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0 <br />rc 1 <br />[mil <br />TYP. 0 PATIO (9) LOCATIONS <br />12"x12" CONC. PLINTH w/ (4) <br />#4 BARS EA. WAY HOOKED <br />INTO FT'G. 4" EMBED (ONE <br />EA. CORNER) <br />rnt R ium mnnmc <br />VIA <br />LA <br />: <br />F. PATIOS.Q.Ira. �I ( A P�SIM,) o <br />{ <br />e"T rioro nrujrt%nrnrn ( I ��, , TYP. . L+4 ^i j^ , ." 10 <br />IMPORTANT NOTE: <br />SEE ARCHITECTURAL PLANS FOR ALL <br />DIMENSIONS &VERIFY WITH STRUCTURAL PLANS <br />CONSTRUCTION NOTE: <br />GEOTECHNICAL SPECIAL INSPECTION OF BEARING SOIL IS <br />REQUIRED. <br />STRUCTURAL FILL REQUIRED AS SPECIFIED PER GEOTECH <br />REPORT. FOLLOW ALL RECOMMENDATIONS WITHIN REPORT. <br />FOUNDATION CONSTRUCTION NOTES: <br />CONFIRM FOUNDATION TOP OF WALL STEPS & BOTTOM <br />OF FOOTING STEPS PER ARCHITECTURAL <br />ALL FTG's. TO BEAR ON UNDISTURBED SOIL MIN. 1,500psf <br />1,500psf @ RETAINING WALLS <br />FOUNDATION STEEL PER DETAIL, SEE DETAIL & SHEAR <br />SHEETS, AS REQ'D. <br />ALL FOOTING POSTS TO BE 4x4 D.F. #2, 46 Q BEAM <br />SPLICE w/ AC44 CAP & AB44 BASE, TYPICAL (U.N.O.) <br />ALL BEAMS TO BE 410 D.F. #2 U.N.O. <br />PROVIDE CONTROL JOISTS @ ALL SLAB ON GRADE <br />(S.O.G.) LOCATIONS. LAYOUT PER ARCHITECT or <br />4" THICK CONCRETE = 10'-0"max. EACH WAY <br />5" THICK CONCRETE = 15'-0"max. EACH WAY <br />ALL METAL HARDWARE USED IN CONJUNCTION w/ PRESS. <br />TREATED WOOD SHALL BE SIMPSON Z—MAX OR HDG <br />GRADE ZINC COATING. <br />ADD NERVASTRAL AS A SEPARATION BARRIER BTWN. <br />WOOD & CONC. STOOPS/SLABS. <br />a' 36"x36"x12" w/ (5) #5 36 foundation <br />BAR EA. WAY <br />SCALE: 1 /4" = 1'-0" <br />� Y F "-V P R �n r � s <br />Ian REVIEWED E , P I <br />i <br />zD <br />h <br />N <br />., <br />rn <br />N 0 <br />MN/ <br />Q <br />{.ice <br />W <br />� <br />Imca <br />jX <br />W <br />tLL <br />z00) <br />C14 <br />V <br />Z <br />"'' <br />ary <br />' d] <br />. <br />WN <br />L <br />N <br />cco <br />, W <br />ry <br />1-- <br />meet <br />2712 Taylor Dr. <br />FILE N-V3LR <br />DRAWN BY <br />ob <br />Dote Rev. <br />5.22.2020 1.15.2021 <br />Sheet <br />S4 <br />