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DRAWING NUMBER: <br />SALES REPRESENTATIVE: <br />SHEET: <br />SCALE: <br />DRAWN BY: <br />APPROVED BY: <br />OF <br />DATE: <br />DATE: <br />AS SHOWN <br />2 2 <br /> <br />3 <br />LEGAL DESCRIPTION <br />APN <br />AS SHOWN <br />RT MARCH 6,2023 <br />2/15/2022 <br />Post size by <br />Designer <br />CONTRACTOR MUST VERIFY IN FIELD THE <br />EXISTING CONDITIONS AND APPLY ANY OF <br />THESE DETAILS AS NECESSARY USING <br />ANCHOR BOLTS TO CONNECT BOTTOM PLATE <br />AND EXISTING AND NEW FOOTING <br />24"MIN. FOR <br />NEW FOOTING <br />Post size by <br />Designer <br />6" <br />24" MIN. <br />6" MIN. <br />PROVIDE 5 8"Ø X 6" MIN. EMBEDMENT <br />INTO EXISTING FOOTING @ 4' O.C. <br />W/EPOXY SET XP SPECIAL <br />INSPECTION REQUIRED <br />ESR/LARR SPECIFICATIONS <br />SPECIFICATIONS : <br />CONCRETE STANDARD GRADE f’c = 2,500 psi <br />CONCRETE BLOCK GRADE “N” PER ASTM C-90 <br /> ( NO SPECIAL INSPECTION U.N.O ) <br />MORTAR TYPE “S” 1;1/2;4 CEMENT TO LIME TO STAND <br />GROUT 1:3:2 CEMENT TO SAND TO PEA GRAVEL f’c=2,000psi <br />REINFORCING STEEL PER ASTM A-615 <br />STRUCTURAL STEEL SHAPES PER ASTM A-36 <br />COLUMNS PER ASTM A-53 GRADE B <br />BOLTS PER ASTM A-307 <br />WELDING ALL FIELD WELDING BY CERTIFIED WELDERS <br /> E-70 XX ELECTRODES <br />LUMBER DOUGLAS FIR GRADING PER WCLIB RULE # 16 <br /> SIZES PER PS 20-70 <br /> JOIST, PLANKS, GRADE # 2 OR BETTER <br /> POSTS AND BEAM GRADE #1 OR BETTER <br />PLYWOOD PER PSI-95 WITH EXTERIOR TYPE GLUE <br />ROOF DIAPHRAGM 1/2” PS-1 PLYWOOD WITH <br /> 8 D NAILS @ 6:12 <br />FLOOR DIAPHRAGM 5/8” PS-1 PLYWOOD WITH <br /> 10D NAILS @ 4:6:10 <br />SOIL 1,500 psf PER CBC 2019 <br />THE GENERAL CONTRACTOR SHALL <br />VERIFY ALL DIMENSIONS AND SITE <br />CONDITIONS BEFORE STARTING THE <br />WORK. THE ARCHITECT OR ENGINEER <br />SHALL BE NOTIFIED IN WRITING OF ANY <br />DISCREPANCY. THE GENERAL <br />CONTRACTOR SHALL BE RESPONSIBLE <br />FOR COORDINATION OF ALL WORK AND <br />MATERIALS, INCLUDING THOSE <br />FURNISHED BY SUB-CONTRACTORS. <br />6"18" <br />H <br />- <br />1'-0" <br />21'-9"7'-0" <br />21'-10" <br />20'-8" <br />1'-0" <br /> LEGEND <br /> 24" SQ. X 24" DEPTH <br /> CONCRETE PAD <br /> FOOTING W/ 3 # 4 E.W. <br />28'-9" <br />12'-8"5'-8"10'-5" <br />3'-10" <br />6 MIL POLYETHYLENE FILM - MOISTURE <br />BARRIER AND VAPOR BARRIER <br />UNDERLAYMENT <br />S S <br />SS <br />F <br />F <br /> FOUNDATION NOTES: <br />ENGINEERING GROUP <br />DESIGN & CONSULTING <br />ALLSTAR <br />WET STAMP <br />24" <br />6" <br />2231 S Shelton St Unit 2 - <br />10111276012/11/2023