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HomeMy WebLinkAboutEngineering Stemwally y vy y vy vy vy vy vy vy vy ' >/ A >/ A > >/ >/ > >/ > > > Vvv> A v v A v NEW GONG, SLAB^ v A v A v A v' A v v - v - v " v v v " " moi GBS BLOCK TO GRADE w/ (1) #5 0 REBAR CONT, w/ (1) VERT 05 0 REBAR TO FOOTING a EACH CORNER 4 4' O,G, MAX, 4,45 SHOWN BACKFILL w/ COMPACTED FILL FILLED CELLS 4 CORNERS 4 VERTICAL CELLS o 4' O,G, MAX w/ 3000 PSI GONG, CONCRETE FTG, - 24" x 12" MIN, 3000 PSI w/ FIBERMESH w/ (3) 050 REBAR CONT, A V vv A V A L -BEAM BLOCK W/ (1) #5 0 REBAR CONT, FINISH w/ STUCCO A 4 PAINT TO MATCH EXISTING A RESIDENCE I V A V A " A vA vy A A TYPICAL RETAINING WALL / FOOTING MAX HGT. 41 NOT TO SCALE +/ 4" FIBERMESH GONG, SLAB (3000 PSI) IA > MIN 8 6 MIL, VAPOR >' " Ao,' BARRIER all FINISH SLAB ELEV. MIN, (1) #50 REBAR TIE INTO RETAINING WALL REBAR 4 TO EXISTING FTC:, w/ EPDXY NEUJ SLAB TO MATCH TOP OF RET,4/N/N6 U/,4LL N AREAS UJI-FERE THE RETAINING U/ALL /S REQUIREL TYPICAL SLAB / FTC DETAIL NOT TO SCALE FOUNDATION 4 SLAB NOTES NEW +/- 4" SLAB / FTG WITH 3000 PSI CONCRETE w/ FIBER -MESH, OVER CLEAN COMPACTED, NON ORGANIC FILL OR UNDISTURBED VIRGIN SOIL, OVER 6 MIL VAPOR BARRIER SOIL BELOW NEW CONCRETE SLAB TO BE TERMITE TREATED FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN, SOIL BEARING OF 2000 POUNDS PER SQUARE FOOT CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK. GENERAL NOTES 1. CONSTRUCTION TO FOLLOW THE "FBC 201-1 RESIDENTIAL 6TH EDITION" AS ADOPTED BY THE AREA IN WHICH THE CONSTRUCTION IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2, ACTUAL FINAL DIMENSIONS ARE TO BE DECIDED IN THE FIELD... THESE DRAWINGS CLOSELY REPRESENT THE INTENDED LOCATIONS, NEW RETAIN WALLS POOL DECK SLAB & DRIVEWAY EXTENSION LAYOUT SCALE 111 = +/_ 3, SCOPE OF FROJECT/PL.AN: THE PURPOSE OF TH16 PLAN IS TO PROVIDE A SITE PLAN, ENGINEERING FOR A NEW RETAINING WALL AS NECCESSARY FOR A NEW POOL DECK CONCRETE SLAB. TYP NEW DRIVEWAY SLAB IS APPROXIMATE EXACT LOCATION TO BE FIELD DETERMINED ROADWAY V V V V I ` I V >' " A >' " A >' " A > " A >' " A > " A >' " A A v ( A ( A v ( ( A ( A A V " A ,' " A ,' " A , " A >' " A ,' " A >' " A 1� 21 COO A (( (A O (A v V V A MIN, (2)" #5 REBAR " A ' " A v v A V A ( A V V V ( A V A V V A >' " A >' " A >' "A >' " 1 " A >' " A >' " A cAv cAv cAv 24 kA, cAv <Av TYPICAL RETAINING WALL / FOOTING MAX HGT. 41 NOT TO SCALE +/ 4" FIBERMESH GONG, SLAB (3000 PSI) IA > MIN 8 6 MIL, VAPOR >' " Ao,' BARRIER all FINISH SLAB ELEV. MIN, (1) #50 REBAR TIE INTO RETAINING WALL REBAR 4 TO EXISTING FTC:, w/ EPDXY NEUJ SLAB TO MATCH TOP OF RET,4/N/N6 U/,4LL N AREAS UJI-FERE THE RETAINING U/ALL /S REQUIREL TYPICAL SLAB / FTC DETAIL NOT TO SCALE FOUNDATION 4 SLAB NOTES NEW +/- 4" SLAB / FTG WITH 3000 PSI CONCRETE w/ FIBER -MESH, OVER CLEAN COMPACTED, NON ORGANIC FILL OR UNDISTURBED VIRGIN SOIL, OVER 6 MIL VAPOR BARRIER SOIL BELOW NEW CONCRETE SLAB TO BE TERMITE TREATED FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN, SOIL BEARING OF 2000 POUNDS PER SQUARE FOOT CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK. GENERAL NOTES 1. CONSTRUCTION TO FOLLOW THE "FBC 201-1 RESIDENTIAL 6TH EDITION" AS ADOPTED BY THE AREA IN WHICH THE CONSTRUCTION IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2, ACTUAL FINAL DIMENSIONS ARE TO BE DECIDED IN THE FIELD... THESE DRAWINGS CLOSELY REPRESENT THE INTENDED LOCATIONS, NEW RETAIN WALLS POOL DECK SLAB & DRIVEWAY EXTENSION LAYOUT SCALE 111 = +/_ 3, SCOPE OF FROJECT/PL.AN: THE PURPOSE OF TH16 PLAN IS TO PROVIDE A SITE PLAN, ENGINEERING FOR A NEW RETAINING WALL AS NECCESSARY FOR A NEW POOL DECK CONCRETE SLAB. TYP NEW DRIVEWAY SLAB IS APPROXIMATE EXACT LOCATION TO BE FIELD DETERMINED ROADWAY © Copyright 2020 ROBERSON DESIGN GROUP All rights reserved, REVISION DATE JOB * 20205W DATE 10/12/20 DRAWN BY SR SHEET 1 0f 1 oc F --I O M � O w z Lu 11.E --� :3 U 00 00W Z `�__ l z Q O n z WOovs� Lu Q Lu LuQ zLu U � O © Copyright 2020 ROBERSON DESIGN GROUP All rights reserved, REVISION DATE JOB * 20205W DATE 10/12/20 DRAWN BY SR SHEET 1 0f 1 z O 67 VJ z Lu 11.E --� :3 Z `�__ l z Q O n z Lu Q Lu LuQ zLu U � O u � O V N © Copyright 2020 ROBERSON DESIGN GROUP All rights reserved, REVISION DATE JOB * 20205W DATE 10/12/20 DRAWN BY SR SHEET 1 0f 1