).
7.VERIZON GROUND LEADS MAY NOT BE ATTACHED TO EXISTING GROUND RINGS WITH ANY CONFIGURATION OTHER THAN THE "PARALLEL
THRU WIRE MOLD" WITH THE LEAD SWEEPING INTO THE GROUND RING IN THE CONFIGURATION SHOWN ON THE GROUNDING PLAN.
8.VERIZON GROUND LEADS FROM BOTH ANTENNAS AND COAX GROUND KITS WHERE THERE IS AN ESTABLISHED GROUND BUS BAR
POSITIONED AT THE TOP OF A NONCONDUCTIVE POLE OR STRUCTURE (E.G. WOOD UTILITY POLES, PRE-CAST CONCRETE POLES,
BUILDINGS, FIBERGLASS STRUCTURES, ETC.) SHALL EMPLOY THE USE OF SEPARATE GROUND LEAD CONDUCTORS RUNNING DOWN THE
POLE OR STRUCTURE TO A BUS BAR AT THE BASE OF THE POLE OR STRUCTURE AND FURTHER RUNNING INTO AN EXISTING GROUND
RING.
NOTE:
-FOR CLARITY, NOT ALL ANTENNA
SECTORS ARE CALLED OUT.
-ANTENNA/RRU GROUNDING IS
TYPICAL FOR ALL SECTORS.
SCHEMATIC GROUNDING PLAN1 2'1'2'0"
22"x34" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
GROUNDING KEYED NOTES:
COMPRESSION CONNECTION (TYP).
MAIN GROUND BUS BAR MOUNTED BY EQUIPMENT CABINETS. SEE DETAIL 5/G-2 FOR
GROUND BAR CONSTRUCTION AND SEE DETAIL 9/G-2 FOR GROUND WIRE CONNECTIONS.
#2 AWG GROUND FROM EQUIPMENT GROUND BAR TO EXISTING BUILDING STEEL (TYP OF (2)
PLACES), SEE DETAIL 12/G-2.
ANTENNA GROUND BUS BAR AT ANTENNA LEVEL WITH COAX GROUND KIT. SEE DETAIL
5/G-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 9/G-2 FOR GROUND WIRE
CONNECTIONS, AND SEE DETAIL 4/G-2 FOR COAX GROUNDING.
#2 AWG GROUND FROM ANTENNA GROUND BUS BAR TO EQUIPMENT GROUND BAR OR
BUILDING STEEL (TYP OF (2) PLACES).
#6 AWG GROUND FROM ANTENNA / RRH / OVP TO ANTENNA GROUND BAR, TYP.
NOT USED
#6 AWG GROUND FROM GPS ANTENNA MOUNT TO EQUIPMENT GROUND BAR.
#6 AWG GROUND FROM EQUIPMENT CABINET TO EQUIPMENT GROUND BAR, TYP.
#6 AWG GROUND FROM EQUIPMENT SUPPORT BEAMS TO EQUIPMENT GROUND BAR, TYP.
#6 AWG GROUND FROM TELCO BOX TO EQUIPMENT GROUND BAR.
#6 AWG GROUND FROM BREAKER PANEL TO EQUIPMENT GROUND BAR.
#6 AWG GROUND FROM LIGHT TO EQUIPMENT GROUND BAR.
9
10
3
2
8
6
4
1
11
12
13
5
(SEE DETAIL 3/G-2)
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
TJB PD
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
90% CONSTRUCTION DRAWINGS010/12/17
F R O M Z E R O IOT N F I IN G Y
G-2
100% CONSTRUCTION DRAWINGS111/06/17
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
2
REVISED CONSTRUCTION DRAWINGS201/30/18
GROUNDING
DETAILS
12CADWELD CONNECTIONS3GROUND CABLE CONNECTIONS4
TYPICAL GROUND BAR5NOT USED6NOT USED7NOT USED8
9NOT USED10NOT USED11NOT USED12 GROUND WIRE INSTALLATION
WATER MAIN GROUNDING
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOT TO
SCALE
NOTE:
EXISTING WATER MAIN GROUND TO BE
MODIFIED & UPGRADED AS NECESSARY
TO COMPLY WITH THIS DETAIL.
OPEN WIRE OR INSTALLED IN
CONDUIT AS SHOWN ON DWG.
INSULATED GROUNDING BUSHING
O-Z GEDNEY TYPE HBLG SIZE TO
SUIT. PROVIDE AT EACH END WHEN
CONDUIT IS REQUIRED
#2 AWG BCW - BOND AT BOTH
ENDS WHEN METALLIC
CONDUIT IS REQUIRED
HUBS, TWO HOLE STRAIGHT
TONGUE, T&B SIZE TO SUIT
#4/0 AWG GREEN
INSULATED
MIGB GROUND BAR
NEWTON INSTRUMENT CO.
INSULATED GROUND BAR
(COPPER)
#4/0 AWG BCW HEAVY DUTY WATER PIPE GROUND
CLAMP BURNDY TYPE NSNT/NI+NT OR
GAR-TC SIZE TO SUIT
NOTE:
GROUND BARS AT BOTTOM OF
TOWERS/MONOPOLES SHALL ONLY
USE EXOTHERMIC WELDS.
#6 AWG FROM ANTENNA
CABLE GROUND KIT
GROUND BAR ON
WALL, ICE BRIDGE,
CONCRETE, OR ON
ANTENNA TOWER
*TWO HOLE LUG, OR EXOTHERMIC WELD TO BE
USED WITH #2 AWG BCW TO BUILDING SERVICE
GROUND OR GROUND RING
GROUND CONDUCTOR SHALL BE ELIMINATED WHEN
GROUND BAR IS ELECTRICALLY BONDED TO METAL
TOWER/MONOPOLE STRUCTURE
3/4"
1
4
7/16"
1"
2"
2
3
1) COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO.
CAT. NO. B-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH NEMA
DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL
VARY BASED ON NUMBER OF GROUND CONNECTIONS)
2) 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO.
CAT. NO. 3015-8 OR APPROVED EQUAL
3) WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO.
CAT NO. A-6056 OR APPROVED EQUAL
4) 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO.
CAT NO. 3012-1 OR APPROVED EQUAL
NOTE:
GROUND BAR TO BE BONDED DIRECTLY TO TOWER STRUCTURE. NO INSULATORS USED.
CONNECTION TO TOWER STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS.
WEATHERPROOFING
KIT (TYP)
GROUND KIT (TYP)
ANTENNA GROUND BAR,
WITHOUT INSULATORS.
BONDED DIRECTLY TO TOP
OF MONOPOLE OR TOWER.
COAX JUMPER
(TYP)
CONNECTOR
WEATHERPROOFING
KIT (TYP) SEE NOTE 2
ANTENNA CABLE
TO EQUIPMENT (TYP)
NOTES:
DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO
ANTENNA GROUND BAR.
WEATHERPROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED.
TYPE GT
TYPE VV
TYPE GY
TYPE VS
TYPE TA TYPE VN
TYPE GL
TYPE PT
TYPE GR
TYPE VB
TYPE NC TYPE SS
CABLE CONNECTOR
ANTENNA CABLE
CABLE GROUND KIT
WEATHERPROOFING KIT
(SEE NOTE 3)
DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO
GROUND BAR.
GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE
MANUFACTURER.
WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED.
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR).
SEE NOTE 1 & 2
TO ANTENNAS
RX2 TX1/RX1
#6 AWG
TO GROUND RING
NOTES:
1.
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S1 0
GENERAL NOTES
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S2 0
ENLARGED PLAN
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
ENLARGED SITE PLAN
N.T.S.
1
- -
PROPOSED VERIZON 5'-0"
WIDE ACCESS EASEMENT
EXISTING BUILDING
PROPOSED 3.5'x7' ACCESS DOOR
±16'-0"
SEE DETAIL 3/S4(V
.
I
.
F
.
)
19
'
-
0
"
±2
8
'
-
0
"
±2
8
'
-
0
"
(V
.
I
.
F
.
)
±17'-0"
(V.I.F.)
±7
5
'
-
0
"
PROPOSED VERIZON
16'-0"x19'-0"x15'-0" FRP ENCLOSURE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
EXISTING
PARKING LOT
EXTERIOR WALL (TYP.)
ROOF BEARING BEAM (TYP.)
PROPOSED BEAM REINFORCEMENT (TYP. 6)
SEE S8 FOR DETAILS
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S3 0
3D VIEW
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
FRP PANELING COVERS ONLY FOUR
PERIMETER WALLS OF THE ENCLOSURE
3D VIEW
SCALE 1/4" = 1'-0"
2
- -
5x33 EXISTING GLULAM ROOF BEAM (V.I.F.)
(TYP.)
11"x11"x1/2" BASE PLATE
W/ (4) 3/4" DIA. ALL THREAD RODS
(TYP. 6)
HSS 6x6x1/2 POST (TYP. 6)
HSS 6x6x3/16 FRP BEAM (TYP.)
W8X31 BEAM (TYP. 3)
W8X31
MAIN BEAM (TYP. 2)
HSS 6X6X3/8
FRP COLUMN (TYP.)
L4x4x1/4 ANGLE (TYP. 8)
HSS 6x6x3/16 FRP DIAGONAL
(TYP.)
3/4" DIA. ALL THREAD ROD
(TYP.)
2" STD. PIPE (TYP.)
HSS 7x7x1/2 BASE (TYP. 9)
11"x11"x1/2" PLATE (TYP.)
ALL MEMBERS ARE STEEL
UNLESS NOTED OTHERWISE
GRATING COVERS ENTIRE 16'x19' ENCLOSURE
FLOOR NOT SHOWN FOR CLARITY
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S4 0
PLAN VIEW
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
GRATING NOT SHOWN
FOR CLARITY
PLAN VIEW
SCALE 1/4" = 1'-0"
3
- -
2" STD. PIPE W/ (2)
1/2" DIA. U-BOLTS (TYP. 8)
W6x8.5
BEAM (TYP.)
DISTANCE BETWEEN EXISTING ROOF BEAMSDISTANCE BETWEEN EXISTING ROOF BEAMS
5x33 EXISTING GLULAM
ROOF BEAM (TYP.)
W8X31
MAIN BEAM (TYP. 2)
(2) L4x4x1/4
ANGLES (TYP. 4)
(T
Y
P
.
)
GRATING
ORIENTATION
HSS 6x6x3/16
FRP BEAM (TYP.)
HSS 6x6x3/8
FRP COLUMN (TYP. 9)
W8x18 CENTER BEAM
(TYP.2)
(V.I.F.)(V.I.F.)
W8x31 BEAM (TYP. 2)
1/2" FRP CAP PLATE (TYP. 4)
4'
-
0
"
EQUAL EQUAL
18'-9" (V.I.F.) 18'-9" (V.I.F.)
9'-6"9'-6"
EQUAL EQUAL
PROPOSED
EQUIPMENT
CABINETS. SEE
CD'S FOR LOCATION
FRP PANELING
19'-0"
(2) 1/2"DIA. BOLTS (TYP.)
2'-9"
16
'
-
0
"
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S5 0
OVERALL VIEWS
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVKEAST ELEVATION
SCALE 3/16" = 1'-0"
4
- -
WEST ELEVATION
SCALE 3/16" = 1'-0"
5
- -
NORTH ELEVATION
SCALE 3/16" = 1'-0"
6
- -
5x33 EXISTING ROOF BEAM (V.I.F.)
(TYP.)
11"x11"x1/2" BASE PLATE W/ (4) 3/4" DIA.
ALL THREAD RODS (TYP.)
HSS 6x6x1/2 POST (TYP.)
W8X31 BEAM
(TYP.)
W8X31
MAIN BEAM (TYP.)
HSS 6X6X3/8 FRP COLUMN
(TYP.)
41'-3"
TOP OF BEAM
49'-7"
PROPOSED ANTENNAS ℄
HSS 6x6x3/16 FRP DIAGONAL
(TYP.)
2" STD. PIPE
W/ (2) 1/2" DIA. U-BOLTS (TYP.)
4'
-
1
"
EQUAL
EQUAL EQUAL
16'-0"
EQUAL
EXISTING ROOF COVER (TYP.)
9'-6" (V.I.F.)
FRP PANELING
38'-11" (V.I.F.)
TOP OF EXISTING
ROOF COVER
19'-0"
EQUAL 4'-0"
7'
-
0
"
5
'
-
4
"
8'
-
3
"
3'
-
1
"
12
'
-
4
"
18'-9" (V.I.F.) 18'-9" (V.I.F.)
EQUAL
19'-0"
37'-6" (V.I.F.)
9'-6" (V.I.F.)
15
'
-
5
"
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S6 0
DETAILS
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
FRP DIAGONALS CONNECTION DETAIL
SCALE 1" = 1'-0"
8
- -
HSS 6x6x3/16
FRP DIAGONAL (TYP.)
1'-9"x1'-2"x1/2" FRP PLATE
1/2" DIA. FRP BOLT (TYP.)HSS 6x6x3/16
FRP BEAM (TYP.)
HSS 6x6x3/8
FRP COLUMN
TYPICAL PLATFORM TO BUILDING CONNECTION DETAIL
SCALE 1/2" = 1'-0"
7
- -
GRATING
MCNIHOLS GW (19W4)
1-1/4x3/16
W8x31 BEAM
11 1/2"x8"x1/2" PLATE
W/ (4) 3/4" DIA. BOLTS
HSS 6x6x1/4 POST
11"x11"x1/2" PLATE
W/ (4) 3/4" DIA. ALL THREAD RODS
11"X11"X1/2" PLATE
3/8" STIFFENER PLATE
1 1
L6x6x1/2
FRP ANGLE (TYP.)
3/8 TYP.
3/8TYP.
1 - 1
1
1
2
"4
"
4"
1
1
2
"
1 1 2 "4" 4"1 1 2 "
11"
11
"
3/8 TYP.
HSS 6x6x1/4 POST
(4) 3/4" DIA. ALL THREAD
RODS
5x33 EXISTING
GLULAM ROOF BEAM
8"
5x33 EXISTING
GLULAM ROOF BEAM
3"
3
"
3"
3"
3"
8
"
3
"
1 1/4"
7 3/4"7 3/4"
1 1/4"
TYPICAL FRP COLUMN TO STEEL BEAM CONNECTION DETAIL
SCALE 1" = 1'-0"
9
- -
2
1
2
"3
"
3
"
2
1
2
"
11
"
2 2
3
1
2
"
3
1
2
"
2 - 2
HSS 7x7x1/2 BASE
(3) 1/2" DIA. BOLTS
GRATING MCNIHOLS
GW (19W4) 1-1/4X3/16
W6x8.5 BEAM
W8x31 BEAM
3/8" STIFFENER PLATE
3/8TYP.
3/8 TYP.
(3) 1/2" DIA. BOLTS
HSS 6X6X3/8
FRP COLUMN
HSS 7X7X1/2 BASE
HSS 6x6x3/8
FRP COLUMN
W8x31 MAIN BEAM
3/8" STIFFENER PLATE (TYP. 2)
TYPICAL POST TO MAIN BEAM
CONNECTION DETAIL
SCALE 1/2" = 1'-0"
10
- -
HSS 6x6x1/4 POST
4"9"1 1 4"
3"6"
W8x31 MAIN BEAM
1/2" PLATE
5 1/2"x5 1/2"x3/8" PLATE
3/4" DIA. BOLT (TYP.)
1 1 4"5 1 2 "1 1 4 "
1'-2 1 4"8"
3/8 TYP.
1 1 2 "3"1 1 2 "
1 1/2" MAX.
1
1
/
2
"
M
A
X
.
1/2" DIA. DRAINAGE HOLE
3"
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S7 0
DETAILS
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
TYPICAL BEAM TO COLUMN CONNECTION
SCALE 1 1/2" = 1'-0"
12
- -
1/2" DIA. FRP BOLT (TYP.)
HSS 6x6x3/8
FRP COLUMN
HSS 6x6x3/16
FRP BEAM (TYP. 2)
L6X6X1/2
FRP ANGLE (TYP. 4)1 1 2 "
2 1 2 "
2"
(TYP.)
TYPICAL STEEL BEAM TO BEAM CONNECTION DETAIL
SCALE 1 1/2" = 1'-0"- -
2"
2"
4
3
16
"
1 1 4 "
2 3 4"
1 1 4"
GRATING MCNIHOLS GW (19W4)
1-1/4x3/16
W8x18 BEAM
W6x8.5 BEAM (TYP. 2)(4) 1/2" DIA. BOLTS
3/8" STIFFENER PLATE (TYP. 2)W8x18 BEAM
4 - 4
4 4
3/8TYP.
(2) 1/2" DIA. BOLTS
DIAGONAL TYPICAL CORNER CONNECTION
SCALE 1" = 1'-0"
11
- -
2
1
4 "
2"
7
3
4
"
1'
-
0
"
1'-2"
3" 3"
3
"
3
"
3"
3
"
L6x6x1/2
FRP ANGLE (TYP.)
1/2" FRP CAP PLATE
1/2" DIA. FRP BOLT (TYP.)
HSS 6x6x3/16
FRP BEAM (TYP. 2)
HSS 6x6x3/16
FRP DIAGONAL
HSS6x6x3/8
FRP COLUMN
1/2" FRP PLATE
- -
1
1
/
2
"
M
A
X
.
1 1/2" MAX.
9 1 4"
3 3
3 - 3
1 1 2 "2 1 2 "
2" 6"
1/2" DIA. FRP BOLT (TYP.)
1/2" FRP CAP PLATE
1/2" FRP GUSSET PLATE
HSS 6x6x3/16
FRP BEAM (TYP.)
BEAM TO COLUMN CONNECTION AT GUSSET PLATE DETAIL
SCALE 1 1/2" = 1'-0"- -
- -
HSS6x6x3/8
FRP COLUMN
1/2" DIA. FRP BOLT (TYP.)
HSS 6x6x3/16
FRP BEAM (TYP. 2)
1/2" FRP GUSSET PLATE
L6X6X1/2 FRP ANGLE (TYP. 2)
5"
2
1
2
"
5"
2
1
2
"
THE PLATE MUST EXTEND
UNDER THE INCOMING MEMBER
1
1
4 "
2"
2
3
4 "
1
1
4 "
2
1
2
"8
1
4 "
3" 3"
3"
3
"
1'-0"
1'
-
0
"
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S8 0
ROOF BEAM
REINFORCEMENT
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/02/17 FOR REVIEW
AEF MVK
TYPICAL BEAM REINFORCEMENT
N.T.S.
--
- -
EXISTING 3.5X13 ROOF BEAM
(TYP.)
50'-0" (V.I.F.)
20'-0"EQUAL EQUAL
PROPOSED 18"X3/8" BEAM REINFORCEMENT PLATE
ATTACHED BOTH SIDES W/ 1/2" DIA. BOLTS
EXISTING EXTERIOR WALL EXISTING 12X12 COLUMN (V.I.F.)
3"2 SPA. @ 3"
PLATE REINFORCEMENT DETAIL
N.T.S.
--
- -
2 SPA. @ 5"
PLATE 3/8" THICK 1/2" DIA. BOLT (TYP.)
9"
4"
4"
1'
-
6
"
1
1
1'
-
3
"
(
V
.
I
.
F
.
)
1'
-
6
"
5"
1/2" DIA. BOLT (TYP.)
PROPOSED 18"X3/8" PLATE
(TYP. 2 PER BEAM)
SECTION 1-1
N.T.S.
--
- -
EXISTING 5X33 GLULAM ROOF
BEAM (V.I.F.)
20'-0"
1'-0"
(TYP.)
1'-3"
11/02/2017