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AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE: <br /> O O O 0 <br /> 18'-0" <br /> / / <br /> 4' 0" 10'-0" <br /> TYP.2 26 GA METAL DECK <br /> , S1.0 V-LINE 32 OR EQUIVALENT <br /> 1/4:12 <br /> / , <br /> i L <br /> I <br /> Ai <br /> PURLIN PER PLAN I HSS COLUMN <br /> - TYPICAL PER PLAN - TYPICAL <br /> TYP. -NATIVE SOIL -ASPHALT <br /> 1 OR STRUCTURAL FILL <br /> / S1.0 <br /> — <br /> v/ / <br /> A TYPICAL SECTION <br /> SCALE: 1/4" = 1'-0" <br /> NOTES: <br /> OO O O 1. SEE STRUCTURAL NOTES ON SHEET S1.0. <br /> 36'-O" , 2. VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING <br /> 9'-0" 18'-0" TYP. 9'-0" WITH CONSTRUCTION. <br /> / / / i <br /> IiI <br /> - 26 GA METAL DECK 3. BAY DIMENSIONS ARE MAXIMUMS. IT IS <br /> TYP. V-LINE 32 OR EQUIVALENT STRUCTURALLY ACCEPTABLE TO USE SMALLER <br /> 2 DIMENSIONS. <br /> S1.0 <br /> 8 <br /> 4. SEE SHEET S3.0 FOR 5-STALL CONFIGURATION. <br /> 63 <br /> 6. Lu TYP. <br /> U 1 HSS COLUMN PURLIN PER PLAN <br /> S1.0 <br /> PER PLAN - <br /> y fASPHALT TTYPICAL <br /> 771* <br /> OR STRUCTURAL FILL "y�a W3 j.Ast.,, <br /> - <br /> w '• ��V � �� � im/1 / V ��'''v / l / <br /> kJ <br /> � ./�/K• // -4 %/i / i✓i 2 � i <br /> N <br /> TYPICAL ELEVATION °A .1. 4). <br /> ���w 3 <br /> ,,.. IONAL B E <br /> SCALE: 1/8" = 1'-0" 12/14/ 018 <br /> N <br /> Es <br /> PROJECT PREPARED FOR PREPARED BY ._AMIN APPROVALS SHEET NO 11•111•1 <br /> 65 <br /> Camlyn Condos DESIGNED JMLS <br /> 1009112TH ST SW SITTS & HILL 52.0 <br /> Everett, WA 98208 CARPORTS OF WASHINGTON ENGINEERS, INC. DRAM <br /> JMLS <br /> 07; SHEET TITLE P.O. BOX 2389CHECKED CJT cToPROJECT NO. <br /> CML • STRUCTURAL • SURVEYING <br /> TYPICAL SECTION BUCKLEY, WA 98321 46,SCENTER STREET DATE <br /> 12/12/2018 <br /> o I TACOMA,WA.99199 <br /> AND ELEVATION (360) 897-1200 PHONE:(253)4749449 I FAX:(253)474-0153 SCALE AS NOTED 18181 <br /> h5p:,M1•.,r,..Nb4d•.ng5,.n.eoM 7 <br /> 0 <br />