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HomeMy WebLinkAboutRevision APPROVED 20-830 Causley REV_S-2 S-3_.09.16.2021STRUCTURAL FOUNDATION PLANSCALE: 1/4" = 1'-0"12" X 12" CMU COLUMNS W/ (2) #5VERT. BARS W/ 10" ACI HOOKS TOPAND BOTTOM TIED TO HORIZ. STEELIN BEAM AND FOUNDATIONS24" W X 24" L X 18" D THICKCONC. FOOTING W/ (3) #5BARS EA. WAY IN BOTTOM6S-212" X 12" CMU COLUMNS W/(2) #5 VERT. BARS W/ 10" ACIHOOKS TOP AND BOTTOMTIED TO HORIZ. STEEL INBEAM AND FOUNDATIONS12" X 12" CMU COLUMNS W/ (2) #5VERT. BARS W/ 10" ACI HOOKS TOPAND BOTTOM TIED TO HORIZ. STEELIN BEAM AND FOUNDATIONS24" W X 24" L X 18" D THICKCONC. FOOTING W/ (3) #5BARS EA. WAY IN BOTTOM6S-2NOTE: SEE FLOOR PLANSFOR ALL DIMENSIONS.NOTE:PROVIDE VERTICAL #5 BARAT ALL CORNERS, EA. SIDE OF WINDOWS& DOORS & @ 4' O.C. MAX.2S-23S-23S-23S-23S-26S-23S-2CARRY STEM WALLFOOTING MIN. 8" UNDERMONO (SEE DETAIL 4/S-2)CARRY STEM WALLFOOTING MIN. 8" UNDERMONO (SEE DETAIL 4/S-2)3FOOTING REBAR(3) #5 CONT.8"2'-0"FIBERMESH OR WELDEDWIRE MESH. SEE FOUND.NOTESVARIES(SEEARCH)(1) #5 HORIZ. BAR CONT.TYPICAL EXTERIOR STEM WALL FTG.SCALE: 1" = 1'-0"1'-0"#5 ROD W/ 10" HOOK EMBEDMIN. OF 7" INTO FOOTER. SEESTRUCTURAL ENGINEERINGLAYOUT FOR LOCATION ANDSPACING (WHERE SPLICEOCCURS 30" LAP. MIN)S-218" X 16" CMU STEM WALL(# OF COURSES TBD)1'-0"FIBERMESH OR WELDEDWIRE MESH. SEE FOUND.NOTES(2) #5 VERT. BARS#5 ROD W/ 10" HOOK EMBED MIN. OF7" INTO FOOTER. SEE STRUCTURALENGINEERING LAYOUT FORLOCATION AND SPACING (WHERESPLICE OCCURS 30" LAP. MIN)1'-0"1'-8"1'-0"8" X 16" CMU BLOCK (# OFCOURSES TBD)TYP. THICKENED EDGE1" = 1'-0"S-22FOOTING REBAR(2) #5 CONT.VARIES(SEEARCH)36" W X 36" L X 18" D THICKCONC. FOOTING W/ (3) #5BARS EA. WAY IN BOTTOM12" X 12" CMU COLUMNS W/(2) #5 VERT. BARS W/ 10" ACIHOOKS TOP AND BOTTOMTIED TO HORIZ. STEEL INBEAM AND FOUNDATIONS1'-6"3'-0"1'-0"#5 VERT. BAR W/ 10" ACIHOOK TIED TO FOUNDATIONBOTTOM STEEL2'-6" LAP SPLICE MIN.PORCH 12" COLUMN DETAILSCALE: 3/4" = 1'-0"S-264" CONCRETE SLAB W/6X6 -W1.4/W1.4 WWM ORFIBERMESH ON 6 MIL.VAPOR BARRIER ON WELLCOMPACTED, TREATED FILL1'-4"#5 @ 16" O.C. BREAK FACE OF CMU5" X 5" EXTEND BAR W/ HOOK INTOCMU#3 BAR @ NOSING1'-0" MIN.1'-0" MIN.4"(2) #5 BARSFOOTING REBAR(3) #5 CONT.2'-0"1'-0"STEM WALL (# OFCOURSES TBD)6" TYP. RISER DIMENSION 11" TYP. TREADDIMENSION# OF TREADS VARIES (DOES NOTEXCEED 3 RISERS) - NO HANDRAILREQUIRED1'-0" MIN.(2) #5 BARS#5 @ 12" O.C.BOTTOM6"CONCRETE STAIR @ FOOTINGSCALE: 1" = 1'-0"S-272'-0"6" 1'-0"#5 ROD W/ 10" HOOK EMBEDMIN. OF 7" INTO FOOTER. SEELAYOUT FOR LOCATION ANDSPACING (WHERE SPLICEOCCURS 30" LAP. MIN)MONO. FTG. ON STEM WALL FTG. (TRANSITION)SCALE: 1" = 1'-0"1'-6"FIBERMESH OR WELDED WIREMESH. SEE FOUND. NOTESFOOTING REBAR(2) #5 CONT.FOOTING REBAR(3) #5 CONT.(1) #5 BAR HORIZ. CONT.8" X 16" CMU STEM WALL(# OF COURSES TBD)6" TALL CMU W/ (1) #5 VERT.BAR TIED TO MONO. FOOTINGCONT. #5 BARS-24(1) #5 HORIZ. CONT.BARS IN CURBFOOTING REBAR(3) #5 CONT.8"2'-0"FIBERMESH OR WELDEDWIRE MESH. SEE FOUND.NOTESVARIES(SEEARCH)(1) #5 HORIZ. BAR CONT.TYP. EXT. CONC. CURB STEM WALL FTG.SCALE: 1" = 1'-0"1'-0"#5 ROD W/ 10" HOOK EMBEDMIN. OF 7" INTO FOOTER. SEESTRUCTURAL ENGINEERINGLAYOUT FOR LOCATION ANDSPACING (WHERE SPLICEOCCURS 30" LAP. MIN)S-238" X 16" CMU STEM WALL(# OF COURSES TBD)FILE:DATE:TIME: APPROVED BYCHECKED BYSHEET OFDATESHEET NO.PROJ. NO.DRAWN BY THIS SHEET S:\CADD\20-830 Causley\20-830 Causley REV.dwg SEAL10/6/2021 9:46:34 AM 20-83004/08/20206SCALE: DATEISSUEREV.Causley Residence TREE TOP TRAIL, FORT PIERCE, FLORIDA 34951 05.10.2021PERMIT July 9, 2021 To the best of my knowledge, this structure has been designed in accordance with section 1609 of the 2020 Florida Building Code (7th Edition). No other certifications are expressed or implied. PHONE:772.226.7282 C.A. #: 30698 WEBSITE: www.MillsShortAssociates.com 700 22nd Place, Suite 2C/2D Vero Beach, Florida 32960 06.24.2021BLDG. COMM. 07.09.2021BLDG. COMM. REVS 09.16.20212S-2STRUCTURAL FOUNDATION PLAN & DETAILS JWSJWSTLA SEE SHEETTHIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 10/06/2021 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES. BEAM SCHEDULEMARKTOP ELEVATIONSIZEWIDTH X DEPTHREINFORCINGBOT. MID. TOPSPACINGBB169'-4"CASTCRETE OR EQUALLINTEL 8F16 1T/1B1 #5 1 #7#5 CORNER BARS1. EE = EACH END BAL. - BALANCE2. TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE.3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE.4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALLLINTELS)NOTE: SEE FLOOR PLANSFOR ALL DIMENSIONS.4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.MIN. WITH TROWEL SMOOTH FINISHREINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MIL VAPORBARRIER ON COMPACTED TREATED SOILNOTE:PROVIDE VERTICAL #5 BARAT ALL CORNERS, EA. SIDE OF WINDOWS& DOORS & @ 4' O.C. MAX.(2) #4 X 60" @ ALLRE-ENTRANTCORNERS (TYP.)4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.MIN. WITH TROWEL SMOOTH FINISHREINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MIL VAPORBARRIER ON COMPACTED TREATED SOIL1S-34" THICK CONCRETE EQUIPMENT SLABS,3,000 P.S.I. MIN. WITH BROOM FINISHREINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH ON COMPACTEDTREATED SOIL (TYP. FOR EQUIP. PADS)2S-3VOLUME (CUBIC FEET)A/C BUILDING VOLUME23,745STRUCTURAL FOUNDATION & SLAB PLANSCALE: 1/4" = 1'-0"4" THICK CONCRETE FLOOR SLAB,3,000 P.S.I. MIN. WITH TROWELSMOOTH FINISH REINFORCEDWITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MILVAPOR BARRIER ON COMPACTEDTREATED SOILSANDSET PAVERS4" THICK CONCRETE FLOOR SLAB,3,000 P.S.I. MIN. WITH TROWELSMOOTH FINISH REINFORCEDWITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MILVAPOR BARRIER ON COMPACTEDTREATED SOIL(2) #4 X 60" @ ALLRE-ENTRANTCORNERS (TYP.)1S-3BB16+44/-56 PSFBB16+39/-44 PSFBB16+43/-46 PSF EA.BB16+43/-45 PSFBB16+43/-46 PSF EA.BB16+44/-47 PSFBB164" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.MIN. WITH TROWEL SMOOTH FINISHREINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MIL VAPORBARRIER ON COMPACTED TREATED SOILBB16+43/-52 PSFBB16 BB162S-3BB16 +44/-47 PSF BB16 +44/-55 PSF BB16+41/-44 PSFBB16 +43/-46 PSF EA. SLOPE SLOPESLOPEBB16 +41/-50 PSF BB16+44/-55 PSFBB16+44/-47 PSFBB16+44/-56 PSFBB16 +44/-47 PSF BB16 +43/-46 PSF EA. BB16 +43/-46 PSF SL BB16 +43/-54 PSF BB16 +43/-54 PSF BB16 BB16 BB16 BB16BB16BB16BB16BB163S-33S-39S-34S-3+43/-45 PSF DR4S-57S-212S-310S-38S-38S-38S-34S-311S-38S-38S-333SHOWER RECESS DETAILSCALE: 1" = 1'-0"S-31A/C TIE-DOWN DETAILSCALE: 1" = 1'-0"4" CONCRETE PADA/C COMPRESSORSECURE EA. END TO CONC.PAD W/ 5/8" X 3" EMBED EXP.ANCHOR & HOLD-DOWN TABCRIMP ENDS OF CABLE W/LEAD SLEEVES OR CABLECLAMPS3/16" DIA. STAINLESS CABLE TOBE PULLED TIGHT OVER A/CCOMPRESSORS-365" MIN. EMBED.(5) 5/8" DIA. ANCHOR BOLTS W/ 2-1/2" DIA.WASHERS. BOLTS ARE TO BE EQUALLYSPACED (6" FROM EACH END & 24" O.C. MAX.)BOLTS ARE TO BE CAST IN PLACE -OR- EPOXYSET W/ 5" EMBEDMENT.2" X 6" P.T. BUCK W/ 15 MIL BARRIER#5 VERT. BAR IN FILLEDCELL (TYP.)8"8"4"FIBERMESH ORWELDED WIRE MESH.SEE FOUND. NOTES(1) #5 BARS CONT. 3"MIN. COVERSLOPE CONC,TO DRAINGARAGE BUCK DETAIL1" = 1'-0"S-37TYP. THICKENED EDGESCALE: 1" = 1'-0"6"6"4"4"S-32(1) #5 HORIZ.BAR CONT.INTERMEDIATE MONO. FTG. W/ STEPSCALE: 1" = 1'-0"1'-8"FOOTING REBAR(2) #5 CONT.FIBERMESH ORWELDED WIRE MESH.SEE FOUND. NOTES1'-4" 6"4"6"4"(1) #5 BARSCONT.SLOPES-34J-BOLTS @ 24" O.C. & EA.CORNER @ FRAMEDWALLSTYP. PRE-CAST LINTEL DETAILSCALE: 3/4" = 1'-0"TYPICAL RUNNING BONDBEAM IS (2) COURSE OF HOR U-BLOCK W/ (2) #5 BARSOR (1) #7 BAR CONT. EA.COURSESTD. OR RECESSED PRE-CASTLINTELS ABOVE WINDOWS,DOORS & LARGER SPANNINGOPENINGS W/ (1) #5 BAR INPRE-CAST LINTEL POUREDCONTIGUOUS WITH BOND BEAM("CAST-CRETE"/"LOTTS" OR EQ.)S-35TYP. THICKENED EDGESCALE: 1" = 1'-0"1'-0"1'-0"4"FOOTING REBAR(2) #5 CONT.6"S-332'-0"1'-6"FIBERMESH OR WELDEDWIRE MESH. SEEFOUND. NOTESFOOTING REBAR(3) #5 CONT.134"1'-2"GARAGE DOOR RECESS MONO. FTG.SCALE: 1" = 1'-0"SLOPE 3/4"(3) #5 BARS CONT. TOP @GARAGE RECESSS-39FOOTING REBAR(3) #5 CONT.1'-6"2'-0"FIBERMESH ORWELDED WIREMESH. SEE FOUND.NOTES6"(1) #5 VERT. BARS1 STORY EXTERIOR MONO. FTG.SCALE: 1" = 1'-0"S-38TYP. INTERMEDIATE MONO. FTG. W/STEPSCALE: 1" = 1'-0"2'-0"FOOTING REBAR(3) #5 CONT.FIBERMESH ORWELDED WIREMESH. SEE FOUND.NOTES1'-4"6"4"6"4"(1) #5 BARSCONT.(1) #5 VERT. BARSSLOPES-3102'-0"1'-6"FIBERMESH ORWELDED WIREMESH. SEE FOUND.NOTESFOOTING REBAR(3) #5 CONT.6"6"TYP. EXT. CONC. CURB MONO. FTG.SCALE: 1" = 1'-0"(1) #5 VERT.BARS(1) #5 HORIZ. CONT.BARS IN CURBS-311TYP. INTERMEDIATE MONO. FTG.SCALE: 1" = 1'-0"2'-0"FOOTING REBAR(3) #5 CONT.FIBERMESH OR WELDEDWIRE MESH. SEE FOUND.NOTES1'-4"(1) #5 VERT. BARS (SEEPLAN)4"S-312FILE:DATE:TIME: APPROVED BYCHECKED BYSHEET OFDATESHEET NO.PROJ. NO.DRAWN BY THIS SHEET S:\CADD\20-830 Causley\20-830 Causley REV.dwg SEAL10/6/2021 9:46:38 AM 20-83004/08/20206SCALE: DATEISSUEREV.Causley Residence TREE TOP TRAIL, FORT PIERCE, FLORIDA 34951 05.10.2021PERMIT July 9, 2021 To the best of my knowledge, this structure has been designed in accordance with section 1609 of the 2020 Florida Building Code (7th Edition). No other certifications are expressed or implied. PHONE:772.226.7282 C.A. #: 30698 WEBSITE: www.MillsShortAssociates.com 700 22nd Place, Suite 2C/2D Vero Beach, Florida 32960 06.24.2021BLDG. COMM. 07.09.2021BLDG. COMM. REVS 09.16.20213S-3STRUCTURAL 2ND FLOOR FRAMING PLAN & DETAILS JWSJWSTLA SEE SHEETTHIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 10/06/2021 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES.