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(2.11 7,_6„ CABINET CABINET
2.11 A71-611
50 0.70k 0.70k50
7'-6"5 . B2 HEAT PUMP 7'-6"
0.2k 15
C1 /A2
HEAT PUMP
0.3k ��
HEAT PUMP
0.1 k
COMPONANT AND
CLADDING WIND PRESSURES,
PSF (POSITIVE PRESSURE,
NEGATIVE SUCTION)
ZONE 1
ZONE 2
ZONE 3
ZONE 4
ZONE 5
MAX PRESSURE
+16
+16
+16
+16
+16
MAX SUCTION
-20
-23
-30
-18
-22
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�a a
COMPONENT/CLADDING WIND ZONES: ROOFS COMPONENT/CLADDING WIND ZONES: WALLS
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 LEAST
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.
2.1
1.3
C1
E5
�7'-6„
(:1.8 1.15
3'-9"
E4
E4
LOAD MAP - ROOF
SCALE: 1 " = 50'-0"
CLADDING DEAD LOAD PER
LOAD MAP
SLAB
BEAM A!
SEE NO -
MAX HORIZONTAL
CLADDING DEAD
LOAD 500 LBS,
SEE NOTE 2.
MOMENT DUE TO
CLADDING DEAD
LOAD, SEE NOTE 3.
1.E
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.
LOAD MAP SCHEDULES AND NOTES WIND PRESSURE DIAGRAM 2 CLADDING DEAD LOAD DIAGRAM *nmsippo
R-4332270
SCALE: NTS - SCALE: NTS - SCALE: NTS ELOPMENT ENGINEERING
11 /25/2025 U1
DESIGNED BY: SCALE: DRAWING NO.:
L. DOWELL Q w AS NOTED STRIDE BUS RAPID TRANSIT
DRAWN BY: �� °V wasU FILENAME: SOUTH RENTON TRANSIT CENTER BT120-SZP001
R. MUNRO �� z w J S1-BT120-S-v2020 BT105 FACILITY ID:
RIDE
CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: STRUCTURAL BT120
1 06/13/2025 LPD AJF AE ADDENDUM #1 A. FORTNER �o� ��w� RTA/OA 0206-19 SHEET No: REV:
0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: �SSIONaL E�SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: LOAD MAPS, DIAGRAMS, AND SCHEDULES
348 1
No. DATE DSN I CHK APP REVISION 1A.ESPARZA R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024