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AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE: <br /> CONFIGURATION CHANGE 2 10/10/2023 <br /> A B D G <br /> F <br /> 88'-0" T <br /> T <br /> 8'-0" 16'-0" 16'-0" 24'-0" 16'-0" 8'-0" <br /> A <br /> S1.0 <br /> 1 <br /> 3'-O" DIAMETER <br /> MINIMUM x <br /> Q 5'-3" DEEP <br /> io CONCRETE <br /> FOOTING - TYPICAL <br /> (5) LOCATIONS <br /> HSS6x4x1/4 COLUMN <br /> - TYPICAL (5) <br /> LOCATIONS <br /> I <br /> ll( <br /> A <br /> 52.0 <br /> SIM. <br /> A 11-S�1/ <br /> LL CARPORT FOUNDATION PLAN <br /> h SCALE: " = 1'-O" <br /> A B C D E F G <br /> 88,-0" <br /> 8'-0" 16'-0" 16'-0" 24'-0" 16'-0" 8-0 NOTES: <br /> 1. SEE STRUCTURAL NOTES ON SHEET 1.0. <br /> 2. VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING <br /> A WITH CONSTRUCTION. <br /> 51.0 <br /> 3, SEE SHEET S2.0 FOR ADDITIONAL INFORMATION. <br /> 1 - <br /> 4. BAY DIMENSIONS ARE MAXIMUMS - IT IS <br /> STRUCTURALLY ACCEPTABLE TO USE SMALLER <br /> C10x3 1/2x12 GA. (2) C10x3 1/2x12 GA. DIMENSIONS. <br /> E <br /> 2 0 0 0 0 0 26 GA METAL DECK <br /> - .0 .0 .0 . V-LINE 32 OR OF WAS13j <br /> C10x3 1/2x12 GA. (2) C10x3 1/2x12 GA. � EQUIVALENT ��� <br /> ti 0Af <br /> 3 - <br /> 41`79 <br /> STERN <br /> S2.0 SIM. �SSIONAL <br /> 11/04/22 <br /> PROJECT PREPARED FOR PREPARED BY APPROVALS I1EET- <br /> EMERALD COURT DESIGNED OMA <br /> CARPORTS CARPORTS OF WASHINGTON &9 OMA S6.0 <br /> 11-STALL CARPORT ROOF FRAMING PLAN EVERETT, WA 98204 SIttS&h I DRAM <br /> D SHEET TITLE P.O. BOX 2389 CHECKED cjT �R JJECI NJ. <br /> i <br /> D SCALE: 1/8" = 1'-O" 11-STALL FOUNDATION BUCKLEY, WASHINGTON 98321 CIVIL I STRUCTURAL I SURVEY DATE 11/02/2022 <br /> AND FRAMING PLANS 'I,CENTERSTREET I TACOMA,WA.95409 <br /> PHONE:(253)4T4-9409 I FAX:(253)4744153 SCALE AS NOTED 19 9 93 V3 <br /> hHp:l/www.silishilLcoml <br /> O <br />