AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE:
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<br /> 1 18'-0"
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<br /> 4' 0" 10'-0"
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<br /> 2 TYR. 26 GA METAL DECK
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<br /> PURLIN PER PLAN HSS COLUMN
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<br /> -NATIVE SOIL -ASPHALT
<br /> 1 TYP. OR STRUCTURAL FILL
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<br /> S1.0
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<br /> SCALE: 1/4" = 1'-0"
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<br /> NOTES:
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<br /> Op1. SEE STRUCTURAL NOTES ON SHEET S1.0.
<br /> /
<br /> 36' 0° 2. VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING
<br /> 9'-0" MAX 18'-0" 9'-0" MAX WITH CONSTRUCTION.
<br /> / / /
<br /> - 26 GA METAL DECK 3. SEE SHEET S3.0 FOR 4-STALL CONFIGURATION.
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<br /> REVIEWED FOR PERMIT. °.� �.._ STEg�9 w
<br /> TYPICAL ELEVATION ( �sslo �6��
<br /> B SCALE: 1/8" = 1' 0" ting„,
<br /> NAL E
<br /> die10/10/19
<br /> . PROJECT �.PREPARED FOR PREPARED BYALS .SHEET NO.
<br /> CAMLYN CONDOS CARPORT DESIGNED SDS
<br /> 1009112TH ST SW CARPORTS OF WASHINGTON SITTS & HILL SDS 32.0
<br /> EVERETT, WA 98208 ENGINEERS, INC. DRAW"
<br /> OjT PROJECT NO.
<br /> sHEET r.nE P.O. BOX 2389 CHECKED �
<br /> 2
<br /> CIVIL • STRUCTURAL • SURVEYING
<br /> TYPICAL SECTION BUCKLEY, WA 98321 4815 CENTER STREET I TACOMA,WA.98009 DATE 10/02/2019
<br /> AND ELEVATION (360) 897-1200 PHONE:(253)474-9449 I F AX:(253)474-0153 SCALE AS NOTED 18 574
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