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AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE: <br /> O O <br /> E CITY REVIEW COMMENTS A 1-11-2019 <br /> O O <br /> 54'-0" <br /> 9' 0" 18'-0" 18'-0" X <br /> Q <br /> O1 r ---- — -- ---- — -- ' ------- <br /> 1 2'-4" DIAMETER A <br /> I MINIMUM is <br /> 1 I 4'-6" DEEP <br /> 17' I CONCRETE <br /> FOOTING - TYPICAL <br /> (3) LOCATIONS <br /> o <br /> (11-.- <br /> ~/ HSS6x4x3/16 <br /> I COLUMN <br /> - TYPICAL (3) <br /> o I LOCATIONS <br /> 7, <br /> • <br /> I <br /> QSIM. <br /> Mr <br /> A 6-STALL CARPORT FOUNDATION PLAN <br /> SCALE: 1/8" = 1'-0" <br /> 0 0 0 0 0 <br /> k 54'-0" <br /> NOTES: <br /> 9' 0" 18'-0" 18'-0" <br /> 9-0" <br /> 1. SEE STRUCTURAL NOTES ON SHEET 1.0. <br /> 2. VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br /> O • 3. SEE SHEET S2.0 FOR ADDITIONAL INFORMATION. <br /> 4. BAY DIMENSIONS ARE MAXIMUMS - IT IS STRUCTURALLY ACCEPTABLE TO <br /> USE SMALLER DIMENSIONS. <br /> y 1IIii11I1 <br /> C1Ox3 1/4x12 GA., TYP. A <br /> . . NOTES: <br /> 0 3co <br /> 3 A. PROVIDE 6" SEPARATION BETWEEN EACH CARPORT. <br /> CD -co - — 1, — n- , <br /> 26 GA METAL DECK -)� J. Tj <br /> V-LINE 32 <br /> EQUIVALENTOR ��S aWAS�I4' '' <br /> C1Ox3 1/4x12 GA., TYP. �ililli <br /> ' F, ?o <br /> L <br /> o • <br /> CITY OF EVERETT ' ' `''ir ' <br /> - -----_.____ II <br /> REVIEWED FOR PERMIT 6P0s, �' 4STEg1'9 s. <br /> ��N <br /> QSIM. �S'7ONAL 0 <br /> 01/11/19 <br /> i MU <br /> PROJECT PREPARED FOR AM=PREPARED BT AMR APPROVALS SHEET NO.M.= 1 <br /> NOVA NORTH APARTMENTS SITTS & HILL DESIGNED MS <br /> CARPORTS OF WASHINGTON JMLSrS4.0 <br /> EVERETT, WASHINGTON 98204 ENGINEERS, INC. DRAM <br /> B 6-STALL CARPORT ROOF FRAMING PLAN SHEET TLE P.O. BOX 2389CHECKED CJT <br /> PROJECT NO. <br /> CML • STRUCTURAL • SURVEYING <br /> SCALE: 1/8" = 1 0 BUCKLEY, WA 98321 DATE <br /> 8/6/2018 <br /> 6-STALL FOUNDATION PHONE,(t9)/149449 1 F�`°" 47w�' AS NOTED <br /> AND FRAMING PLAN (360) 897-1200 MIpeivnmalMa.hRrn9lnexsmM SCALE ,944 a <br /> 1' <br />