HomeMy WebLinkAboutA-1 2.24.214" 2 WAY C/O4"3"3"2"2"3"3"2''2"2"2"3"3"F1FINISH FLOOR ELEVATION(TOP OF SLAB)SLOPE
2'' OVERALL
SLOPE
1/8'' PER FT
NOTE:PROVIDE LINE FORICE MAKERSLOPED RECESS AT GARAGE DOORHBHBSLAB NOTE3000 PSI CONCRETE SLAB4'' THICK W/ FIBERMESH(OR 6''X6'' 10 /10 W.W.F.)OVER 6 MILL VISQUEEN ANDCLEAN, COMPACTED, TERMITETREATED FILL9'-4"2'-9"21'-0"52'-0"58'-0"52'-0"20'-4"2'-0"3'-0"3'-4"
22'-81
2"7'-814"18'-31
2"4'-61
2"1'-6"43'-4"20'-11"3'-1"22'-10"26'-31
4"5'-43
4"
60'-0"24'-0"28'-0"15'-11"2'-0"
60'-0"F12'-4"2'-4"3'-8"1'-8"2'-4"4'-0"2'-4"16'-714"13'-634"10'-4"
8"4'-41
2"2'-2"6'-4"10'-2"8'-4"8"3"13'-634"12" x 8" Wedge Anchors@ 32" o.c.w/ 2 washers & nuts8'-0"10'-8"1'-0"5'-4"F1SLOPE
1/8'' PER FT
2'-4"2'-4"2'-0"10'-4"12" x 8" Wedge Anchors@ 16" o.c.w/ 2 washers & nuts12" x 8" Wedge Anchors@ 16" o.c.w/ 2 washers & nuts16'-101
4"42"x 42"x 16" CONC. PADFOOTING WITH (5) #5 BARS EA. WAYSET TOP FLUSH w/GARAGE SLAB27" x 27" x16" CONC.PAD FOOTINGSw/ #5 BARS @ 8" o.c.EA. WAY TYP.24"x 24" x16" CONC. PADFOOTING w/ (3) #5 BARSEA. WAY.TOP OF PAD: - 12"8"8"1 12" SLAB RECESS@ DOOR SILL2 12" STEP FROMSILL TO TOP OFENTRY SLABTERMITE NOTES:1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWEL SHALL BE PROVIDED.2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS.3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION.5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE AND/OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION.7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A FLORIDA LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION.CRASHPOLESTEP FOOTING#5 REBARCONTINUOUS@ CBS WALLSF2CBSFIBERMESHOR6"x6" 1010 WIRE16"16"x16"FOOTINGw/ (2) #5 BARSSEE DOWELPLANMAIN FINISH FLOORBELL FOOTING@ INT. FRAME WALLSF3FIBERMESHOR6"x6" 1010 WIRE16"x16" FOOTINGw/ (2) #5 BARS4" MIN.CONCRETESLAB12" x 8" LONGJ-BOLTVERT. OR LATERALBEARING WALL(2) #5 BARSCONTINUOUSF2STEP FOOTINGINT. BEARING WALLSSCALE: NTSFIBERMESHOR6"x6" 1010 WIRE(2)#5 BARCONTINUOUS FINISH FLOORINTERIOR12" x 8" LONGWEDGE ANCHORS16"x16" FOOTINGw/ (2) #5 BARS16"F1 MONO EDGEFOOTINGSCALE: NTS3'' TYPSLOPE 1/6 MAXMINIMUM 12"OF FOOTINGBELOW GRADE16''3'' TYP16''FINISHFLOOR45 FLARE6"MIN.O(2)#5 BARCONTINUOUS3" MIN.COVER25"25"MONO FOOTING CORNER DETAILSCALE: NTS(2) #5 BAR CONTINUOUSw/ 25" MIN. LAP AND (1) #5VERTICAL BAR @ CORNER- SEE FOUNDATION PLANF1 CURBMINIMUM 12"OF FOOTINGBELOW GRADETYP. FOOTINGW/ RAISED CURBSCALE: NTS3'' TYPSLOPE 1/6 MAX16''3'' TYP16''FINISHFLOOR45 FLARE6"MIN.O(2)#5 BARCONTINUOUS3" MIN.COVERRAISEDCURB3'' MIN COVERMINIMUM 12"OF FOOTINGBELOW GRADE(2) #5 REBAR16''16''CURB3'' TYPSLOPE 1/6 MAXMINIMUM 12"OF FOOTINGBELOW GRADE16''3'' TYP16''MONO EDGE FOOTINGAT SHOWER RECESSSCALE: NTSF1S4" SHOWERRECESS45 FLARE6"MIN.O(2)#5 BARCONTINUOUS3" MIN.COVERFLAT TOP FOOTINGw/ RAISED CURBSCALE: NTSF3 CURBFP PAD FOOTING(POURED INTEGRAL WITH SLAB)SCALE: NTSSEE PLAN3'' TYP12''45 FLAREO3'' TYPINT. FIN. FL.12''#5 BARS @ 8" o.c.EA. WAYw/ 3" MIN.COVERPATIO OR ENTRYMONO SLAB EDGEPOUR CONCRETEDOWN INTO PADCONT. SLAB EDGEREINFORCINGTHRU PADCOLUMNSEE PLAN FORSIZE & SHAPEFIBERMESHOR6"x6" 1010 WIRE42"x 42"x 16" CONC. PADFOOTING WITH (5) #5 BARS EA. WAY.SET TOP FLUSH w/SLABF1F1F2F12'-31
2"
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GAS RISER SHOWN IS FOR PIPINGTO BE INSTALLED DURINGCONSTRUCTION PHASE ONLY.ALL LINES ARE TO BE CAPPED.ALL LINE SIZES & LENGTHS TO BEVERIFIED, SUPPLIED, & INSTALLED BYOWNERS SPECIALTY CONTRACTORUNDER SPERATE PERMITP
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8'-934"F1 CURBF3F3F212"FPFPF2CBSF2F2F2F1F1F10'-0''F1 CURB5'-0"1'-914"2'-234"1 12" SLAB RECESS@ DOOR SILL2 34" SLAB RECESS@ SGD DOOR SILL25'-3"4'-91
2"FLOOROUTLETFLOOROUTLET2'-10"8"PROVIDE CONTROL JOINTS PER ACI 2243R. JOINTS TO BE TOOLEDWHEN FINISHING SLAB IN STRAIGHT LINE OR SAW CUT WHILETHE SLAB IS STILL GREEN. THE MINIMUM DEPTH OF THE JOINT ISTO BE 25% OF THE SLAB THICKNESS. LOCATE JOINTSAPPROXIMATELY 10'-0” O.C. EACH WAY. JOINTS TO EXTEND TOOUTSIDE WALLS OR SLAB STEPS. LOCATE AT LEAST ONE JOINT TOINTERSECT EACH INSIDE CORNER OF SLAB STEPS OR EXTERIORWALLS. JOINTS TO AVOID SHOWER RECESSES.CONTROL JOINT NOTE4"4" SLABTYP. CONCRETE SLABSCALE: NTSFILL TO BE TREATED AFTER PLUMBING ROUGHAND BACKFILL AND BEFORE INSTALLATION OFVAPOR BARRIERCLEAN, COMPACTED FILL4" MIN CONCRETE SLABSLAB REINFORCING:FIBER MESH or 6x6 1010 W.W.F.SEE STRL. NOTES6 MIL POLYVAPOR BARRIERNOTE:PLUMBING CONTRACTOR TO VERIFY: - PLUMBING LAYOUT AND RISER DIAGRAM - ALL PLUMBING WALL LOCATIONS - PROVIDE DOCUMENTATION OF COMPLETED WORK TO GENERAL CONTRACTOR.F1SF1SCHRISTOPHER D. BEERS, P.E.FLORIDA LICENSE NO. 64594W A T E R - A I R - L A N D5109 Grand Palmetto WayNorth Port, Florida 34291-8049941-628-0635fax 413-687-9013chrisbeers@byu.net24"x 24" x16" CONC. PADFOOTING w/ (3) #5 BARSEA. WAY.TOP OF PAD: - 12"2''FUTURESINK8ST. LUCIE COUNTY, FL. 349??
(UNASSIGNED) BROCKSMITH RD.
CARLOS L. & JENNIFER L. WELLS
HARBORVIEW CJW
511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953P4 09 DEC 20P1 11 SEP 20P2 25 SEP 20P3 23 OCT 201/4" = 1'-0"A1FOUNDTION2SHEETDESCRIPTIONDATEREVBuilder:Project:SCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678HARBOURVIEW CJW PERMITSET(2021-02-23).dwg09/11/20