HomeMy WebLinkAboutMack - revised - signed 5-4-2020COVER PAGEST-1SITE LAYOUTDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.A-01OVERALL FIRST FLOOR PLANOVERALL SLAB PLANA-04D-01DETAILSE-01FIRST FLOOR ELECTRICAL LAYOUTA-02FRONT & RIGHT ELEVATIONSA-05REAR & LEFT ELEVATIONSA-06BUILDING SECTIONS1EXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE 815 Orienta Ave. Suite# 1040Altamonte Springs, FL. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesigns.comBUILDER:ADDRESS:DESIGNER:2NO: DATE:DESCRIPTION:BY:20 = 2'-0" 40 B.F. = 4'-0" BIFOLD24 = 2'-4" 50 B.F. = 5'-0" BIFOLD26 = 2'-6" 60 B.F. = 6'-0" BIFOLD28 = 2'-8"30 = 3'-0"* ALL INTERIOR DOOR HEIGHTS ARE TO BE DETERMINED BY THE BUILDER.•2- INDICATES NUMBER OF DOORS.•2- INDICATES NUMBER OF WINDOWS.•MT - METAL THRESHOLD•FR - FRENCH DOORS•SL - SIDE LIGHT•FG - FIXED GLASS•TR - TRANSOM•GB - GLASS BLOCK•PKT - POCKET DOOR•OBS - OBSCURED GLASS•TEMP - TEMPERED GLASS•SH - SINGLE HUNG•DH - DOUBLE HUNG•HR - HORIZONTAL ROLLER•BP - BYPASS•BF - BIFOLD•TYP. - TYPICAL•SPECIALTY WINDOWS/DOORS, FIXED GLASSWINDOWS, AND TRANSOMS ARE NOTED ONPLANS.2040 = 2'-0" x 4'-0"2050 = 2'-0" x 5'-0"2060 = 2'-0" x 6'-0"* ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE.* ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2).EXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE 815 Orienta Ave. Suite# 1040Altamonte Springs, FL. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesigns.comBUILDER:ADDRESS:DESIGNER:A-01.1PARTIAL FIRST FLOOR PLANA-01.2PARTIAL FIRST FLOOR PLANOVERALL SECOND FLOOR PLANPARTIAL SECOND FLOOR PLANPARTIAL SECOND FLOOR PLANA-02.1A-02.2A-03A-03.1A-03.2PARTIAL SLAB PLANPARTIAL SLAB PLANA-07ROOF LAYOUTE-02SECOND FLOOR ELECTRICAL LAYOUTMack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986A-00COVER SHEETA-00LAFORDIJOSEPHV.TMOR O REENGNELANOISSEFORP ILICENSES T A T E O FN o. 4 1 1 1 3This document has been digitally signed andsealed by:Printed copies of this document are notconsidered signed and sealed and the signaturemust be verified on any electronic copies.Joseph V. Motro PE411137735 S. Tropical TrailMerritt Island, FL 32952The above named Professional Engineer shallbe responsible for the following sheets inaccordance with rule 61G15-23.004, F.A.C.Engineer certifies structural design only.Sheet A-01 First Floor PlanSheet A-01.1 Partial First Floor PlanSheet A-01.2 Partial First Floor PlanSheet A-02 Second Floor PlanSheet A-02.1 Partial Second Floor PlanSheet A-02.2 Partial Second Floor PlanSheet A-03 Slab PlanSheet A-03.1 Partial Slab PlanSheet A-03.2 Partial Slab PlanSheet A-04 Elevations 1Sheet A-05 Elevations 2Sheet A-06 Building SectionSheet A-07 Roof LayoutSheet D-01 Wall SectionsSheet S1 Foundation Plan-1Sheet S2 Foundation Plan-2 & DetailsSheet S3 Sections 1Sheet S4 Sections 2Sheet S5 1st floor roof framing - 1Sheet S6 1st floor roof framing - 2Sheet S7 2nd floor roof framingSheet S8 Notes & Schedules S1 FOUNDATION PLAN-1 S2 FOUNDATION PLAN-2 & DETAILS S3 SECTIONS 1 S4 SECTIONS 2 S5 1ST FLOOR ROOF FRAMING - 1 S6 1ST FLOOR ROOF FRAMING - 2 S7 2ND FLOOR ROOF FRAMING S8 NOTES & SCHEDULESRevised 5-4-2020Dropped 3-car garage floor height,Added stair info.
O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW
O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW O HW25'-0"20'-0"PROPOSEDRESIDENCE20' SIDE SETBACK25' SIDE SETBACK100' FRONTSETBACK47'-6"6'-0"20'-0"12'-0"26'-4"11'-0"20'-0"5'-1"12'-0"14'-0"40'-8"16'-0"16'-0"R6'-0"24"x24"x56" MASONRYCOLUMN w/ PRE-CASTCAP.16" FROM EDGE ORDRIVEWAY & 24" FROMEDGE OF PROPERTYLINE24"x24"x56" MASONRYCOLUMN w/ PRE-CASTCAP.16" FROM EDGE ORDRIVEWAY & 24" FROMEDGE OF PROPERTYLINE20'-0"16'-4"20'-0"5'-0"R12'-0"R12'-0"16'-0"6'-4"R5'-0"R12'-0"R5'-0"R 5'-0"R4'-0"R4'-0"R24'-0"R44'-0"R6'-0"R6'-0"R44'-0"CONC.DRIVE BYOTHERSCONC.DRIVE BYOTHERSCONC.DRIVE BYOTHERS4'-0"R2'-6"R 6 '-6 "4'-8"2'-0"(TYP.)2'-0"(TYP.)2'-0"(TYP.)32"x32"x12" CONC.FTR. w/ (4) #5 E.W.24"x24"x56" MASONRYCOLUMN (TYP.)8" DECORATIVEPRECAST TRIM4" DECORATIVEPRECAST TRIM2" DECORATIVEPRECAST TRIMDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Site LayoutSITE PLANSCALE: 1" =20'-0"Driveway Col's.SCALE: 1/2" = 1'-0"ST-1
12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.STEPPED CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.SEE SECONDFLOOR FOR CLG.DETAIL12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.STEPPED CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.STEPPED CLG.STEPPED CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.STEPPED CLG.STEPPED CLG.STEPPED CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.21'-4" CLG.12'-0" CLG.STEPPED CLG.24'-0" CLG.STEPPED CLG.24'-0" CLG.22'-6" CLG.STEPPEDCLG.SEE SECOND FLOOR FORCLG. DETAIL12'-0" CLG.12'-0" CLG.11'-0"CLG.11'-6"CLG.12'-0"CLG.11'-6"CLG.12'-0"CLG.12'-0" CLG.12'-0" CLG. 12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0"CLG.12'-6"CLG.13'-0"CLG.12'-0"CLG.12'-6"CLG.13'-0"CLG.11'-0"CLG.12'-0"CLG.11'-0"CLG.12'-0"CLG.11'-0"CLG.12'-0"CLG.12'-0"CLG.13'-0"CLG.12'-0"CLG.12'-6"CLG.13'-0"CLG.BA-06BA-06AA-06AA-06CA-0612'-0" CLG.12'-0"CLG.13'-0"CLG.12'-0"CLG.13'-0"CLG.12'-0" CLG.EA-07EA-07FA-07FA-07DA-06DA-0611'-0"CLG.12'-0"CLG.210'-5"16'-8"10'-0"25'-4"35'-4"55'-4"148'-8"6'-0"15'-4"6'-8"13'-0"28'-0"13'-8"6'-0"13'-4"9'-4"15'-4"12'-0"10'-0"2'-5"148'-8"13'-4"33'-4"10'-0"87'-4"4'-8"210'-5"98'-8"12'-0"14'-0"40'-8"17'-4"6'-0"6'-0"15'-9"36'-8"28'-8"FIRST FLOORDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.Total Area: sfArea Tabulationssf1st floor:Living:22,3597,879Overall First FloorSCALE: 1/8" = 1'-0"2- INDICATES NUMBER OF DOORS.2- INDICATES NUMBER OF WINDOWS.MT - METAL THRESHOLDFR - FRENCH DOORSSL - SIDE LIGHTFG - FIXED GLASSTR - TRANSOMGB - GLASS BLOCKPKT - POCKET DOOROBS - OBSCURED GLASSTEMP - TEMPERED GLASSSH - SINGLE HUNGDH - DOUBLE HUNGHR - HORIZONTAL ROLLERBP - BYPASSBF - BIFOLDTYP. - TYPICAL•SPECIALTY WINDOWS/DOORS, FIXED GLASSWINDOWS, AND TRANSOMS ARE NOTED ONPLANS.1. GARAGE DOOR TO BE CERTIFIED BY MFR.WIND-BORNE DEBRIS AREA.2. ALL TUB & SHOWER UNITS WILL HAVEANTI-SCALDING DEVICES INSTALLED.3. ALL DOORS TO BE 8'-0" TALL U.N.O. OR PERBUILDER / CLIENT.4. ALL BATHROOM VANITIES SHALL BE 36" HEIGHT,U.N.O5. SAG RESISTANT DRYWALL ON ALL CEILINGS.6. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVEAN UNINTERRUPTED LENGTH OF 12'-0" ORMORE SHALL BE CONSIDERED SHEAR WALLSWS = SHEAR WALL SEGMENTS7. FRAME WALL SEGMENTS WHICH HAVE ANUNINTERRUPTED LENGTH OF12'-0" OR MORESHALL BE CONSIDERED SHEAR WALL SWS =SHEAR WALL SEGMENTS•OPENING BETWEEN GARAGE AND RESIDENCESHALL BE EQUIPPED WITH A 20 MIN. FIRE RATEDSOLID WOOD OR HONEYCOMB CORE STEELDOOR NOT LESS THAN 1 3/8" THICKNESS AS PERFBC-R302.5.1.•1/2" GYPSUM BOARD APPLIED TO THE GARAGESIDE OF WALL TO UNDERSIDE OF DECKING.•5/8" TYPE X DRYWALL ON CEILING BELOW ANYHABITABLE SPACE•1/2" GYPSUM BOARD APPLIED TO ACCESSIBLEAREA UNDER STAIR SURFACE AND SIDES.•FINK TRUSS LIGHT WEIGHT STORAGE SYSTEM w/PLYWOOD FLOOR DECKING2nd floor:3,050guest suite:2,011sfsfsport court:4,832sfsfTotal Living:sf17,772sfgarage: sfsfentry:sfcovered porch: sfsf2602,4491,355balcony: sfsf479porch: sfsf44A-01Revised 5-1-2020Dropped 3-car garage floor height,added landing and steps
20'-0" NOMINAL OPENING. ROUGH OPENINGS MAYVARY PER MANUFACTURER. 1 1/2" RECESSNEEDED FOR LARGER DOOR APPLICATIONS (SEEMFG. SPECIFICATIONS)20'-0" x 10'-0" S.G.D.FINK TRUSS LIGHTWEIGHT STORAGESYSTEM w/PLYWOOD FLOORDECKING12'-0" CLG.DOUBLE-SIDEDWOODBURNINGFIREPLACESLOPE1" IN 10'SLOPE1" IN 10'30A/CCOMP.210'-5"16'-8"36'-8"28'-8"10'-0"25'-4"9'-4"1'-0"6'-4"5'-8"8'-8"10'-2"9'-0"3'-2"1'-0"7'-8"2'-0"16'-0"2'-0"148'-8"6'-0"15'-4"6'-8"13'-0"28'-0"13'-8"6'-0"13'-4"9'-4"15'-4"12'-0"10'-0"2'-8"16'-8"14'-0"26'-0"14'-8"2'-0"7'-4"6'-8"3'-10"9'-2"9'-2"3'-10"6'-8"8'-0"3'-0"3'-0"3'-0"7'-4"3'-0"4'-8"4'-8"2'-10"9'-0"3'-6"5'-4"6'-8"10'-8"10'-8"8'-1"8"7"3'-10"9'-10"3'-10"7"11'-1"8'-1"8"6'-0"2'-5"42'-8"18'-10"2'-0"19'-10"2'-0"16'-220'-8"13'-4"2'-0"5'-4"2'-4"3'-0"25'-8"5'-8"7'-4"10'-0"13'-4"10'-0"33'-4"28'-0"18'-0"8'-0"10'-8"9'-4"31'-0"17'-0"8"2'-0"11'-6"5'-4"39'-10"14'-0"13'-0"18'-0"10'-10"10'-2"17'-0"8"10'-0"27'-2"6'-0"18'-2"7'-6"8"20'-0"20'-8"6'-6"3'-4"13'-0"6'-0"7'-10"6"5'-8"8"3'-4"8"5'-0"5'-0"2'-6"3'-6"18'-2"7'-0"2'-0"2'-0"31'-4"8"9'-11"13'-5"8"6'-0"3'-4"23'-4"8"11'-4"7'-4"2'-0"8'-8"2'-0"2'-0"8"5'-6"10'-2"5'-8"10'-0"4'-8"7'-4"26'-0"8'-0"4'-10"2'-6"14'-8"2'-0"5'-4"2'-0"20'-0"4'-0"18'-2"35'-2"2'-4"12'-0"3'-10"210'-5"12'-8"3'-2"1'-0"10'-0"1'-0"12'-0"14'-0"40'-8"17'-4"6'-0"6'-0"15'-9"3'-5"4'-0"4'-0"2'-7"2'-8"10'-0"2'-8"18'-0"4'-2"3'-2"10'-11"6'-5"5'-0"5'-0"9'-6"4'-4"6"7'-10"6"4'-0"15'-0"3'-4"18'-8"4'-4"12'-0"1'-0"1'-0"6'-6"8"11'-8"5'-4"8"22'-10"7'-8"13'-10"6'-4"6"7'-6"9'-2"6"5'-6"8"20'-8"2'-4"14'-0"1'-0"25'-8"14'-0"6"6'-10"10"7'-4"4'-4"5'-4"8"1'-4"17'-2"12'-0"6'-8"8'-2"6"8'-0"15'-4"11'-10"6'-2"5'-6"8"3'-5"10'-5"5'-8"1'-6"9'-8"1'-0"5'-4"4"25'-8"15'-0"8"24'-0"12'-0"2'-4"2'-10"9'-4"4"2'-6"1'-0"24'-6"8'-0"9'-8"8'-0"15'-0"4'-4"8"8"5'-6"8"5'-10"5'-2"13'-2"6'-6"3'-0"2'-6"3'-4"5'-4"8"37'-4"1'-6"3'-6"10'-0"3'-6"8"6"4'-0"6"8"8"5'-0"1'-0"6'-8"1'-0"5'-0"8"17'-0"5'-8"20'-8"1'-4"6'-10"5'-0"6'-10"8"28'-4"5'-0"8"20'-0"22'-8"8"6"5'-6"6"7'-10"6'-4"14'-2"8"15'-0"5'-8"7'-4"8"42'-8"8"17'-4"8"7'-4"6'-0"8'-4"6'-6"6"20'-0"2'-0"9'-4"2'-0"8"5'-4"2'-0"3'-8"8'-0"3'-8"3'-4"3'-4"1'-0"4'-6"6"5'-0"2'-4"4'-10"17'-2"6"14'-0"2'-4"21'-4"14'-4"14'-0"6'-8"1'-3"9'-4"4'-4"3'-4"9'-0"9'-0"2'-6"19'-2"6"7'-0"4'-4"10'-0"3'-0"1'-0"6'-6"4'-6"15'-10"7'-6"4'-10"5'-0"1'-4"8"4'-0"2'-8"6'-11"6'-1"6'-1"13'-7"7'-4"10'-8"2'-0"8'-8"5'-8"7'-4"5'-8"7'-4"7'-4"3'-8"3'-8"EQ.9'-8"4'-4"4'-2"12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.STEPPED CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.SEE SECONDFLOOR FOR CLG.DETAIL12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.STEPPED CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.STEPPED CLG.STEPPED CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.STEPPED CLG.STEPPED CLG.24'-0" CLG.STEPPED CLG.24'-0" CLG.22'-6" CLG.STEPPEDCLG.SEE SECOND FLOOR FORCLG. DETAIL12'-0" CLG.15'-2"9'-0"9'-0"2'-8"6'-0"LAV.W.C.SHOWER302-3030TEMP. GL.ENCLOSURETEMP. GL.ENCLOSURER & SR & SR & SR & SW/DSTACKABLER & S2-303030LAV.LAV.FREESTANDINGTUBW.C.LAV.W.C.SHOWERTEMP. GL.ENCLOSURECOUNTERTOP @ 36"HT. w/ CABINETSABV.LINE OF FLOOR ABV.R & SR & SR & SELEVATOR30302-2030CABINETDOORR & SR & SR & SLAV.LAV.W.C.W.C.SHOWERTEMP. GL.ENCLOSURE302-303030305 SH.5 SH.5 SH.REF.LAV.W.C.30302-20R & SKNEESPACECOUNTERTOP@ 36" HT.REF.COUNTERTOP @ 36"HT. w/ CABINETSABV.COUNTERTOP @ 36"HT. w/ CABINETSABV.303030M.T.M.T.WASHER DRYERSINKCOUNTERTOP@ 36" HT. w/CABINETS ABV.COUNTERTOP@ 36" HT. w/CABINETS ABV.1'-5"17'-2"1'-5"8"8"13'-8"8"8"COUNTERTOP @ 36"HT. w/ CABINETSABV.GASCOOKTOP w/HOOD ABV.DBL. SINKw/DISPOSALD.W.ISLAND @ 36"HT.WET WALLD.W.12'-0" x 10'-0" S.G.D.LAV.W.C.SHOWERTEMP. GL.ENCLOSURECOUNTERTOP@ 36" HT. w/CABINETSABV.2-202-20302-2030M.T.30M.T.COUNTERTOP@ 36" HT. w/CABINETSABV.12'-0" CLG.NICHENICHENICHENICHE3030 PKT.A/CCOMP.A/CCOMP.A/CCOMP.A/CCOMP.LINE OF FLOOR ABV.LINE OF FLOOR ABV.LINE OF FLOOR ABV.R & S18'-0" X 8'-0" O.H. GAR.DR.10'-0" X 8'-0" O.H. GAR.DR.ISLAND @ 36"SLOPE1" IN 10'M.T.11'-0"CLG.11'-6"CLG.12'-0"CLG.11'-6"CLG.12'-0"CLG.12'-0" CLG.12'-0" CLG. 12'-0" CLG.COUNTERTOP @ 36"HT. w/ CABINETSABV.ISLAND @ 36"HT.CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL3'-2"2'-10"CL3'-2"20'-10"8"3050 CASMENT 3050 CASMENTEGRESSKNEEWALL@ 42"2020 FG W/HALF RNDABV.6060 F.G.6060 F.G.3090 F.G. W/ARCH TOP3090 F.G. W/ARCH TOP2-3'-0" X 10'-0" DR3050 CASMENT 3050 CASMENTEGRESS3080 FR. DR.6020 F.G.6020 F.G.3050 CASMENTTEMP.3050 CASMENTEGRESS12'-0" CLG.12'-0" CLG.M.T.2020 FG W/HALF RNDABV.2020 FG W/HALF RNDABV.3050 CASMENT3050 CASMENTEGRESSTEMP.3040 F.G.3040 F.G.3050 F.G.3080 FR. DR.2020 F.G. 2020 F.G. 2020 F.G.10'-0" X 8'-0" O.H. GAR.DR.3050 CASMENTEGRESS3050 CASMHDR @ 10'-0"HDR @ 10'-0"HDR @ 10'-0"HDR @ 10'-0"HDR @ 10'-0"12'-0"CLG.12'-6"CLG.13'-0"CLG.12'-0"CLG.12'-6"CLG.13'-0"CLG.HDR @ 10'-0"HDR @ 10'-0"HDR @ 10'-0"HDR @ 10'-0"ISLAND @ 36"HT.11'-0"CLG.12'-0"CLG.11'-0"CLG.12'-0"CLG.LINE OF FLOOR ABV.11'-0"CLG.12'-0"CLG.12'-0"CLG.13'-0"CLG.12'-0"CLG.12'-6"CLG.13'-0"CLG.16'-0" X6080 F.G.3080 FR. DR.M.T.3080 FR. DR.M.T.3080 FR.DR.M.T.M.T.2-3'-0" X 10'-0" FR.DR. W/ 3'-0" X10'-0" SIDE LITESEA. SIDE3'-0" X 10'-0"FR. DR.M.T.3680 F.G.3680 F.G. 6080 F.G.5050 F.G.5050 F.G.2-2680 FR DREGRESS2020 F.G.HDR @ 10'-0"SLOPE1" IN 10'SLOPE1" IN 10'SLOPE1" IN 10'1" IN 10'SLOPE1" IN 10'SLOPE1" IN 10'SLOPE1" IN 10'SLOPE1" IN 10'H.V.A.C. H.V.A.C.H.V.A.C.DRAIN PAN ASREQUIRED-1"SLOPE1" IN 10'SLOPE1" IN 10'STEPS TOGRADE ASREQUIREDFLOORSLOPE TODRAINNICHE20R @ 7 1/2"20R @ 7 1/2"LINE OF FLOOR ABV.36" CONTINUOUSHANDRAIL36" CONTINUOUSHANDRAILLANDINGLANDING3'-11 5/8"12'-4"12'-4"8'-4 9/16"7'-10 7/8"8'-4 9/16"CLCLBA-06BA-06AA-06AA-06CA-06SINKGRILL W/HOOD ABV.U.C.REF.H.B.H.B.H.B.40 GATE8'-0"13'-4"4'-6" CMU LOW WALL12'-0" CLG.12'-0"CLG.13'-0"CLG.19'-4"7'-0"5'-0"4'-10"23'-4"5'-0"H.B.H.B.H.B.H.B.H.B.SLOPE1" IN 10'CONC. SLAB30 GATE4'-6" CMU LOW WALL6'-0"8"8'-8"FLOOR OUTLETFIELDLOCATED PEROWNER /BUILDERFLOOR OUTLETFIELDLOCATED PEROWNER /BUILDER12'-0" CLG.EA-07EA-07DA-06DA-06COUNTERTOP@ 36" HT. w/CABINETSABV.16'-0" NOMINAL OPVARY PER MANNEEDED FOR LARGMFG2'-4"2'-4"2'-4"2'-4"2'-4"2'-4"28" SQ. CMU BASE W/18" RND CONC. COL.ABV. (SEEELEVATION)TYP. AT FROMCOLUMNS4'-3"SHOWERBENCH 15"DEEP 20.5" HT.FIRE DRAFTSTOPPING ATMID. LEVELAS REQUIREDPER CODEFIRE DRAFTSTOPPING AT MID.LEVEL AS REQUIREDPER CODE11'-0"CLG.12'-0"CLG.210'-5"16'-8"10'-0"25'-4"148'-8"6'-0"15'-4"6'-8"13'-0"28'-0"13'-8"6'-0"13'-4"9'-4"15'-4"12'-0"10'-0"2'-5"210'-5"12'-0"14'-0"40'-8"17'-4"6'-0"6'-0"15'-9"36'-8"28'-8"-8.5"-16"3'-0"11"7'-0"11"R6'-4 1/2"R7'-4 1/2"R8'-4 1/2"Area Tabulationssf1st floor:Living:22,3597,8792- INDICATES NUMBER OF DOORS.2- INDICATES NUMBER OF WINDOWS.MT - METAL THRESHOLDFR - FRENCH DOORSSL - SIDE LIGHTFG - FIXED GLASSTR - TRANSOMGB - GLASS BLOCKPKT - POCKET DOOROBS - OBSCURED GLASSTEMP - TEMPERED GLASSSH - SINGLE HUNGDH - DOUBLE HUNGHR - HORIZONTAL ROLLERBP - BYPASSBF - BIFOLDTYP. - TYPICAL•SPECIALTY WINDOWS/DOORS, FIXED GLASSWINDOWS, AND TRANSOMS ARE NOTED ONPLANS.1. GARAGE DOOR TO BE CERTIFIED BY MFR.WIND-BORNE DEBRIS AREA.2. ALL TUB & SHOWER UNITS WILL HAVEANTI-SCALDING DEVICES INSTALLED.3. ALL DOORS TO BE 8'-0" TALL U.N.O. OR PERBUILDER / CLIENT.4. ALL BATHROOM VANITIES SHALL BE 36" HEIGHT,U.N.O5. SAG RESISTANT DRYWALL ON ALL CEILINGS.6. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVEAN UNINTERRUPTED LENGTH OF 12'-0" ORMORE SHALL BE CONSIDERED SHEAR WALLSWS = SHEAR WALL SEGMENTS7. FRAME WALL SEGMENTS WHICH HAVE ANUNINTERRUPTED LENGTH OF12'-0" OR MORESHALL BE CONSIDERED SHEAR WALL SWS =SHEAR WALL SEGMENTS•OPENING BETWEEN GARAGE AND RESIDENCESHALL BE EQUIPPED WITH A 20 MIN. FIRERATED SOLID WOOD OR HONEYCOMB CORESTEEL DOOR NOT LESS THAN 1 3/8" THICKNESSAS PER FBC-R302.5.1.•1/2" GYPSUM BOARD APPLIED TO THE GARAGESIDE OF WALL TO UNDERSIDE OF DECKING.•5/8" TYPE X DRYWALL ON CEILING BELOW ANYHABITABLE SPACE•1/2" GYPSUM BOARD APPLIED TO ACCESSIBLEAREA UNDER STAIR SURFACE AND SIDES.•FINK TRUSS LIGHT WEIGHT STORAGE SYSTEMw/ PLYWOOD FLOOR DECKINGFIRST FLOORDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.Total Area: sfFirst FloorSCALE: 1/4" = 1'-0"2nd floor:3,050guest suite:2,011sfsfsport court:4,832sfsfTotal Living:sf17,772sfgarage: sfsfentry:sfcovered porch: sfsf2602,4491,355balcony: sfsf479porch: sfsf44A-01.1Revised 5-4-2020Dropped 3-car garage floor height,added landing and steps.Added stair info.
35'-4"55'-4"2'-0"16'-2"2'-0"16'-2"1'-0"33'-4"28'-0"38'-0"28'-8"9'-4"15'-6"2'-4"9'-6"8"9'-6"11'-2"8"13'-8"10'-0"5'-0"3'-8"5'-8"10'-8"9'-4"31'-0"17'-0"8"18'-0"8"5'-0"8"10'-4"8'-4"8"54'-0"37'-4"28'-8"8"1'-8"5'-0"8"6'-0"8"4'-8"8"6"5'-6"6'-8"5'-4"6"6'-6"5'-4"10'-8"6"16'-8"1'-8"9'-6""7'-10"6"13'-4"6'-10"6"8'-0"5'-8"8"21'-4"8"4'-0"2'-4"8'-4"3'-4"16'-0"5'-6"12'-6"8"18'-0"7'-6"5'-6"5'-0"5'-0"2'-6"15'-4"8"86'-0"8"58'-6"19'-2"8'-4"148'-8"13'-4"33'-4"10'-0"87'-4"4'-8"13'-8"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-8"12'-8"10'-0"10'-0"10'-0"12'-8"98'-8"12'-8"10'-0"10'-0"10'-0"28'-5"5'-4"6'-5"12'-8"STEPPED CLG.STEPPED CLG.STEPPED CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.12'-0" CLG.21'-4" CLG.12'-0" CLG.R & SR & SR & SR & SR & SR & SCOUNTERTOP@ 36" HT. w/CABINETSABV.TOPw/30302-205 SH.LAV.W.C.SHOWERTEMP. GL.ENCLOSURETEMP. GL.ENCLOSURESHOWERLAV.W.C.REF.R & S2-30M.T.M.T.303030TEMP. GL.ENCLOSURESHOWERSEAT30NICHECLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL50KGENERATORBY OTHERSSMENT3050 CASMENT 2020 F.G. 4050 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.2-3080 FR DRM.T.5 SH.5 SH.HDR @ 10'-0"HDR @ 10'-0"HDR @ 10'-0"HDR @ 10'-0"HDR @ 10'-0"ISLAND @ 36"HT.12'-0"CLG.13'-0"CLG.12'-0"CLG.12'-6"CLG.13'-0"CLG.3050 CASMENTEGRESS16'-0" X 10'-0" SGD6080 F.G.SLOPE1" IN 10'H.V.A.C. H.V.A.C.H.V.A.C.DRAIN PAN ASREQUIRED2'-0"7'-8"1'-0"7'-8"1'-0"7'-8"3'-0"0"10'-8"6'-8"8"POOL EQUIPMENTSLAB ASREQUIRED4'-0" CMU LOW WALLH.B.H.B.H.B.12'-0"CLG.13'-0"CLG.1'-4"3'-4"1'-4"H.B.CLG. AT SHOWER TO BE10'-0" TO ACCOMMODATESTEAM SHOWERFA-07FA-07302-20COUNTERTOP@ 36" HT. w/CABINETSABV.16'-0" NOMINAL OPENING. ROUGH OPENINGS MAYVARY PER MANUFACTURER. 1 1/2" RECESSNEEDED FOR LARGER DOOR APPLICATIONS (SEEMFG. SPECIFICATIONS)A/CCOMP.A/CCOMP.A/CCOMP.A/CCOMP.35'-4"55'-4"148'-8"13'-4"33'-4"10'-0"87'-4"4'-8"98'-8"2- INDICATES NUMBER OF DOORS.2- INDICATES NUMBER OF WINDOWS.MT - METAL THRESHOLDFR - FRENCH DOORSSL - SIDE LIGHTFG - FIXED GLASSTR - TRANSOMGB - GLASS BLOCKPKT - POCKET DOOROBS - OBSCURED GLASSTEMP - TEMPERED GLASSSH - SINGLE HUNGDH - DOUBLE HUNGHR - HORIZONTAL ROLLERBP - BYPASSBF - BIFOLDTYP. - TYPICAL•SPECIALTY WINDOWS/DOORS, FIXED GLASSWINDOWS, AND TRANSOMS ARE NOTED ONPLANS.1. GARAGE DOOR TO BE CERTIFIED BY MFR.WIND-BORNE DEBRIS AREA.2. ALL TUB & SHOWER UNITS WILL HAVEANTI-SCALDING DEVICES INSTALLED.3. ALL DOORS TO BE 8'-0" TALL U.N.O. OR PERBUILDER / CLIENT.4. ALL BATHROOM VANITIES SHALL BE 36" HEIGHT,U.N.O5. SAG RESISTANT DRYWALL ON ALL CEILINGS.6. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVEAN UNINTERRUPTED LENGTH OF 12'-0" ORMORE SHALL BE CONSIDERED SHEAR WALLSWS = SHEAR WALL SEGMENTS7. FRAME WALL SEGMENTS WHICH HAVE ANUNINTERRUPTED LENGTH OF12'-0" OR MORESHALL BE CONSIDERED SHEAR WALL SWS =SHEAR WALL SEGMENTS•OPENING BETWEEN GARAGE AND RESIDENCESHALL BE EQUIPPED WITH A 20 MIN. FIRE RATEDSOLID WOOD OR HONEYCOMB CORE STEELDOOR NOT LESS THAN 1 3/8" THICKNESS AS PERFBC-R302.5.1.•1/2" GYPSUM BOARD APPLIED TO THE GARAGESIDE OF WALL TO UNDERSIDE OF DECKING.•5/8" TYPE X DRYWALL ON CEILING BELOW ANYHABITABLE SPACE•1/2" GYPSUM BOARD APPLIED TO ACCESSIBLEAREA UNDER STAIR SURFACE AND SIDES.•FINK TRUSS LIGHT WEIGHT STORAGE SYSTEM w/PLYWOOD FLOOR DECKINGFIRST FLOORDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.First FloorSCALE: 1/4" = 1'-0"A-01.2
20'-0" CLG.148'-8"8'-8"4'-8"56'-8"87'-4"10'-0"13'-4"10'-0"58'-0"1'-4"10'-8"1'-4"199'-4"10'-8"3'-0"2'-0"11'-8"4'-8"18'-8"4'-8"18'-0"10'-0"60'-8"55'-4"148'-8"8'-8"4'-8"3'-6"7'-0"3'-8"14'-6"26'-0"14'-8"6'-0"16'-0"44'-0"210'-5"11'-1"10'-8"2'-8"42'-0"18'-0"10'-0"60'-8"55'-4"87'-4"58'-8"28'-8"STEPPED CLG.STEPPED CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.STEPPED CLG.STEPPED CLG.STEPPED CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.11'-0"CLG.11-6"CLG.12'-0"CLG.11'-0"CLG.11-6"CLG.4'-8"44'-0"10'-0"CLG.10'-6"CLG.11'-0"CLG.10'-0"CLG.10'-6"CLG.10'-0"CLG.10'-6"CLG.10'-0" CLG.OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW24'-0"CLG.25'-0"CLG.24'-0"CLG.24'-6"CLG.25'-0"CLG.STEPPED CLG.25'-6"CLG.24'-0"CLG.25'-0"CLG.STEPPED CLG.BA-06BA-06AA-06AA-0610'-0"CLG.10-6"CLG.10'-0" CLG.EA-07EA-07FA-07FA-07DA-06DA-06SECOND FLOORDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.Overall Second FloorSCALE: 1/8" = 1'-0"2- INDICATES NUMBER OF DOORS.2- INDICATES NUMBER OF WINDOWS.MT - METAL THRESHOLDFR - FRENCH DOORSSL - SIDE LIGHTFG - FIXED GLASSTR - TRANSOMGB - GLASS BLOCKPKT - POCKET DOOROBS - OBSCURED GLASSTEMP - TEMPERED GLASSSH - SINGLE HUNGDH - DOUBLE HUNGHR - HORIZONTAL ROLLERBP - BYPASSBF - BIFOLDTYP. - TYPICAL•SPECIALTY WINDOWS/DOORS, FIXED GLASSWINDOWS, AND TRANSOMS ARE NOTED ONPLANS.1. GARAGE DOOR TO BE CERTIFIED BY MFR.WIND-BORNE DEBRIS AREA.2. ALL TUB & SHOWER UNITS WILL HAVEANTI-SCALDING DEVICES INSTALLED.3. ALL DOORS TO BE 8'-0" TALL U.N.O. OR PERBUILDER / CLIENT.4. ALL BATHROOM VANITIES SHALL BE 36" HEIGHT,U.N.O5. SAG RESISTANT DRYWALL ON ALL CEILINGS.6. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVEAN UNINTERRUPTED LENGTH OF 12'-0" ORMORE SHALL BE CONSIDERED SHEAR WALLSWS = SHEAR WALL SEGMENTS7. FRAME WALL SEGMENTS WHICH HAVE ANUNINTERRUPTED LENGTH OF12'-0" OR MORESHALL BE CONSIDERED SHEAR WALL SWS =SHEAR WALL SEGMENTS•OPENING BETWEEN GARAGE AND RESIDENCESHALL BE EQUIPPED WITH A 20 MIN. FIRE RATEDSOLID WOOD OR HONEYCOMB CORE STEELDOOR NOT LESS THAN 1 3/8" THICKNESS AS PERFBC-R302.5.1.•1/2" GYPSUM BOARD APPLIED TO THE GARAGESIDE OF WALL TO UNDERSIDE OF DECKING.•5/8" TYPE X DRYWALL ON CEILING BELOW ANYHABITABLE SPACE•1/2" GYPSUM BOARD APPLIED TO ACCESSIBLEAREA UNDER STAIR SURFACE AND SIDES.•FINK TRUSS LIGHT WEIGHT STORAGE SYSTEM w/PLYWOOD FLOOR DECKINGA-02
TEMP. GL.ENCLOSUREW.C.8'-8"4'-8"10'-0"13'-4"10'-0"58'-0"1'-4"10'-8"1'-4"199'-4"10'-8"3'-0"2'-0"11'-8"4'-8"18'-8"4'-8"18'-0"10'-0"60'-8"148'-8"8'-8"4'-8"3'-6"7'-0"3'-8"14'-6"26'-0"14'-8"6'-0"16'-0"44'-0"210'-5"11'-1"10'-8"2'-8"42'-0"18'-0"10'-0"60'-8"3'-6"3'-6"7'-10"6'-8"3'-10"9'-2"9'-2"3'-10"6'-8"8'-0"3'-0"3'-0"4'-0"8'-0"4'-0"5'-0"2'-4"5'-0"2'-0"65'-4"2'-2"7'-5"6'-1"6'-1"13'-7"10'-6"19'-6"16'-8"5'-8"7'-4"15'-0"5'-8"7'-4"5'-8"7'-4"5'-8"7'-4"3'-8"3'-8"EQ.EQ.5050 F.G.15'-0"6"17'-8"6"4'-0"3'-4"7'-4"16'-8"1'-4"STEPPED CLG.STEPPED CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.STEPPED CLG.STEPPED CLG.STEPPED CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.9'-1"7'-11"5'-8"6"5'-6"6"14'-4"6"11'-8"6'-4"5'-4"5'-6"6"5'-6"8"4'-4"1'-0"15'-2"6'-4"6"18'-0"11'-6"7'-0"18'-8"4'-4"1'-0"1'-0"2'-0"1'-0"9'-2"1'-0"2'-0"11'-10"6'-4"6"11'-8"1'-2"7'-8"16'-0"2'-0"5'-4"11'-6"8"37'-0"1'-0"15'-2"6'-4"10'-0"4'-4"2'-4"1'-0"1'-0"1'-0"8"10'-8"8"1'-0"12'-0"2'-0"11'-2"2'-0"8"15'-0"2'-0"6'-4"2'-0"18'-0"8"13'-10"8'-4"6'-4"7'-1"4'-4"5'-7"5'-8"6'-2"14'-8"15'-4"3'-4"2'-0"2'-0"9'-8"2'-0"2'-0"2'-0"2'-0"3'-0"11'-0"CLG.11-6"CLG.12'-0"CLG.11'-0"CLG.11-6"CLG.3'-0"4'-8"5'-8"2'-0"6'-0"6'-4"8"10'-4"15'-4"3'-6"10'-0"3'-6"8"6"4'-0"6"8"8"5'-0"1'-0"6'-8"1'-0"5'-0"8"14'-0"1'-0"6'-2"15'-4"6"15'-0"10'-8"9'-10"5'-6"2'-0"11'-0"2'-0"2'-0"11'-0"2'-0"2'-0"1'-0"4'-4"1'-0"2'-0"2'-0"11'-0"2'-0"3'-0"3'-0"44'-0"10'-0"CLG.10'-6"CLG.11'-0"CLG.10'-0"CLG.10'-6"CLG.10'-0"CLG.10'-6"CLG.7'-0"6'-9"5'-2"6'-9"24'-7"8"2'-5"6'-4"2'-0"18'-0"10'-0" CLG.SLOPE1" IN 10'SLOPE1" IN 10'W.C.BIDETURINAL30 PKTSTACKABLEW/DR & SR & SR & SR & S30 PKTWINDOWSEAT @ 24"R & SR & SR & SR & SR & SR & SR & SR & SKNEESPACE5 SH.30H.V.A.C.H.V.A.C.DRAIN PANASREQUIREDELEVATOR2-2030TEMP. GL.ENCLOSURETEMP. GL.ENCLOSURE30302-202-202-20M.T.M.T.5050 F.G.M.T.2-2680 FR DRSHOWERSHOWERSEAT @ 24"A.F.F.WETWALL3080 FR DR3080 FR DRFREESTANDINGTUPOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWR & SR & SR & SR & SKNEESPACE30LAV.LAV.KNEESPACE42" RAILINGSYSTEM42" RAILINGSYSTEM42" RAILINGSYSTEM42" RAILINGSYSTEM24'-0"CLG.25'-0"CLG.2'-0"10'-0"2'-0"2'-0"2'-0"W.C.LAV.LAV.W.C.SHOWERSHOWERTEMP. GL.ENCLOSURETEMP. GL.ENCLOSURE303030303016'-0 1/2"12'-4"12'-4"3050 CASMENTEGRESS3050 CASMENT3050 CASMENTEGRESSNICHENICHE NICHENICHE36"CONTINUOUSHANDRAIL36"CONTINUOUSHANDRAIL2020 FG W/HALF RNDABV.6060 FG W/HALF RND6060 FG W/HALF RNDSEE FIRSTFLOOR FORWINDOW CALLOUTSEE FIRSTFLOOR FORWINDOW CALLOUT6046 F.G. W/60 HALF RNDABV.2020 FG W/20 HALFRND ABV.5'-4"5'-4"2040 FG W/20 HALFRND ABV.5'-4"5'-4"2040 FG W/20 HALFRND ABV.3050 F.G.5050 F.G.EQ.EGRESS42" RAILING SYSTEM42" RAILING SYSTEM42" RAILING SYSTEM42" LOW WALL SLOPING W/ROOF MIN 6" ABV. ROOFSLOPE10'-8"6'-0"1'-4"1'-0"1'-0"42" RAILING SYSTEM42" RAILING SYSTEM3660 F.G.6060 F.G.3-3050 F.G.24'-0"CLG. 24'-6"CLG.25'-0"CLG.STEPPED CLG.25'-6"CLG.24'-0"CLG.25'-0"CLG.1'-4"18'-0"1'-4"18'-0"1'-0"20 R @ 7 1/2"2 0 R @ 7 1 /2 "DN.D N .42" RAILINGSYSTEMSTEPPED CLG.42" RAILINGSYSTEMBA-06BA-06AA-06AA-063660 F.G.U.C.REF.MORNING BAR33'-4"18'-0"2'-0"8'-0"10'-0"CLG.10-6"CLG.10'-0" CLG.EA-07EA-07DA-06DA-062- INDICATES NUMBER OF DOORS.2- INDICATES NUMBER OF WINDOWS.MT - METAL THRESHOLDFR - FRENCH DOORSSL - SIDE LIGHTFG - FIXED GLASSTR - TRANSOMGB - GLASS BLOCKPKT - POCKET DOOROBS - OBSCURED GLASSTEMP - TEMPERED GLASSSH - SINGLE HUNGDH - DOUBLE HUNGHR - HORIZONTAL ROLLERBP - BYPASSBF - BIFOLDTYP. - TYPICAL•SPECIALTY WINDOWS/DOORS, FIXED GLASSWINDOWS, AND TRANSOMS ARE NOTED ONPLANS.1. GARAGE DOOR TO BE CERTIFIED BY MFR.WIND-BORNE DEBRIS AREA.2. ALL TUB & SHOWER UNITS WILL HAVEANTI-SCALDING DEVICES INSTALLED.3. ALL DOORS TO BE 8'-0" TALL U.N.O. OR PERBUILDER / CLIENT.4. ALL BATHROOM VANITIES SHALL BE 36" HEIGHT,U.N.O5. SAG RESISTANT DRYWALL ON ALL CEILINGS.6. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVEAN UNINTERRUPTED LENGTH OF 12'-0" ORMORE SHALL BE CONSIDERED SHEAR WALLSWS = SHEAR WALL SEGMENTS7. FRAME WALL SEGMENTS WHICH HAVE ANUNINTERRUPTED LENGTH OF12'-0" OR MORESHALL BE CONSIDERED SHEAR WALL SWS =SHEAR WALL SEGMENTS•OPENING BETWEEN GARAGE AND RESIDENCESHALL BE EQUIPPED WITH A 20 MIN. FIRE RATEDSOLID WOOD OR HONEYCOMB CORE STEELDOOR NOT LESS THAN 1 3/8" THICKNESS AS PERFBC-R302.5.1.•1/2" GYPSUM BOARD APPLIED TO THE GARAGESIDE OF WALL TO UNDERSIDE OF DECKING.•5/8" TYPE X DRYWALL ON CEILING BELOW ANYHABITABLE SPACE•1/2" GYPSUM BOARD APPLIED TO ACCESSIBLEAREA UNDER STAIR SURFACE AND SIDES.•FINK TRUSS LIGHT WEIGHT STORAGE SYSTEM w/PLYWOOD FLOOR DECKINGSECOND FLOORDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.Second FloorSCALE: 1/4" = 1'-0"A-02.1
20'-0" CLG.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.3030 F.G.148'-8"56'-8"87'-4"199'-4"60'-8"55'-4"60'-8"55'-4"13'-8"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-8"12'-8"10'-0"10'-0"10'-0"12'-8"12'-8"10'-0"10'-0"10'-0"12'-8"87'-4"58'-8"28'-8"13'-8"10'-0"10'-0"53'-8"4'-8"3030 F.G.FA-07FA-072- INDICATES NUMBER OF DOORS.2- INDICATES NUMBER OF WINDOWS.MT - METAL THRESHOLDFR - FRENCH DOORSSL - SIDE LIGHTFG - FIXED GLASSTR - TRANSOMGB - GLASS BLOCKPKT - POCKET DOOROBS - OBSCURED GLASSTEMP - TEMPERED GLASSSH - SINGLE HUNGDH - DOUBLE HUNGHR - HORIZONTAL ROLLERBP - BYPASSBF - BIFOLDTYP. - TYPICAL•SPECIALTY WINDOWS/DOORS, FIXED GLASSWINDOWS, AND TRANSOMS ARE NOTED ONPLANS.1. GARAGE DOOR TO BE CERTIFIED BY MFR.WIND-BORNE DEBRIS AREA.2. ALL TUB & SHOWER UNITS WILL HAVEANTI-SCALDING DEVICES INSTALLED.3. ALL DOORS TO BE 8'-0" TALL U.N.O. OR PERBUILDER / CLIENT.4. ALL BATHROOM VANITIES SHALL BE 36" HEIGHT,U.N.O5. SAG RESISTANT DRYWALL ON ALL CEILINGS.6. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVEAN UNINTERRUPTED LENGTH OF 12'-0" ORMORE SHALL BE CONSIDERED SHEAR WALLSWS = SHEAR WALL SEGMENTS7. FRAME WALL SEGMENTS WHICH HAVE ANUNINTERRUPTED LENGTH OF12'-0" OR MORESHALL BE CONSIDERED SHEAR WALL SWS =SHEAR WALL SEGMENTS•OPENING BETWEEN GARAGE AND RESIDENCESHALL BE EQUIPPED WITH A 20 MIN. FIRE RATEDSOLID WOOD OR HONEYCOMB CORE STEELDOOR NOT LESS THAN 1 3/8" THICKNESS AS PERFBC-R302.5.1.•1/2" GYPSUM BOARD APPLIED TO THE GARAGESIDE OF WALL TO UNDERSIDE OF DECKING.•5/8" TYPE X DRYWALL ON CEILING BELOW ANYHABITABLE SPACE•1/2" GYPSUM BOARD APPLIED TO ACCESSIBLEAREA UNDER STAIR SURFACE AND SIDES.•FINK TRUSS LIGHT WEIGHT STORAGE SYSTEM w/PLYWOOD FLOOR DECKINGSECOND FLOORDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.Second FloorSCALE: 1/4" = 1'-0"A-02.2
210'-5"16'-8"36'-8"28'-8"10'-0"25'-4"35'-4"55'-4"9'-4"1'-0"6'-4"7'-8"2'-0"16'-0"2'-0"148'-8"6'-0"15'-4"6'-8"13'-0"28'-0"13'-8"6'-0"13'-4"9'-4"15'-4"12'-0"10'-0"2'-8"16'-8"14'-0"26'-0"14'-8"2'-0"10'-8"10'-8"11'-1"2'-5"10'-0"13'-4"10'-0"33'-4"28'-0"38'-0"28'-8"9'-4"10'-8"27'-2"6'-0"37'-4"31'-4"148'-8"13'-4"33'-4"10'-0"87'-4"4'-8"35'-2"210'-5"98'-8"1'-0"10'-0"1'-0"12'-0"14'-0"40'-8"17'-4"6'-0"6'-0"15'-9"42'-8"-5-1/2"-1"CL-5-1/2"-5-1/2"-5-1/2"-5-1/2"-5-1/2"-4"0'-0"+6"+12"+18"+12"+11"+5"-1"-12"-4"-4"-4"-4"-4"-4"-8.5"-16"DRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.SLAB PLANSlab PlanSCALE: 1/8" = 1'-0"A-03Revised 5-1-2020Dropped 3-car garage floor height,added landing and steps
4" THICK CONCRETE SLAB(3000#PSI) w/ FIBER MESH OR 6x610/10 WWM OVER 6MIL VAPORBARRIER OVER CLEAN COMPACTEDTERMITE TREATED SOILELEV. 0'-0" A.F.F.10'-0" X 8'-0" O.H. GAR.DR.10'-0" X 8'-0" O.H. GAR.DR.210'-5"16'-8"36'-8"28'-8"10'-0"25'-4"9'-4"1'-0"6'-4"1'-0"7'-8"2'-0"16'-0"2'-0"148'-8"6'-0"15'-4"6'-8"13'-0"28'-0"13'-8"6'-0"13'-4"9'-4"15'-4"12'-0"10'-0"2'-8"16'-8"14'-0"26'-0"14'-8"2'-0"10'-8"10'-8"9'-3"1'-10"1'-9"6'-2"12'-2"6'-2"1'-9"11'-1"9'-3"2'-5"42'-8"18'-10"2'-0"19'-1020'-8"13'-4"2'-0"5'-4"25'-8"5'-8"7'-4"10'-0"13'-4"10'-0"18'-0"8'-0"2'-0"27'-2"18'-2"2'-0"31'-4"18'-2"35'-2"2'-4"12'-0"3'-10"210'-5"10'-0"1'-0"12'-0"14'-0"40'-8"17'-4"6'-0"6'-0"15'-9"2'-8"10'-0"2'-8"18'-0"4'-2"3'-2"24'-0"15'-0"5'-8"7'-4"42'-8"2'-0"9'-4"2'-0"1'-0"4'-6"6"10'-8"2'-0"8'-8"5'-8"7'-4"5'-8"7'-4"7'-4"3'-8"3'-8"15'-2"9'-0"3'-2"21'-6"CLCLCLCLCL20'-0" x 8'-0" S.G.D.SLOPE1" IN 10'SLOPE1" IN 10'A/CCOMP.LAV.W.C.SHOWERW/DSTACKABLELAV.LAV.FREESTANDINGTUBW.C.LAV.W.C.SHOWERELEVATORLAV.LAV.W.C.W.C.SHOWERLAV.W.C.30 DRWASHER DRYERSINK12'-0" x 8'-0" S.G.D.LAV.W.C.SHOWER30 DR.A/CCOMP.A/CCOMP.A/CCOMP.A/CCOMP.SLOPE1" IN 10'3080 DR.3080 DR.10'-0" X 8'-0" O.H. G3080 DR.2-3080 FR. DR. W/ 3080SIDE LITES EA. SIDE30 DR.2-26 DRSLOPE1" IN 10'SLOPE1" IN 10'SLOPE1" IN 10'SLOPE1" IN 10'SLOPE1" IN 10'-1"SLOPE1" IN 10'SLOPE1" IN 10'STEPS TOGRADE ASREQUIREDFLOORSLOPE TODRAIN10'-7"14'-1"6'-0"10'-0"24'-8"3080 DR.7'-0"2'-0"4'-0"20'-0"2'-0"7'-4"REF.REF.INDUCTIONCOOKTOP w/HOOD ABV.DBL. SINKw/DISPOSALD.W.ISLAND @ 36" HT.D.W.SHOWERISLAND @ 36"HT.10'-9"7'-11"CL7'-4"3'-0"14'-10"6'-0"2'-6"3'-2"3'-2"CLCLCL23'-1"6'-6"21'-4"23'-8"4'-6"1'-6"CLCL44'-5"CL4'-5"3'-1"3'-2"1'-8"4'-0"6'-8"7'-2"3'-0"2'-8"4'-0"8'-6"32'-0"4'-3"6'-11"9'-11"3'-8"9'-7"3'-5"3'-5"17'-11"14'-10"12'-8"14'-4"39'-4"18'-0"CLCLCL8"5'-0"2'-2"3'-8"24'-10"4"3'-0"10'-5"CLCLCL25'-8"CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL8"11'-10"8"8'-0"8"11'-8"22'-8"7'-0"23'-6"1'-6"4" PVC PIPE FORELEC. @ ISLANDCL15'-6"7'-5"CL2-3'-0" X 10'-0" DR13'-0"13'-0"1'-10"3'-2"2'-10"CLCL8"6'-4"15'-0"8"3'-6"23'-10"5'-6"15'-4"17'-10"5'-6"4" PVC PIPEFOR ELEC. @ISLAND6'-0"2'-0"2'-8"32'-8"7'-4"CLCL2'-0"10'-112"2'-0"2'-0"10'-112"2'-0"5'-4"2'-0"10'-0"10'-8"1'-312"2'-912"3'-812"10'-5"3'-812"2'-912"1'-312"R6'-412"R7'-412"R8'-412"5'-712"3'-1112"7'-112"8"1'-3"7'-11"1'-3"8"7'-112"H.B.H.B.H.B.H.B.H.B.H.B.H.B.H.B.8'-0"13'-4"4'-6" CMU LOW WALLSLOPE1" IN 10'CONC. SLAB4'-6" CMU LOW WALL6'-0"8"8'-8"CONC. SLABFLOOR OUTLET FIELD LOCATEDPER OWNER / BUILDERFLOOR OUTLET FIELD LOCATEDPER OWNER / BUILDERISLAND @ 36"HT.20'-112"7'-412"2'-5"4" PVC PIPEFOR ELEC. @ISLAND-5-1/2"-5-1/2"-5-1/2"-5-1/2"-4"0'-0"+6"+12"+18"+12"+11"+5"-1"-12"-4"-4"-4"-4"-4"-4"-8.5"-16"3'-0"11"7'-0"11"SLAB PLANDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.Slab PlanSCALE: 1/4" = 1'-0"A-03.1Revised 5-1-2020Dropped 3-car garage floor height,added landing and steps
35'-4"55'-4"0"2'-0"16'-2"2'-0"16'-2"1'-0"33'-4"28'-0"38'-0"28'-8"9'-4"10'-8"56'-8"10'-0"6'-0"37'-4"3'-4"16'-0"2'-6"3'-6"3'-4"7'-4"2'-0"8'-8"2'-0"148'-8"13'-4"33'-4"10'-0"87'-4"4'-8"98'-8"1'-0"9'-0"18'-0"LAV.W.C.SHOWERSHOWERLAV.W.C.SHOWERSEAT GAR.DR.ISLAND @ 36"HT.16'-0" X 8'-0" SGD-5-1/2"SLOPEH.V.A.C. H.V.A.C.H.V.A.C.DRAIN PAN ASREQUIRED30 DR.2'-8"22'-0"11'-4"4'-8"30 DR."T.6'-11"7'-5"9'-1"18'-3"23'-2"3'-6"3'-4"1'-10"9'-6"8"CLCLCLCLCLCLCL5'-4"CL3'-0"CLCL21'-8"27'-8"CLCL17'-6"4" PVC PIPEFOR ELEC. @ISLAND13'-6"CL11'-10"3'-6"17'-6"5'-8"7'-6"18'-8"7'-8"3'-0"28'-6"6'-6"28'-0"31'-0"4'-0"5'-6"4" THICK CONCRETE SLAB(3000#PSI) w/ FIBER MESH OR 6x610/10 WWM OVER 6MIL VAPORBARRIER OVER CLEAN COMPACTEDTERMITE TREATED SOILELEV. 0'-0"A.F.F.REF.H.B.H.B.H.B.POOL EQUIPMENTSLAB ASREQUIRED4'-0" CMU LOW WALL10'-8"6'-8"8"50KGENERATORBY OTHERSH.B.-5-1/2"SLAB PLANDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.Slab PlanSCALE: 1/4" = 1'-0"A-03.2
16" DEC. CORBEL (TYP.)5" PRECAST SILL51235'-2 3/4"12'-0"2'-0"6'-0"17'-6"19'-6 3/4"512512512CONCRETE TILE ROOF INSTALLED AS PERMANUFACTURER'S SPECIFICATIONS.4'-6"6'-0"2'-0"3'-0"3'-0"18'-6"4'-8"10'-10 3/4"5'-4"4'-8"10'-10 3/4"2'-4"10'-0"2'-0 3/4"7'-6"8'-6"1'-4"8" PRECAST SILLW/ 8" TRIM BELOW6" PRECAST TRIM6" DECORATIVEPRECAST TRIM2" DEC. TRIM(TYP.)1'-8"O.H.1'-8"O.H.1'-8"O.H.3'-0"Lowest adjacent grade"LAG" el 26.1 at maingarage door apron.All other lowest adjacentgrade is higher (26.6-27.1)FFE el 27.67'-0"1'-0"
7'-0"1'-0"
7'-0"1'-0"412512512512412512CONCRETE TILE ROOF INSTALLED AS PERMANUFACTURER'S SPECIFICATIONS.CONCRETE TILE ROOF IMANUFACTURER'S S17'-0 3/4"3'-10 1/2"CMU PRIVACY WALL1'-8"O.H.512512 INSTALLED AS PERSPECIFICATIONS.4" DEC. TRIM(TYP.)1'-8"O.H.34'-2 3/4"5'-2"10'-10 3/4"2'-4"3"8"1'-0"3'-8"6"8"1'-11"10"1'-6"1'-0"12" DECORATIVEPRECAST TRIM6" DECORATIVEPRECAST TRIM2'-0"1'-0"PRECAST BASEPRECAST CAP.28" SQ. CMU BASE18" RND CMU COL.7'-10 3/4"3" DECORATIVEPRECAST TRIM2" DECORATIVEPRECAST TRIMPRE-CAST CLAM SHELLCOLUMN, CAPITAL AND BASEOVER TUBE STEEL COLUMNON CMU BASE. COLUMNSAND HALF COLUMNS TOHAVE ENTASIS.5/8" PLYWOOD ROOF SHEATHINGPRE-ENGINEERED TRUSSESALUMINUM FASCIAOVER 2X8 SYP W/ 1X2DRIP EDGE ANDALUMINUM FASCIAALUMINUM DRIP1X4 CONTINUOUSHORIZONTAL SOFFITREINFORCING5/8" VINYL SOFFIT NAILEDEACH PANEL ON 2X8FASCIA AND 1X4HORIZONTAL REINFORCINGALUMINUM J CHANNELATTACHED TO 1X4 ANDWALL1X2 P.T. SUPPORTATTACHED TOTRUSSESEXTERIOR WALLPER PLANDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.ELEVATIONSRight ElevationSCALE: 1/4" = 1'-0"Front ElevationSCALE: 1/4" = 1'-0"Soffit DetailSCALE: 1/2" = 1'-0"Column DetailSCALE: 1/2" = 1'-0"MATCH LINE 'Z'MATCH LINE 'Z'A-04added LAD el note 4-22-2020
51251251210'-0"2'-0"CONCRETE TILE ROOF INSTALLED AS PERMANUFACTURER'S SPECIFICATIONS.2" DEC. TRIM(TYP.)2" DEC. TRIM(TYP.)42" RAILING SYSTEM42" RAILING SYSTEM42" RAILING SYSTEMCMUPRIVACYWALL1'-8"O.H.1'-8"O.H.1'-8"O.H.51251251251217'-0 3/4"3'-10 1/2"8'-6"1'-4"CONCRETE TILE ROOF INSTALLED AS PERMANUFACTURER'S SPECIFICATIONS.42" RAILING SYSTEM42" RAILING SYSTEMCMUPRIVACYWALL1'-8"O.H.5125122" DEC. TRIM(TYP.)4" DEC. TRIM(TYP.)1'-8"O.H.DRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.ELEVATIONSRear ElevationSCALE: 1/4" = 1'-0"Left ElevationSCALE: 1/4" = 1'-0"MATCH LINE 'Y'MATCH LINE 'Y'A-05
51251217'-0 3/4"3'-10 1/2"3'-10 1/4"24'-0 3/4"PRE-ENGINEERED TRUSSES(SEE TRUSS LAYOUT)PRE-ENGINEERED TRUSSES(SEE TRUSS LAYOUT)RAILING @ 3'-0" ABOVELEADING EDGE OFTREADS (TYP.)(HANDRAIL AT BOTHSIDES OF STAIRS)LANDING 1" NOSING 6'-2 3/4"6'-4"12'-6 3/4"1'-6"10'-0"2'-0 3/4"7'-6"3'-0"FOUNDATION PERSTRUCTURAL PLANFOUNDATION PERSTRUCTURAL PLANFOUNDATION PERSTRUCTURAL PLANFOUNDATION PERSTRUCTURAL PLAN5'-8 1/2"3'-0"3'-0"8'-8"3'-0"3'-0"6"6"6"BEAM PERSTRUCTURALSBEAM PER STRUCTURALSBEAM PER STRUCTURALSBEAM PERSTRUCTURALS3 R @ 6"SEE ADDITIONAL STAIRDETAILS @ A-07PRE-ENGINEERED TRUSSES(SEE TRUSS LAYOUT)5125124:12412412512512CONCRETE TILE ROOF INSTALLED AS PERMANUFACTURER'S SPECIFICATIONS.2" DEC. TRIM(TYP.)42" RAILING SYSTEM42" RAILING SYSTEM 42" RAILING SYSTEMCMUPRIVACYWALL1'-0"12" STEPPED CLG1'-8"O.H.1'-8"O.H.1'-8"O.H.FOUNDATION PERSTRUCTURAL PLAN-6-6OPENING TO LIVING RM.19'-2"2'-10 3/4"OPENING TO LIVING RM.FOUNDATIONPERSTRUCTURAL5125125125121'-8"O.H.1'-8"O.H.1'-8"O.H.1" IN 10'SLOPE SLABPRE-ENGINEERED TRUSSES(SEE TRUSS LAYOUT)6"PRE-ENGINEERED FLOORTRUSSES (SEE TRUSS LAYOUT)PRE-ENGINEERED FLOORTRUSSES (SEE TRUSS LAYOUT)PRE-ENGINEERED TRUSSES(SEE TRUSS LAYOUT)FAMILY ROOM BEYONDFOUNDATION PERSTRUCTURALSTEPPED CLG. PERFLOOR PLANFREE STANDING TUB(PER BUILDER / OWNER)STEPPED CLG. PERFLOOR PLANSTEAM SHOWERSTEPPED CLG.PER FLOOR PLANPRE-ENGINEERED TRUSSES(SEE TRUSS LAYOUT)OWNERSSUITEBEYONDSTEPPED CLG. PERFLOOR PLANSTEPPED CLG. PERFLOOR PLANSTEPPED CLG. PERFLOOR PLANSTEPPED CLG. PERFLOOR PLANSHOWERDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.BUILDING SECTIONSNOTE: VENTING A CLOSED ATTIC SYSTEM TO BE USEDAN ICYNENE OR SIMM. PRODUCT AND MUST MEETOR EXCEED THE REQUIREMENTS OF THEFLORIDA BUILDING CODE.Building Section 'A'SCALE: 1/4" = 1'-0"Building Section 'B'SCALE: 1/4" = 1'-0"Interior Section 'C'SCALE: 1/4" = 1'-0"Building Section 'D'SCALE: 1/4" = 1'-0"A-06-1'-6"Revised 5-4-2020Dropped 3-car garage floor height.Added stair note
RIDGEFLAT DECK ROOFRIDGERIDGERIDGERIDGERIDGERIDGERIDGERIDGERIDGERIDGEVALLEY NOT A 45°VALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYHIPHIPHIPHIPHIPHIPRIDGEHIPHIPHIPHIPHIPHIPHIPVALLEYHIPHIPHIPHIPHIPHIPRIDGEVALLEYHIPHIPHIPHIPHIPHIPRIDGEHIPHIPHIPHIPVALLEYR.HIPHIPHIPHIPHIPHIPHIPHIPHIPVALLEYVALLEYHIPHIPHIPHIPH IPHIPHIPHIPHIPRIDGE CRICKET ASREQUIREDVALLEYHIPVALLEY NOT A 45°VALLEY NOT A 45°HIPHIPVALLEYRIDGEHIPVALLEYRIDGE1'-8"1'-8"1'-8"1'-8"O.H.O.H.1'-8"1'-8"O.H.O.H.1'-8"1'-8"O.H.O.H.1'-8"1'-8"O.H.O.H.EA-07FA-07512FOUNDATION PERSTRUCTURALPRE-ENGINEERED FLOORTRUSSES (SEE TRUSS LAYOUT)LEDGER PERSTRUCTURAL PLANSPRE-ENGINEERED TRUSSES(SEE TRUSS LAYOUT)BOX OUTHEADER ASREQUIREDSTEPPED CLG. PERFLOOR PLANCMU COLUMN W/DECORATIVE CAP.AND BASESEE STRUCTURALFOR POST, BEAM ,AND CONNECTIONS1" IN 10'SLOPE SLAB1" IN 10'SLOPE SLAB1" IN 10'SLOPE SLAB1" IN 10'SLOPE SLABBEAM AND CONC. SLABPER STRUCTURAL PLANSARCH TOP FRAMEBEAM AND CONC. SLABPER STRUCTURAL PLANSARCH TOP FRAMEDROP DOWNFRAMINGDROP DOWN FRAMINGFOUNDATION PERSTRUCTURALFOUNDATION PERSTRUCTURALFOUNDATION PERSTRUCTURALBOX OUT HEADERAS REQUIREDSEE STRUCTURAL FORMASONRY COLUMN, BEAM,AND CONNECTIONSCMU COLUMN W/DECORATIVE CAP.AND BASE2'-0"2'-0"9'-8"2'-0"2'-0"11'-0"6"6"2'-0"2'-0"9'-4"2'-0"2'-0"11'-0"6"6"STEPPED CLG. PERFLOOR PLAN42" RAILING SYSTEM42" RAILING SYSTEMFOR STRUCTURAL DESIGN -SEE DETAIL 1 on SHEET S75125121'-8"O.H.FOUNDATION PERSTRUCTURALTWO STORY CMU WALLPER STRUCTURALLINTEL PER STRUCTURALLINTEL PER STRUCTURALWINDOW PER PLANWINDOW PER PLANSTUCCO PER BUILDERSTUCCO PER BUILDERPRE-ENGINEERED TRUSSES(SEE TRUSS LAYOUT)FOUNDATION PERSTRUCTURALNOTES:STAIRWAY CONSTRUCTION TO CONFORM TO FBC2017, 6TH EDITION SECTION R311.7.MAX HT. OF RISER TO BE 7 3/4".ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVEAPPROX. 1" OF NOSING.3/16" MAX VARIATION IN RISERS/TREADS ADJACENTTO EACH OTHER.HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 11/4" - 2" OR TO PROVIDE EQUIVALENT GRASPABILITY.UNDER MIN. 6" WIDE @ NARROW END.34'-38" HANDRAIL HT.HEADROOM CLEARANCE MIN 6'-8".2 x 4 P.T. IN BETWEEN STRINGERS - ATTACH TOSLAB w/ 12d CUT NAILS @ 6" O.C. AND (2) 12dEACH END OF 2x4TOE NAILED TO STRINGER.2x'S @ 16" O.C. MAX.ADD 2x VERTICALS @ 16" O.C. ASREQUIRED BY MUNICIPALITY - TO BEPLACED DIRECTLY UNDER LEDGER3/4" PLYWD. SUB-FLOOR2x JOISTS 16" O.C. MAXHUS26 JOISTS TO LEDGER2x LEDGER ATTACHED TO STUDSw/ (2) 12d NAILS @ EACH STUD1/2" PLYWD. BLOCKING2 x 12 STRINGERS2x12 TREADSCUT TO FIT1x8 SKIRT BD.10"1"3/4" PLYWD. SUB-FLOORPRE-ENGINEEREDFLOOR TRUSSES 24" O.C.2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TOFLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2) 12d @EACH END OF LEDGER TOE-NAILED TO STRINGER.PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C.(SEE TRUSS LAYOUT)CASING.1x8 CAPBOTTOM PLATE2x4 @ 24" O.C.SHEETROCK7 12"DRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.ROOF LAYOUTNOTE: VENTING A CLOSED ATTIC SYSTEM TO BE USEDAN ICYNENE OR SIMM. PRODUCT AND MUST MEETOR EXCEED THE REQUIREMENTS OF THEFLORIDA BUILDING CODE.Roof LayoutSCALE: 1/8" = 1'-0"Building Section 'E'SCALE: 1/4" = 1'-0"Building Section 'F'SCALE: 1/4" = 1'-0"A-07Revised 5-4-2020 Added stair details
W.W.M. OR (1) #5REBAR CONT. INFTR.6"MIN.PER PLANSHOWER ENC.(PER BUILDER)INSTALL WINDOW PER WINDOW MFR. SPECS. &LOCAL WIND CODE.WINDOW SILLSEE FLOOR PLANFOR WINDOW SIZE8" C.M.U. WALL, PERSTRUCTURAL1IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS SHEATHING. 2APPLY SILL FLASHINGTO THE FACE OF THE THE TOP, INSTALL THE WRB STEPS:3APPLY BEAD OF SEALANTAT BACK OF WINDOWFLANGE & SET WINDOW USING"14FACILITATE INSPECTION.APPLY BEAD OF SEALANT ATPAN HEAD SCREWS TO 5APPLY JAMB FLASHINGAT HEAD7APPLY HEAD FLASHING6APPLY BEAD OF SEALANTSIDE JAMBS. EXTEND 8 28TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE REMOVE PREVIOUSLY APPLIED DIAGRAM.OVER DIAGONAL CUT - SEE NOT REQUIRED WHEN USINGSELF-ADHERING TYPE FLASHINGNOTE: STEPS 4 AND 6 ARE5EMBED BOTTOM OF THEHEAD FLASHING AGAINSTTHE PREVIOUSLY APPLIEDSEALANT (FLASHING GOESOVER SEALANT). EXTENDHEAD FLASHING BEYONDEACH JAMB FLASHING.FASTEN IN PLACE.THROUGH WINDOW JAMBFLASHINGWRBSEALANT BEAD BETWEENFLASHING AND MOUNTINGFLANGE.3SEALANTSILL FLASHING1189"SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,PLUMB, AND LEVEL CONDITION. USE CORROSIONRESISTANT FASTENERS. FASTEN WINDOWS PERWINDOW MANUFACTURER SPECIFICATIONS.INTERIOR VIEWTOP LEFT CORNER OF WINDOW9"AT A 45 DEGREE ANGLE, CAREFULLY CUT THEBARRIER ON A DIAGONAL. GENTLY RAISE THETOP EDGE OF THE BARRIER UP AND TAPE THETOP CORNERS AND CENTER TO THE EXTERIORWRB SURFACE ABOVE.CUTLINESEALANT BEADBEHIND MOUNTINGFLANGE.EXTEND JAMB FLASHINGTO OVERLAP SILLFLASHING. EXTENDJAMB FLASHING 8 12"ABOVE ROUGHOPENING AT HEAD.TUCK TOP OFJAMB FLASHINGUNDER THE FLAPOF WRB AT THEHEAD. SEE DIAGRAM.853SEAL THE WINDOW FRAME TOOPENING. APPLY A 38" NOM.DIA. TO THE BACKSIDE(INTERIOR) OF THE WINDOWFLANGE, IN LINE WITH ANYPRE-PUNCHED HOLES OR SLOTS.APPLY CONT. SEAL TO THE MOUNTINGFLANGES AT THE TOP (HEAD) ANDSIDES (JAMBS) OF WINDOW. EXTENDSEALANT AT JAMBS 8 12" ABOVETHE R.O. AT HEAD. EMBED JAMBFLASHING INTO SEALANT ANDFASTEN IN PLACE. (FLASHINGGOES OVER SEALANT).SECURE WRBAT HEAD8 12"7FLASHING AT HEADEXTENDS 1" BEYONDJAMB FLASHING.6818 12"5AA5SEALANT42WOOD BASED EXTERIOR SHEATHING- OSBMEMBRANE STRIP COVERING WOOD FRAMEINTERSECTION UNDER EXPANSION JOINEQUAL TO PROTECTO WRAP BT-20XL-9" WIDE.TO EXTEND 2" BELOW THE CMUPLASTIC EXPANSION JOINTDRAINAGE PLANE OVERLAP CONTROL BEADFLASHING AND MEMBRANE STRIP OVERWOOD FRAME / MASONRY CONNECTION.PAPERBACK LATH7/8" NOMINAL STUCCO THICKNESS15# FELT DRAINAGE PLANEBASE BOARDTOP OF SLAB0'-0" FIN. FLR.& LOCAL WIND CODE.WINDOW MFR. SPECS.INSTALL WINDOW PEREXT. FINISH MATERIALSEE EXT. ELEV.STUCCO OVER CMUPER STRUCTURAL PLANWINDOW SILL AND APRONP.T. WOOD BUCKFASTENED PER STRUCTURALSEE FLOOR PLANFOR WINDOW SIZESEEELEV.BASE BOARDTOP OF SLAB0'-0" FIN. FLR.P.T. FURRING, DRYWALL &FI-FOIL INSUL. W/ VAPORBARRIERLINTEL PER STRUCTURAL8" C.M.U. WALL, PERSTRUCTURAL8" C.M.U. WALL, PERSTRUCTURALP.T. WOOD BUCKFASTENED PER STRUCTURALCONC. SILLSPRAY FOAM INSULATIONAT OPEN CMU CELLSP.T. FURRING, DRYWALL &FI-FOIL INSUL. W/ VAPORBARRIERSPRAY FOAM INSULATIONAT OPEN CMU CELLSP.T. FURRING, DRYWALL &FI-FOIL INSUL. W/ VAPORBARRIER5/8" CDX PLYWOOD ROOFW/ PEEL AND STICKUNDERLAYMENT PER ROOFMANUFACTURE'S NOAPRE-ENGINEERED TRUSSESALUMINUM DRIP1X4 CONTINUOUS HORIZONTALSOFFIT REINFORCINGALUMINUM J CHANNELATTACHED TO 1X4 ANDWALL1X2 P.T. SUPPORTATTACHED TO TRUSSES(STRUCTURAL DETAIL PERENGINEER PLAN SET)CONCRETE TILE ROOFINSTALLED AS PERMANUFACTURER'SSPECIFICATIONS.R-20 SPRAY FOAMINSULATION AT BOTTOMOF ROOF DECKALUMINUM FASCIAOVER 2X8 SYP W/ 1X2DRIP EDGE ANDALUMINUM FASCIANON-VENTED SOFFITR4.1 Fi-FOIL INSULATIONR4.1 Fi-FOIL INSULATIONWINDOW APRON P.T. FURRING, DRYWALL &FI-FOIL INSUL. W/ VAPORBARRIERSPRAY FOAM INSULATIONAT OPEN CMU CELLSR4.1 Fi-FOIL INSULATIONP.T. WOOD BUCKFASTENED PER STRUCTURALP.T. WOOD BUCKFASTENED PER STRUCTURALSTUCCO OVER CMUR4.1 Fi-FOIL INSULATIONSEEELEV.5/8" CDX PLYWOOD ROOFW/ PEEL AND STICKUNDERLAYMENT PER ROOFMANUFACTURE'S NOAPRE-ENGINEERED TRUSSESALUMINUM DRIP1X4 CONTINUOUS HORIZONTALSOFFIT REINFORCINGALUMINUM J CHANNELATTACHED TO 1X4 AND WALL1X2 P.T. SUPPORTATTACHED TO TRUSSES(STRUCTURAL DETAIL PERENGINEER PLAN SET)CONCRETE TILE ROOFINSTALLED AS PERMANUFACTURER'SSPECIFICATIONS.R-20 SPRAY FOAMINSULATION AT BOTTOMOF ROOF DECKALUMINUM FASCIAOVER 2X8 SYP W/ 1X2DRIP EDGE ANDALUMINUM FASCIANON-VENTED SOFFITLINTEL PER STRUCTURALP.T. FURRING, DRYWALL &FI-FOIL INSUL. W/ VAPORBARRIERAPPLIED PER MANUFACTURE ROLL ON WATERPROOFING ON CMU WALL AT BOTTOM 2' STRUCTURAL PLANCONC. SILL PER & LOCAL WIND CODE.WINDOW MFR. SPECS.INSTALL WINDOW PERSTUCCO OVER CMUPER STRUCTURAL PLANWINDOW SILL AND APRONP.T. WOOD BUCKFASTENED PER STRUCTURALSEE FLOOR PLANFOR WINDOW SIZELINTEL PER STRUCTURALP.T. WOOD BUCKFASTENED PER STRUCTURALCONC. SILLWINDOW APRON R4.1 Fi-FOIL INSULATIONOF WALL ONLY.APPLIED PER MANUFACTURE ROLL ON WATERPROOFING ON CMU WALL AT BOTTOM 2' OF WALL ONLY.STUCCO OVER CMUBOND BEAM PERSTRUCTURALBOND BEAM PERSTRUCTURALFOUNDATION PER PLANFOUNDATION PER PLANDETAILSDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.D-01
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3S42"GFI42"42"42"42"W/ BATTERYBACK UPW/ BATTERYBACK UPS42"GFI42"GFI42"GFI42"GFI42"GFI42"GFI42"GFI42"SV.P.42"GFI42"GFIV.P. V.P.42"GFI42"GFI42"GFIOUTLET @66" A.F.F.(TYP.)42"GFI42"GFIS42"GFI42"GFIWP/GFI3S3SU/C GFCI FORDISPOSAL & DW.LOWGFILOWGFILOWGFIU/C GFCI FORDISPOSALEXTRA DUTY /FOR COOKTOPHOODSSWP/GFIWP/GFIWP/GFIWP/GFIWP/GFISOUTLET @66" A.F.F.(TYP.)SSSS42"GFI42"GFIS42"GFISSV.P.SSV.P.V.P.V.P.V.P.ELEVATORELECTRICALPERMANUFACTUREIN ATTICS3S3SS42"GFI42"GFIPEND PEND PENDTO LIGHTSABV.TO LIGHTSABV.3SSSTO LIGHTSABV.TO LIGHTSABV.SSTO LIGHTSABV.TO LIGHTSABV.SSS3S3S3S3S3S3STO LIGHTSABV.LOWGFILOWGFI42"42"42"PENDPENDPEND3S
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3S3SSSWP/GFIWP/GFISSOUTLET @66" A.F.F.(TYP.)SOUTLET @66" A.F.F.(TYP.)SSSS42"GFI42"GFIV.P.SSSWP/GFITO LIGHTSABV.TO LIGHTSABV.3S3SB.4U.C.GFIELECTRICAL FORSTEAM SHOWER PERMANUFACTURERELECTRICAL FORPOOL EQUIPMENTPERMANUFACTURERWP/GFIWP/GFISSTO SWITCHPER OWNER /BUILDERTO SWITCHPER OWNER /BUILDEREPANEL TOBE FIELDLOCATED BYBUILDER /OWNER42"GFI42"GFI42"GFI3S3S3S3SSTO LIGHTSABV.TO LIGHTSABV.ELECTRICALFORGENERATORPERMANUFACTURERWP/GFIELECTRICAL FORPOOL EQUIPMENTPERMANUFACTURERWP/GFIDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.Engineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.FIRST FLOOR ELEC.First Floor Elec.SCALE: 3/16" = 1'-0"1. BUILDER TO VERIFY EXACT LOCATION OF FLOOROUTLETS IN FIELD.2. ALL OUTLETS ARE TO BE AFCI PROTECTED.3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BEAFCI PROTECTED.4. ALL 15A AND 20A 120V BRANCH CIRCUITSLOCATED IN THE GARAGE AND LAUNDRY WILL BEGFCI PROTECTED.5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCIOUTLET.6. ALL OUTLETS LOCATED IN THE KITCHEN ANDBATHROOMS ARE TO BE GFCI PROTECTED.7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCIPROTECTED.8. EXCEPTIONS TO THE GFCI STIPULATION WILL BEALLOWED ONLY IF ALLOWED PER CURRENTNFPA / NEC.9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BEGFCI AND AFCI PROTECTED.10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREAARE TO BE GFCI PROTECTED.11. ALL OUTLETS OVER COUNTERTOPS TO BE 42"A.F.F. (U.N.O.).12. ALL SMOKE/CARBON MONOXIDE DETECTORSARE TO BE HARD WIRED, INTERCONNECTED ANDAFCI PROTECTED.13. 8'-0" HEIGHT VANITY LIGHTS IN MASTERBATHROOM AND 7'-0" IN ALL OTHER BATHROOMS.CONFIRM LOCATION W/ OWNER AT ALL AREAS.14. STANDARD SWITCH HEIGHT TO BE 42" TOP OFBOX. STANDARD OUTLET HEIGHT TO BE 18" TOPOF BOX.15. ALL ELECTRICAL DEVICES, SWITCHES, OUTLETS,JUNCTION BOXES, RECESSED CANS, SMOKEDETECTORS, ECT. TO BE CENTERED IN THEINTENDED LOCATION AND ALIGNED W/ DEVICESTO THE BEST OF THE ELECTRICIANS ABILITY.BLOCKING TO BE INSTALLED BY ELECTRICIANWHENEVER NEEDED.16. CONFIRM LOCATION OF ALL BACKSPLASHOUTLETS BEFORE INSTALLATION TYP. LOCATIONIS HORIZONTAL CENTERED 2" ABOVECOUNTERTOP.17. BROAN QT110CFM BATH FANS INCLUDED ATBATH 1, 2, 10, AND POWDER. TOILET ROOMS W/BROANQT80CFM FAN LIGHT COMBO AT ALLOTHER BATHS18. ALL UPPER CABINETRY W/ COUNTERTOP BELOWTO HAVE UNDER COUNTER LED TAPE LIGHTING.•THIS DIAGRAMMATIC PLAN IS INTENDED TOSHOW LIGHTING AND CONVENIENCE OUTLETSONLY. IT IS THE ELECTRICAL CONTRACTORSRESPONSIBILITY TO VERIFY THE REQUIREMENTAND LOCATIONS OF ALL ELECTRICALEQUIPMENT, (INCLUDING KITCHEN EQUIPMENT)AND PROVIDE AND INSTALL COMPLETEELECTRICAL SERVICE AS REQUIRED PER NFPA,NEC, FBC CODES AND ALL REIGNINGMUNICIPALITY CODES, STANDARDS ANDORDINANCES.•LOCATION OF FIXTURES AND / OR OUTLETS ARESUGGESTED LOCATIONS AND MEET MOST LOCALCODE REQUIREMENTS. ADDITIONS ORADJUSTMENTS MAY BE MADE BETWEEN THEOWNER AND BUILDER IN THE FIELD.•ALL ELECTRICAL WORK AND APPLIANCES ARE INFULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C.6TH EDITION (2017) RESIDENTIAL, AND ALLAPPLICABLE LOCAL STANDARDS, CODES, ANDORDINANCES.•VARIOUS SYMBOLS ON ELECTRICAL LEGENDMAY OR MAY NOT BE USED ON THIS PLAN.•INTERSYSTEM BONDING TERMINATIONREQUIRED AT SERVICE METER LOCATION AS PERNEC ARTICLE 250.94.•ALL RECESSED LUMINAIRES INSTALLED IN THEBUILDING THERMAL ENVELOPE SHALL BESEALED TO LIMIT AIR LEAKAGE BETWEENCONDITIONED AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE IC-RATEDAND LABELED AS HAVING AN AIR LEAKAGE RATENOT MORE THAN 2.0 CFM (0.944 L/S) WHENTESTED IN ACCORDANCE WITH ASTM E283 AT A1.57 PSF (75 PA) PRESSURE DIFFERENTIAL. ALLRECESSED LUMINAIRES SHALL BE SEALED WITHA GASKET OR CAULK BETWEEN THE HOUSINGAND THE INTERIOR WALL OR CEILING COVERINGAS PER FBC 6TH EDITION ENERGYCONSERVATION, CHAPTER 4 - RESIDENTIALENERGY EFFICIENCY SECTION R402.4.5•ALL 15- AND 20- AMPERE, 125- AND 250-VOLTNONLOCKING RECEPTACLES INSTALLED IN DAMPAND/OR WET LOCATIONS SHALL BE LISTEDWEATHER-RESISTANT TYPE AND SO IDENTIFIEDPER NEC ARTICLE 406.9.•ALL BATHROOMS AT LEAST ONE RECEPTACLEOUTLET SHALL BE INSTALLED WITHIN 3 FT OFTHE OUTSIDE EDGE OF EACH BASIN. THERECEPTACLE OUTLET SHALL BE LOCATED ON AWALL OR PARTITION THAT IS ADJACENT TO THEBASIN OR BASIN COUNTERTOP, LOCATED ONTHE COUNTERTOP, OR INSTALLED ON THE SIDEOR FACE OF THE BASIN CABINET PER NECARTICLE 210-52 (D)ARC FAULT PROTECTIONVAPOR PROOFJUNCTION BOXSPEAKERGARBAGE DISPOSAL MOTORFAN / LIGHT COMBINATIONFLUSH MOUNT FLUORESCENT LIGHTSPOT LIGHTCHANDELIERWALL SCONCECEILING FANCARBON MONOXIDE / SMOKEDETECTORELECTRICAL METERDISCONNECT SWITCHDOOR BELL / GARAGE DOOR SWITCHCHIMEELECTRICAL PANELFLUORESCENT LIGHTPRE-WIRE GARAGE DOOR OPENERCABLE JACKTELEPHONE JACKDIMMER SWITCH3-WAY SWITCHWALL SWITCHGROUND FAULT INTERRUPTPRE-WIRE FOR CLG. FANFLOOR RECEPTACLEWATER PROOF RECEPTACLE1/2 HOT, 1/2 SWITCHED220 V RECEPTACLEDUPLEX RECEPTACLEWALL WASH RECESSEDWALL MOUNTED LIGHTRECESSED LIGHTPULL CHAIN LIGHTCEILING MOUNTED LIGHTLOW VOLTAGESMOKE DETECTORUSBUSB DUPLEX RECEPTACLELED RECESSED LIGHTLEACH 200 AMP DISC. WILL SUPPLY A 200 AMPPANEL IN THE HOUSE WITH 4/0 ALUM SERCABLE TO A MAIN LUG PANEL EACH DISC.WILL HAVE BREAKER SPOTS600 AMP ELECTRICAL RISERTHERE WILL BE 3-200 AMP SINGLE PHASEDISCONNECTS THAT WILL SUPPLY 3 -200AMP SINGLE PHASE MAIN LUG PANELS.II 4 CU WILL BONDED FROM THE REBAR INTHE FOOTER TO THE METER ENCLOSURE,ALSO A II CU FROM METER ENCLOSED TO AGROUND ROD200 AMP S/P BREAKER TOSUPPLY 20 AMP GFCI CONV.OUTLET WITH COVERFROM THE METER ENCLOSURE2/0 COOPER THWN WILL BE USEDTO SUPPLY EACH 200 AMPDISCONNECT 1/0 COPPER WILLSUPPLY THE NEUTRALS2" PVC2 1/2" PVCWITH M/ALOCKNUT ANDBUSHING FORFPL2" PVC2" HUBWITH 2"M/A2" M/ALOCKNUTAND BUSHINGII CU IN 1/2" PVCFROM GROUNDROD TOENCLOSURE2" M/ALOCKNUTAND BUSHING1/2" PVC II 4 CUFROM FOOTERREBARFirst Floor Elec.SCALE: 3/16" = 1'-0"Sport Court 1st Floor Elec.SCALE: 3/16" = 1'-0"E-01
TO SWITCHBELOWTO SWITCHBELOWTO SWITCHBELOWTO SWITCHBELOW33333TO SWITCHBELOWTO SWITCHBELOWTO SWITCHBELOWTO SWITCHBELOWTO SWITCHBELOW33ELEVATORELECTRICAL PERMANUFACTUREIN ATTIC33333342"GFILOWLOWLOWLOW33 33WP/GFIWP/GFIWP/GFIWP/GFIWP/GFIOUTLET @66" A.F.F.(TYP.)V.P.V.P.333342"42"TO SWITCHBELOW42"GFI42"GFI42"GFI42"GFI42"GFI42"GFIV.P.V.P.OUTLET @66" A.F.F.(TYP.)OUTLET @66" A.F.F.(TYP.)OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW42"GFI42"GFIELECTRICAL PERMANUFACTUREFOR STEAMSHOWERLIGHTS SHOWN AT 1STFLOOR LEVELTO SWITCHPER OWNER /BUILDERTO SWITCH PEROWNER / BUILDERTO SWITCHBELOWAHU HUNGFROMCLG.AHU HUNGFROMCLG.NOTE: LIGHT ON ALLOWANCE AT SPORTCOURTDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDMJSREVISIONS11/14/19ISSUE DATE815 Orienta Ave., Suite #1040Altamonte Springs, Fl. 32701Ph: (407) 629-6711Fax: (407) 629-6776www.mjshomedesign.comEXCLUSIVE INTELLECTUAL PROPERTY OF MJS, INC. ALL RIGHTS RESERVED.COPYRIGHT NOTICE: THESE PLANS, DESIGNS, AND IDEAS ARE THE Mack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986RLB & JFTFIND US ON FACEBOOK, HOUZZ & ZILLOW AT MJS CUSTOM HOME DESIGNSAll designs/plans in this publication are protected under the copyright law. Reprodution of the illustrations or working drawings by any means is strictly prohibited unless licenced by MJS, Inc.SECOND FLOOR ELEC.Second FloorSCALE: 3/16" = 1'-0"1. BUILDER TO VERIFY EXACT LOCATION OF FLOOROUTLETS IN FIELD.2. ALL OUTLETS ARE TO BE AFCI PROTECTED.3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BEAFCI PROTECTED.4. ALL 15A AND 20A 120V BRANCH CIRCUITSLOCATED IN THE GARAGE AND LAUNDRY WILL BEGFCI PROTECTED.5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCIOUTLET.6. ALL OUTLETS LOCATED IN THE KITCHEN ANDBATHROOMS ARE TO BE GFCI PROTECTED.7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCIPROTECTED.8. EXCEPTIONS TO THE GFCI STIPULATION WILL BEALLOWED ONLY IF ALLOWED PER CURRENTNFPA / NEC.9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BEGFCI AND AFCI PROTECTED.10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREAARE TO BE GFCI PROTECTED.11. ALL OUTLETS OVER COUNTERTOPS TO BE 42"A.F.F. (U.N.O.).12. ALL SMOKE/CARBON MONOXIDE DETECTORSARE TO BE HARD WIRED, INTERCONNECTED ANDAFCI PROTECTED.13. 8'-0" HEIGHT VANITY LIGHTS IN MASTERBATHROOM AND 7'-0" IN ALL OTHER BATHROOMS.CONFIRM LOCATION W/ OWNER AT ALL AREAS.14. STANDARD SWITCH HEIGHT TO BE 42" TOP OFBOX. STANDARD OUTLET HEIGHT TO BE 18" TOPOF BOX.15. ALL ELECTRICAL DEVICES, SWITCHES, OUTLETS,JUNCTION BOXES, RECESSED CANS, SMOKEDETECTORS, ECT. TO BE CENTERED IN THEINTENDED LOCATION AND ALIGNED W/ DEVICESTO THE BEST OF THE ELECTRICIANS ABILITY.BLOCKING TO BE INSTALLED BY ELECTRICIANWHENEVER NEEDED.16. CONFIRM LOCATION OF ALL BACKSPLASHOUTLETS BEFORE INSTALLATION TYP. LOCATIONIS HORIZONTAL CENTERED 2" ABOVECOUNTERTOP.17. BROAN QT110CFM BATH FANS INCLUDED ATBATH 1, 2, 10, AND POWDER. TOILET ROOMS W/BROANQT80CFM FAN LIGHT COMBO AT ALLOTHER BATHS18. ALL UPPER CABINETRY W/ COUNTERTOP BELOWTO HAVE UNDER COUNTER LED TAPE LIGHTING.•THIS DIAGRAMMATIC PLAN IS INTENDED TOSHOW LIGHTING AND CONVENIENCE OUTLETSONLY. IT IS THE ELECTRICAL CONTRACTORSRESPONSIBILITY TO VERIFY THE REQUIREMENTAND LOCATIONS OF ALL ELECTRICALEQUIPMENT, (INCLUDING KITCHEN EQUIPMENT)AND PROVIDE AND INSTALL COMPLETEELECTRICAL SERVICE AS REQUIRED PER NFPA,NEC, FBC CODES AND ALL REIGNINGMUNICIPALITY CODES, STANDARDS ANDORDINANCES.•LOCATION OF FIXTURES AND / OR OUTLETS ARESUGGESTED LOCATIONS AND MEET MOST LOCALCODE REQUIREMENTS. ADDITIONS ORADJUSTMENTS MAY BE MADE BETWEEN THEOWNER AND BUILDER IN THE FIELD.•ALL ELECTRICAL WORK AND APPLIANCES ARE INFULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C.6TH EDITION (2017) RESIDENTIAL, AND ALLAPPLICABLE LOCAL STANDARDS, CODES, ANDORDINANCES.•VARIOUS SYMBOLS ON ELECTRICAL LEGENDMAY OR MAY NOT BE USED ON THIS PLAN.•INTERSYSTEM BONDING TERMINATIONREQUIRED AT SERVICE METER LOCATION AS PERNEC ARTICLE 250.94.•ALL RECESSED LUMINAIRES INSTALLED IN THEBUILDING THERMAL ENVELOPE SHALL BESEALED TO LIMIT AIR LEAKAGE BETWEENCONDITIONED AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE IC-RATEDAND LABELED AS HAVING AN AIR LEAKAGE RATENOT MORE THAN 2.0 CFM (0.944 L/S) WHENTESTED IN ACCORDANCE WITH ASTM E283 AT A1.57 PSF (75 PA) PRESSURE DIFFERENTIAL. ALLRECESSED LUMINAIRES SHALL BE SEALED WITHA GASKET OR CAULK BETWEEN THE HOUSINGAND THE INTERIOR WALL OR CEILING COVERINGAS PER FBC 6TH EDITION ENERGYCONSERVATION, CHAPTER 4 - RESIDENTIALENERGY EFFICIENCY SECTION R402.4.5•ALL 15- AND 20- AMPERE, 125- AND 250-VOLTNONLOCKING RECEPTACLES INSTALLED IN DAMPAND/OR WET LOCATIONS SHALL BE LISTEDWEATHER-RESISTANT TYPE AND SO IDENTIFIEDPER NEC ARTICLE 406.9.•ALL BATHROOMS AT LEAST ONE RECEPTACLEOUTLET SHALL BE INSTALLED WITHIN 3 FT OFTHE OUTSIDE EDGE OF EACH BASIN. THERECEPTACLE OUTLET SHALL BE LOCATED ON AWALL OR PARTITION THAT IS ADJACENT TO THEBASIN OR BASIN COUNTERTOP, LOCATED ONTHE COUNTERTOP, OR INSTALLED ON THE SIDEOR FACE OF THE BASIN CABINET PER NECARTICLE 210-52 (D)ARC FAULT PROTECTIONVAPOR PROOFJUNCTION BOXSPEAKERGARBAGE DISPOSAL MOTORFAN / LIGHT COMBINATIONFLUSH MOUNT FLUORESCENT LIGHTSPOT LIGHTCHANDELIERWALL SCONCECEILING FANCARBON MONOXIDE / SMOKEDETECTORELECTRICAL METERDISCONNECT SWITCHDOOR BELL / GARAGE DOOR SWITCHCHIMEELECTRICAL PANELFLUORESCENT LIGHTPRE-WIRE GARAGE DOOR OPENERCABLE JACKTELEPHONE JACKDIMMER SWITCH3-WAY SWITCHWALL SWITCHGROUND FAULT INTERRUPTPRE-WIRE FOR CLG. FANFLOOR RECEPTACLEWATER PROOF RECEPTACLE1/2 HOT, 1/2 SWITCHED220 V RECEPTACLEDUPLEX RECEPTACLEWALL WASH RECESSEDWALL MOUNTED LIGHTRECESSED LIGHTPULL CHAIN LIGHTCEILING MOUNTED LIGHTLOW VOLTAGESMOKE DETECTORUSBUSB DUPLEX RECEPTACLELED RECESSED LIGHTLSecond Floor ElectricalSCALE: 3/16" = 1'-0"E-02
27'-2"1'-6"32'-0"4'-3"210'-5"16'-8"36'-8"28'-8"10'-0"25'-4"9'-4"7'-4"9'-8"19'-0"148'-8"6'-0"15'-4"6'-8"13'-0"28'-0"13'-8"6'-0"13'-4"9'-4"15'-4"12'-0"10'-0"2'-8"16'-8"14'-0"14'-8"2'-0"10'-8"10'-8"9'-3"1'-10"1'-9"6'-2"12'-2"6'-2"1'-9"2'-5"42'-8"20'-8"25'-8"5'-8"7'-4"10'-0"13'-4"10'-0"19'-0"9'-0"10'-8"10'-0"6'-0"3'-4"1633'-4"3'-4"9'-4"10'-8"13'-4"33'-4"18'-2"35'-2"2'-4"12'-0"3'-10"210'-5"1'-0"10'-0"1'-0"12'-0"14'-0"40'-8"17'-4"6'-0"6'-0"15'-9"2'-8"10'-0"2'-8"18'-0"2'-8"1'-8"24'-0"15'-0"5'-8"7'-4"42'-8"5'-8"7'-4"5'-8"7'-4"7'-4"H.V.A.C. H.V.A.C.H.V.A.C.6'-0"10'-0"8'-6"9'-10"11'-4"4'-8"24'-8"4'-0"20'-0"2'-0"7'-4"D.W.D.W.10'-9"7'-11"7'-4"3'-0"14'-8"6'-0"2'-614"3'-134"3'-2"4'-6"6'-6"4'-6"1'-6"20'-11"4'-5"3'-1"4'-10"4'-0"6'-8"7'-6"3'-0"15'-2"6'-2"9'-11"9'-7"3'-5"3'-5"12'-8"18'-7"14'-4"39'-4"18'-0"3'-0"7'-6"17'-6"8"5'-0"2'-2"3'-8"4"3'-0"10'-5"2'-0"8"11'-10"8"8'-0"8"4" PVC PIPE FORELEC. @ ISLAND15'-6"7'-5"8"6'-4"15'-0"1'-11"4'-3"23'-6"5'-6"15'-4"8'-4"5'-6"31'-0"14'-11116"14'-11116"7'-4"10'-0"10'-8"20'-112"7'-412"2'-514"4" PVC PIPEFOR ELEC. @ISLAND-5-1/2''-5-1/2''-5-1/2''-5-1/2''-12''-16''-18''SLOPESLOPE-16''-18''SLOPE-4''-6''SLOPE26'-0"1'-334"2'-914"3'-814"10'-514"3'-812"2'-914"1'-334"5'-712"7'-112"8"1'-3"7'-1034"1'-3"8"7'-112"0'-0"+6"+12"+18"+12"+11"+5"-1"FLOOR OUTLETFIELD LOCATEDPER OWNER /BUILDERFLOOR OUTLETFIELD LOCATEDPER OWNER /BUILDER3'-0"4" PVC PIPE FORELEC. @ ISLAND4" PVC PIPE FORELEC. @ ISLAND28'-0"6'-6"20'-912"18'-412"26'-6"1'-8"6'-4"10'-10"9"18'-0"5'-8"21'-0"10'-8"19'-10"22'-10"9'-6"4"3'-0"15'-8"6'-4"10'-0"2'-8"26'-6"6"25'-0"6"4"18'-8"7'-4"19'-8"2"2"4'-4"21'-10"16'-8"2"2'-2"13'-4"8"8'-8"4'-0"-3-1/2''17'-2"6'-4"14'-8"14'-8"10"14'-8"10'-6"-6''-6''-6''-6''-6''SLOPESLOPESLOPES LO P E
SLOPE3'-8"3'-0"3'-4"2'-8"3'-8"1'-4"3'-8"4'-0"3'-0"3'-8"4'-4"3'-8"3'-2"3'-8"4'-7"3'-8"4'-1"4'-8"4"1'-0"3'-10"3'-8"3'-0"3'-8"1'-8"3'-8"2'-8"2'-8"3'-8"1'-0"3'-4"2'-8"3'-4"3'-8"1'-2"3'-8"3'-8"3'-8"1'-2"2'-8"1'-8"4'-734"6'-8"3'-014"4"3'-8"3'-4"2'-0"3'-8"3'-4"8"6'-8"8"3'-4"3'-8"2'-0"1'-0"1'-0"4"10'-8"27'-4"4"10'-9"3'-0"2'-2"1'-8"2'-2"1'-8"3'-8"3'-4"4'-0"6'-8"3'-8"3'-4"3'-4"3'-4"2'-0"2'-8"1'-10"3'-8"4'-4"3'-8"1'-10"3'-0"4'-0"2'-8"3'-4"3'-8"1'-4"3'-8"1'-0"2'-4"6'-8"2'-0"6'-8"4'-4"8"3'-8"2'-8"2'-8"3'-8"1'-4"8"4"1'-4"8"1'-0"4'-0"4'-0"4'-8"1'-4"1'-4"2'-8"1'-8"3'-4"4'-0"4'-0"4'-0"4'-0"4'-0"2'-4"1'-2"1'-2"1'-2"1'-2"10"10"3'-4"4'-0"4'-0"3'-8"10"3'-8"8"1'-8"8"4'-2"8"6'-8"8"4'-2"4'-6"8"12'-8"1'-0"12'-6"3'-0"6'-10"19'-8"6'-0"2"17'-8"4"8"3'-0"3'-4"3'-4"3'-4"3'-4"3'-8"3'-4"1'-8"3'-8"8"1'-8"6'-8"1'-8"11'-1"11'-1"4"4'-1"3'-4"3'-4"4"4'-1"3'-4"3'-4"4'-0" typ3'-0"3'-0"2'-6"3'-8"2'-6"3'-0"3'-0"1'-8"4"1'-4"4" CONCRETE SLAB w/ SYNTHETIC FIBERMESHON 6 MIL. VAPOR BARRIER ON CLEAN EARTHFILL, COMPACTED TO 95%,PROVIDE TERMITE PROTECTION PER FBC R318.4" CONC. SLAB4" CONC. SLAB6'-0"SLOPESLOPE8'-0"13'-4"8"F1F1F1F1 F1F1F1F1F1F1F1F1F1F1F1F1F1F1F1F1 F1F1F1F1F1F1F1F1F2F2F2 F2F2F2F2F3aF3aF3aF3aF4F4F3aF3aF3aF3F3F4F5F5F5F5F5F5F5F5F5F5F6F6F6F6F6 F6F6 F6F6F6F5F5F5F5F5F5F5F5F5F5 F5F5F7F7F7F7F7F7F7F7F7F7F7F7F7F7F7F7F8aF8aF8aF8F5F8a F8aF8aF5F9F9F9F9F10F10F10F10F10F10F10F10F10F10F10F5 F5F8F8F8F80'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''0'-0''F11F11RECESS 2-1/2'' FORRECESS 2-1/2'' FOR DOORRECESS 2-1/2'' FOR DOORF12F12F13F13F13F13F13F13F13F13F13F13F13F13F13F13F13F14F16F15F16F15F14F14F14F16F1612'' DEEP COLUMN PADSw/ (4) #5 BARS EACH WAY48''x48''x12'' DEEPTHICKENED SLAB FOOTINGw/ (5) #5 BARS EACH WAY60''x48''x16'' DEEPTHICKENED SLAB FOOTINGw/ #5 BARS @ 8" O.C. EACH WAYF17F17F17F17MATCH LINEMATCH LINE-1''-8.5''DRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDjvmREVISIONS3/18/2020ISSUE DATEMack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986jvmCOPYRIGHT 2020 Joseph V. Motro PEEngineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.FOUNDATION PLAN - 1SCALE: 1/4" = 1'-0"FOUNDATION DETAILS ARE ON SHEET S2.FOUNDATION DETAILS ARE ON SHEET S2.S1Revised 5-1-2020Dropped 3-car garage floor height,added landing and steps
35'-4"38'-0"28'-8"9'-4"10'-8"1'-4"6'-0"37'-4"3'-4"16'-0"87'-4"4'-8"98'-8"1'-0"18'-0"H.V.A.C. H.V.A.C.H.V.A.C.8'-3"8"18'-7"23'-2"3'-6"3'-4"1'-10"9'-6"8"5'-4"3'-0"21'-8"27'-8"17'-6"7'-6"17'-6"7'-8"3'-0"28'-6"31'-0"11'-0"1'-0"-5-1/2''-5-1/2''7'-0"3"6'-6"4" PVC PIPE FORELEC. @ ISLAND28'-0"4"4"4"55'-0"6'-4"18'-2"17'-2"-6''-6''SLOPESLOPE1'-0"3'-4"4'-0"3'-6"3'-8"1'-4"3'-8"3'-4"3'-8"3'-4"3'-8"3'-4"3'-8"3'-4"3'-8"3'-4"3'-8"3'-6"4'-0"3'-4"8"1'-0"3'-4"3'-4"3'-2"3'-8"3'-4"3'-0"3'-8"2'-10"8"2'-10"3'-8"3'-4"3'-0"3'-8"3'-2"3'-4"3'-4"1'-0"1'-0"3'-4"3'-4"3'-2"3'-8"3'-4"3'-0"3'-8"2'-10"8"2'-10"3'-8"3'-4"3'-0"3'-8"3'-2"3'-4"3'-4"8"4'-5"3'-4"3'-4"3'-4"4'-8"1'-8"2'-8"3'-3"3'-8"3'-0"3'-4"2'-8"3'-8"1'-4"3'-8"4'-0"6'-0"2"17'-8"4"1'-8"3'-8"8"1'-8"6'-8"1'-8"3'-8"3'-4"3'-8"3'-8"2'-8"8"4"8"1'-4"3'-6"3'-8"3'-4"3'-0"3'-8"3'-6"4'-0"3'-4"1'-0"8"4"1'-4"8"3'-4"3'-4"3'-4"3'-0"3'-4"4" CONCRETE SLAB w/ SYNTHETIC FIBERMESHON 6 MIL. VAPOR BARRIER ON CLEAN EARTHFILL, COMPACTED TO 95%,PROVIDE TERMITE PROTECTION PER FBC R318.GENERATORPADBY OTHERSA/C PADA/C PADPOOLEQUIPMENTPADBY OTHERSF1F1 F1F1F1F1F2F2F2F2F2F2F2F2F2F2F2F2F2F3F7F7F7F7F7F7F7F8F6F6F6F6F5F5F5F52'-0"3'-0"3'-0"3'-0"3'-0"3'-0"1'-8"1'-4"4'-4"4'-0"4'-0"4'-0"3'-0"3'-8"4'-8"4'-2"8"2'-8"3'-4"3'-8"2'-10"4'-4"F10F10F10F10F10F8F8F8F80'-0''0'-0''0'-0''0'-0''0'-0''RECESS 2-1/2'' FOR DOORF13F13F13F13F13F18F18MATCH LINEMATCH LINE55'-4"3S316"Wx18"DTHICKENED EDGECONC. FOOTINGw/2-#5 CONT.CONTINUOUS #5 STEELREBAR ABOVE ANDBELOW CHASELAP ALL STEEL 25" MIN.18"24"DEEPEN FOOTINGAT CHASE ORSLEEVE LOCATION24"CHASERELIEVING ARCH FOUNDATION DETAILNTSCONTROL JOINTJOINT TO BE TOOLEDOR SAW CUT3'' = 1'-0''1/8"1" DEEPMINIMUMCONTRACTOR TO LOCATE CONTROLJOINTS. RECOMMEND 15' O.C.1) Drill a 13/16" x 6" hole into thefooting at the dowel location.2) Clear out dust and fragments.3) Insert masonry epoxy in hole.4) Drive a 32" #5 rebar dowel tothe bottom of the hole.5) Allow epoxy to cure undisturbedfor a minimum of one (1) hour.Concrete protection for ReinforcementCast-In-Place Concrete Cover, in.a.Concrete cast against and permanentlyexposed to earth 3b.Concrete exposed to earth or weather: No. 6 through No. 18 bars 2 No. 5 bar, W31 or D31 wire, and smaller 1-1/2c.Concrete not exposed to weather orin contact with ground: Slabs, walls, joists No. 14 and No. 18 bars 1-1/2 No. 11 bar and smaller 3/4 Beams, columns: Primary reinforcement, ties, stirrups, spirals 1-1/2 Shells, folded plate members: No. 6 bar and larger 3/4 No. 5 bar, W31 or D31 wire, and smaller 1/2F.F. ELEV.1'-0"2-#5 REBARSSCALE: 3/4" = 1'-0"FOOTING DETAILCONT.1'-8"1'-0"GRADE= 0'-0"3'' CLRF12'-0"F.F. ELEV.1'-0"3-#5 REBARSSCALE: 3/4" = 1'-0"FOOTING DETAILCONT.2'-0"1'-0"GRADE= 0'-0"3'' CLRF22'-0"2'-0"4"3 - #5 BARS CONT3'' CLR1'-4"per plan2'-0"SCALE: 3/4" = 1'-0"FOOTING w/ CURB1'-8"4'' CONCRETEVARIES1'-0"2 #5 CONT.F3FLOOR SLAB8'' w. CONT. CONC. CURB RAIN-CUT DETAILF41'-8"CONT. ''RAIN CUT'' @PROVIDE 12''w x 4''dEDGE OF CONC. SLAB1'-4"2 # 5 CONT.GARAGE DOOR4'' CONCRETEFLOOR SLABSCALE: 3/4" = 1'-0"1'-8"4"2-#5 BARS CONT10"3'' CLRSCALE: 3/4" = 1'-0"FOOTING DETAILF52'-0"4"3-#5 BARS CONT1'-0"3'' CLRSCALE: 3/4" = 1'-0"FOOTING DETAILF6℄SCALE: 3/4" = 1'-0"FOOTING DETAILF71'-8"4"2 - #5 BARS CONT3'' CLR1'-0"per planSCALE: 3/4" = 1'-0"FOOTING DETAILF81'-8"6"2 - #5 BARS CONT1'-0"1- #5 BAR CONT.6"1'-2"6"ELEVATORPITSCALE: 3/4" = 1'-0"FOOTING DETAILF91 # 5 CONT.variesSTEP DOWN8"F101'-4"1'-2"1'-2"2'-4"2-1/2'' recessPOCKET SGD3 - #5 BARS CONTSCALE: 3/4" = 1'-0"FOOTING DETAILF111'-0"2-#5 REBARSSCALE: 3/4" = 1'-0"FOOTING DETAILCONT.1'-8"4"GRADE3'' CLRF121'-4"1'-0"3-#5 REBARSSCALE: 3/4" = 1'-0"FOOTING DETAILCONT.2'-0"4"GRADE3'' CLRF131'-4"S-2'-10"A.F.F.+1'-6" A.F.F.1'-0"CONCRETE FOOTINGPER PLANVERT # 5 IN CELL8'' C.M.U. FOUNDATION3 # 5 CONT.WALL - TYP.OVER 6 MIL. VAPOR BARRIERw/ SYNTHETIC FIBERMESH4'' CONCRETE FLOOR SLAB(1) #5 BAR CONTINUOUSIN 8'' HORIZONTAL BEAMFILL ALL CELLS INSTEMWALL WITH CONCRETE2'-0"SCALE: 3/4" = 1'-0"FOOTING DETAILF15-2'-8"A.F.F.+0'-11" A.F.F.10"CONCRETE FOOTINGPER PLANVERT # 5 IN CELL8'' C.M.U. FOUNDATION2 # 5 CONT.WALL - TYP.OVER 6 MIL. VAPOR BARRIERw/ SYNTHETIC FIBERMESH4'' CONCRETE FLOOR SLAB(1) #5 BAR CONTINUOUSIN 8'' HORIZONTAL BEAMFILL ALL CELLS INSTEMWALL WITH CONCRETE1'-8"SCALE: 3/4" = 1'-0"FOOTING DETAILF16S-2'-10"A.F.F.+1'-6" A.F.F.1'-0"CONCRETE FOOTINGPER PLANVERT # 5 IN CELL8'' C.M.U. FOUNDATION3 # 5 CONT.WALL - TYP.OVER 6 MIL. VAPOR BARRIERw/ SYNTHETIC FIBERMESH4'' CONCRETE FLOOR SLAB(1) #5 BAR CONTINUOUSIN 8'' HORIZONTAL BEAMFILL ALL CELLS INSTEMWALL WITH CONCRETE2'-0"SCALE: 3/4" = 1'-0"FOOTING DETAILF14OVER 6 MIL VAPOR BARRIER4" CONCRETE FLOOR SLAB(SEE FLOOR PLAN FOR LOCATIONS)VERT. #5 IN FILLED CELL1'-0"4"1'-4"1'-4"1 #5 CONT.1 COURSE OF LINTEL BLOCK W/KNEEWALLSCALE: 3/4" = 1'-0"4'-6"F17PRIVACY WALL2-#5 CONT.1-#5 VERT.CONC. FILLED CELL1'-8"10"4'-0"CMU WING WALL1-#5 HORIZ.4' O.C. MAX.F18FOUNDATION DETAILS4-#5 EACH WAY1-#5 VERT.CONC. FILLED CELL2'-8"1'-0"4'-8"CMU COLUMN1-#5 HORIZ.EACH CORNERF19DRIVEWAY COLUMNSPRE-CAST CAP(SEE SITE PLAN FOR LOCATIONS)8"1'-8"4"2 - #5 BARS CONT1'-4"1- #5 BAR CONT.4"1'-4"8"GARAGESCALE: 3/4" = 1'-0"FOOTING DETAILF8a2'-0"SCALE: 3/4" = 1'-0"FOOTING w/ CURB1'-8"4'' CONCRETEVARIES1'-0"2 #5 CONT.F3aFLOOR SLAB8'' w. CONT. CONC. CURB -16" A.F.F.DRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDjvmREVISIONS3/18/2020ISSUE DATEMack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986jvmCOPYRIGHT 2020 Joseph V. Motro PEEngineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.FOUNDATION PLAN - 2SCALE: 1/4" = 1'-0"S2Revised 5-1-2020Dropped 3-car garage floor height,added footing F3a & F8a
LIVINGROOMSTUDYFOYERPARLORBEDROOM 4IN-LAWSUITELAUNDRYCLOSETBATHROOMCLOSETCLOSETCLOSETBEDROOM 6SCALE: 1/4'' = 1'-0''BUILDING SECTION1STEEL STUDS @ 12" O.C.(362S200-97)LVL-1F17AT186T203F11ATF1420'' O.H.1/2'' CEILING RATED GYP. BOARD2 COURSES OF LINTEL BLOCKw/1 #5 CONT. @ EA. COURSE.(PRE-CAST LINTEL OVEROPENINGS)PRECAST CONC. SILL13'-8'' A.F.F.1 #5 CONT. @ EA. COURSE.2 COURSES OF LINTEL BLOCK W/PRE-CAST LINTEL OVER OPENING4" CONCRETE FLOOR SLAB1'-6" A.F.F.FOUNDATION PER PLAN(1) #5 BAR CONTINUOUS IN 8''HORIZONTAL BEAM11'-8" A.F.F.SCALE: 3/4'' = 1'-0''ENTRY / FOYER WALL SECTION424' 0-3/4" A.F.F.2x4 RIBBON)PRE-CAST LINTEL OVER OPENINGENTRY DOORFOUNDATION PER PLAN18" ROUND CONCRETE COLUMNw/ (6) #4 BARS VERTICAL#3 SPIRAL REINFORCEMENT2-PLY 2x12 BEAM125CONCRETE TILE ROOFING ON APPROVEDSELF-ADHERING UNDERLAYMENT ON5/8" PLYWOOD SHEATHINGNON-VENTEDVINYL SOFFIT2x4 BLOCKING@ 24" O.C.28" SQUARE MASONRY BASE1x41x41x21x22x8 SUBFASCIA w/ 1x2 w/6" ALUMINUM FASCIA &ALUMINUM DRIP EDGEOPEN-CELL FOAM INSULATION20'' O.H.(SEE ANCHOR SCHEDULE)TIE DOWN STRAP1251-STORY WALL SECTION212'-0"1/2'' CEILING RATED GYP. BOARD2 COURSES OF LINTEL BLOCKw/1 #5 CONT. @ EA. COURSE.(PRE-CAST LINTEL OVER OPENINGS)VERTICAL #5 BAR IN CONCRETEFILLED MASONRY CELLLAP 25" min., EMBED 6" min.(SEE FLOOR PLAN FOR LOCATIONS)PRECAST CONC. SILL4" CONCRETE FLOOR SLAB5/8'' STUCCOSCALE: 3/4" = 1'-0"CONCRETE TILE ROOFING ON APPROVEDPEEL & STICK MEMBRANE UNDERLAYMENT ON5/8" PLYWOOD SHEATHINGHORIZONTAL JOINT REINFORCING -@ 16'' O.C. ''LADDER TYPE'' 9 GAUGEHOT-DIPPED GALVANIZEDWOOD SILL1/2" GYP. BOARD ON 1x P.T. FURRINGON CONCRETE MASONRYw/ CORE-FILL FOAM INSULATION& R4.1 FI-FOIL INSULATIONGRADEF.F. ELEV. = 0'-0"2'-0"1'-0"1'-0"1x41x41x21x2SOFFIT:NON-VENTED VINYLreinforced as shown2x8 SUBFASCIA w/ 1x2 w/6" ALUMINUM FASCIA &ALUMINUM DRIP EDGEOPEN-CELL FOAM INSULATION20'' O.H.(SEE ANCHOR SCHEDULE)TIE DOWN STRAP12521'-6" A.F.F.1/2'' CEILING RATED GYP. BOARD2 COURSES OF LINTEL BLOCKw/1 #5 CONT. @ EA. COURSE.(PRE-CAST LINTEL OVEROPENINGS)CONCRETE TILE ROOFING ON APPROVEDSELF-ADHERING UNDERLAYMENT ON5/8" PLYWOOD SHEATHINGNON-VENTEDVINYL SOFFIT5/8'' STUCCOPRECAST CONC. SILL16'-4'' A.F.F.12'-0'' A.F.F.1 #5 CONT. @ EA. COURSE.2 COURSES OF LINTEL BLOCK W/PRE-CAST LINTEL OVER OPENINGPRE-CAST LINTEL OVER OPENINGVERTICAL #5 BAR IN CONCRETEFILLED MASONRY CELLLAP 25" min., EMBED 6" min.(SEE FLOOR PLAN FOR LOCATIONS)4" CONCRETE FLOOR SLAB8'-0"18'-0"GRADEF.F. ELEV. = 0'-0"2'-0"1'-0"1'-0"SCALE: 3/4'' = 1'-0''SPORT COURT WALL SECTION31x41x41x21x22x8 SUBFASCIA w/ 1x2 w/6" ALUMINUM FASCIA &ALUMINUM DRIP EDGEDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDjvmREVISIONS3/18/2020ISSUE DATEMack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986jvmCOPYRIGHT 2020 Joseph V. Motro PEEngineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.S3
2x4 WOOD STUDSINTERIOR NON-BEARINGWALL SECTION1/2" GYPSUM1/2" = 1'-0"P.T. 2 x 4TOP PLATEBOTTOM PLATE2 x 4@ 16" O.C.WALLBOARDSLAB4'' CONC. 1/2" GYPSUMCEILING BOARD2x4 MID-WALL BLOCKINGALL WALLSINTERIOR LOAD BEARING WALLSPACINGFOR STRAPS & BOLTSEE ANCHOR SCHEDULE per plan1/2" DRYWALLBASE PLATE2x4 P.T.2x4 STUDS @ 16'' O.C.w/ 2'' WASHERSANCHOR BOLTSBEARING WALLSCALE: 1/2" = 1'-0"10''TOP PLATESDOUBLE 2x4MID-WALL BLOCKINGALL BEARING WALLSSECTIONS & DETAILS3/4'' T.&G. PLYWOODGLUED & SCREWED2 layers1/2'' DRYWALL OVER 2x6STUDS AT 16'' O.C.INSULATIONMTS207/8'' STUCCO ON GALV.MTL LATH ON 2 LAYERSFELT OR HOUSE WRAP ON1/2'' SHEATHINGDOUBLE 2x6 TOP PLATE2x6 BOTTOM PLATE2x6 BLOCKING1/2'' CEILING RATED GYP. BOARDSCALE: 3/4'' = 1'-0''2ND FLOOR ON GIRDER3OPEN-CELL FOAM INSULATION20'' O.H.125CONCRETE TILE ROOFING ON APPROVEDPEEL & STICK MEMBRANE UNDERLAYMENT ON5/8" PLYWOOD SHEATHING2x6 SUBFASCIA w/6" ALUMINUM FASCIA &ALUMINUM DRIP EDGE24' 0-3/4" A.F.F.SOFFIT:NON-VENTED VINYLreinforced as shown1x41x41x21x212'-0"WALL OPENING UP TO 6' WIDE1/2'' = 1'-0''SIMPSON LSTA36@ EACH SIDE.2x P.T.BOTTOMPLATE2-PLY 2x TOP PLATES2-PLY 2x8 HEADER min.(#2 SPF)1 JACK STUDS& 1 FULL STUD2x @16" O.C.2x @16" O.C.2ND FLOOR on GIRDERSIMPSON LSTA36@ EACH SIDE.SIMPSON LTT20B@ EACH SIDE OFOPENING2x P.T.BOTTOMPLATE2-PLY 2x TOP PLATES2-PLY 2x8 min.HEADER (#2 SPF)1 JACK STUD & 1FULL STUDNEW2x @16" O.C.(10) 10d5''x 1/2'' ANCHOR BOLT2 SIMPSON LSTA36@ EACH SIDE.SIMPSON HTT4 @ EACH SIDEOF 8' WIDE OPENINGS2x P.T.BOTTOMPLATE2-PLY 2x TOP PLATES2-PLY 2x12 HEADER(#2 SPF)2 JACK STUDS & 1 FULL STUD(18) 10d6''x 5/8'' ANCHOR BOLT2x @16" O.C.2x @16" O.C.2x @16" O.C.WALL OPENING OVER 6' WIDE1/2'' = 1'-0''1ST FLOORWALL OPENING UP TO 6' WIDE1/2'' = 1'-0''1ST FLOORSIMPSONMTS20WALL OPENING OVER 6' WIDE1/2'' = 1'-0''(2) SIMPSONLSTA36 @ EACHSIDE.2x P.T.BOTTOMPLATE2-PLY 2x TOP PLATES2-PLY 2x12 HEADERmin. (#2 SPF)2 JACK STUDS& 1 FULL STUD2x @16" O.C.2x @16" O.C.2ND FLOOR on GIRDER(2) SIMPSONMTS202 COURSES OF LINTEL BLOCKw/1 #5 CONT. @ EA. COURSE.(PRE-CAST LINTEL OVEROPENINGS)5/8'' STUCCOPRECAST CONC. SILL12'-0'' A.F.F.4" CONCRETE FLOOR SLAB10'-0"F.F. ELEV. = 0'-0"2'-0"1'-0"1'-0"SCALE: 3/4'' = 1'-0''LIVING ROOM / LANAI WALL SECTION124' 0-3/4" A.F.F.16" LVL BEAM.2 COURSES OF LINTEL BLOCKw/1 #5 CONT. @ EA. COURSE.(PRE-CAST LINTEL OVEROPENINGS)WALL STUDS ARE COLD-FORMED STEEL MEMBERS12 GAUGE (97 MILS) 33 KSI YIELD STRENGTHS-SECTIONS (C-STUD/JOIST) 3-5/8" x 2" (362S200-97)12" O.C.LIGHTGAUGE STEEL FRAMING3/8" x 4" ANCHOR TO CONCRETESIMPSON TITEN HD THD37400HMG (6) #10 TO STUD24" O.C. - AT TRUSS LOACTIONWALL FRAMINGFASTENERS1/2" GYPSUM WALLBOARD EACH SIDETRACKWALL STUDRUNNER TRACK12'' SECTION OF STUDSAME GAUGE AND SIZEAS TRACK.SCREW BOTH ENDS OFRUNNER TRACKS TO SHORT SECTIONOF STUD w/(2) #10 SCREWSON BOTH SIDES.TRACK SPLICE CONNECTIONSTUD TO TRACK CONNECTION#10-16 HWH SCREWON EACH SIDE3-5/8" X 2" STEEL STUD362S200-97 @ 12" O.C.33 mil (20 gauge) 50 ksi steel(8) #10 SCREWS TO STUD(8) 10d NAILS TO TRUSSTRACKPARLOR / FOYER WALLTRACK 362T150-3333 mil (20 gauge)TO CONCRETE1/4" x 2-1/4" TAPCON SCREWS@ 24'' O.C.22x10 / 2x8 BOX BEAM -ATTACH TO MASONRY w/1/2'' x 8'' ANCHOR BOLTS@ 24'' O.C.@ TOP OF DOOR.2x102x102x102x4 BLOCKING@ 24" O.C.T36T35 T37SCALE: 3/4'' = 1'-0''4POCKET SGD HEADERDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDjvmREVISIONS3/18/2020ISSUE DATEMack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986jvmCOPYRIGHT 2020 Joseph V. Motro PEEngineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.S4
MASONRY COLUMNSTOP @ 12'-0'' A.F.F.5'-8"2'-0"1'-434"1'-1012"2'-0"2'-0"1'-9"2'-734"1'-612"2'-0"17'-834"1'-834"1'-1112"1'-5"934"17'-71516"6'-8"3'-1012"1'-10"2'-0"2'-8"1'-5"1'-312"1'-7"2'-0"2'-112"2'-0"2'-0"2'-0"2'-1"2'-412"1'-5"1'-834"6'-0"12'0" clg12'0" clg12'0" clg13'0" clg13'0" clg12'6" clg12'6" clg12'6" clg12'6" clg12'0"12'0" clg4x6 bearing postsee note #3line of 2nd floor above4x8 BEARING POSTT100T101T102T103T104T105T106T107T108T109T110C2C1C4C5T115T116J5J5AC4J6Av1T1141'-1"6'-314"2'-0"16'-11"2'-814"2'-0"6'-0"10'-0"4'-814"2'-0"2'-0"11'-012"12'0" clg13'0" clg12'6" clg12'0" clg12'0" clgC2C3C1C4C5C6J7AJ7KJ7T99C2C3C1J7J7J7J7J7J7AT111T112T113J9T68T69T70T71T72T73T93T94T95T96T977'3" RADIUS5'8"8 RADIUS26'-0"11'-5"10'-8"10'-0"28'-8"18'-0"10'-0"10'-8"58'-0"8'-8"7'-0"2'-0"2'-0"2'-0"2'-0"7'-0"1'-5"6'-8"1'-414"2'-0"2'-0"28'-111516"11916"1'-1112"20'-834"1'-5"5'-7516"20'-834"2'-0"5'-014"2'-2"1'-1"2'-0"2'-0"2'-0"1'-812"2'-0"2'-0"6'-8"2'-0"10'-8"10'-0"17'-4"2'-0"1'-814"2'-334"1'-714"2'-7"1'-5"1'-812"2'-3"2'-334"1'-9"elevator11'0"11'0" clg11'0" clg11'0" clg11'0" clg11'0"11'0" clg11'0" clg11'0" clg11'6" clg11'6" clg11'6" clg11'6" clg12'0" clg12'0" clg12'0"12'0" clg12'0"12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg12'6" clg12'6" clg12'6"12'6" clg12'6" clg12'6" clg12'6" clg11'0" clg11'0" clg11'0" clg11'0" clgshoweraboveshoweraboveshowerabove tubabovetoiletabovetoiletabovetoiletabovetoiletabove8'1'5 RADIUS8'1'5 RADIUSOPEN TO ABOVEOPEN TO ABOVEOPEN TO ABOVEOPEN TO ABOVEOPEN TO ABOVEOPEN TO ABOVE12'0"12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0"top of beam 24' 0-3/4" a.f.f.concrete deckbeam top 12'0" a.f.f.frame down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by othersframe down tray by otherstruss spacing adjusted toavoid can lights throughoutledger to accept plywood frame downceiling by otherswall changer from 4" to 6" tosupport 2nd floor wall abovetop chord of truss dropped for 2x6outlookers to complete radius floortop chord of truss dropped for 2x6outlookers to complete radius floor2x62x62x62x62x62x62x62x6ledger to accept plywoodline of 2nd floor aboveline of 2nd floor aboveline of 2nd floor aboveline of 2nd floor aboveline of 2nd floor aboveline of 2nd floor above2x62x62x62x62x62x62x616" concrete beam, bottom @ 12'-0" A.F.F.16" concrete beam, bottom @ 12'-0" A.F.F.top of 24" deep LVL beam 14'0" a.f.f.bearing wall needed for bearing aboveA/C CHASEA/C CHASEA/C CHASEtrusses spaced to avoidcan lights & align a/c chasetop of ledger 13'9"BEARING WALLLVL-1 43' X 23.875" (3-PLY)8x8 BEARING POST w/12" BEARING FLANGEHGUS26-2HGUS26-2HGUS26-2HGUS26-2ALL HANGERS TO BE SIMPSON HUS-26UNLESS NOTED OTHERWISEtop of 24" deep LVL-2 beam 14'0" a.f.f.LVL-2LVL-3LVL-4LVL-5LVL-6LVL-8LVL-7HGUS26-2HGUS26-2HGUS26-2HHUS-48HHUS-48HGUS5.50/12R=30181#R=9149#A/C CHASEA/C CHASEA/C CHASEA/C CHASEA/C CHASEA/C CHASEA/C CHASEA/C CHASEA/C CHASEA/C CHASEA/C CHASEA/C CHASEINDICATES STEP IN TRUSSFOR RECESS CAN LIGHTINGtop of ledger 13' 8-1/4"top of beam 12'0" a.f.f.top of beam 12'0" a.f.f.top of beam 12'0" a.f.f.top of beam 12'0" a.f.f.:TRUSS NOTES:1. ALL CEILINGS AT 2ND FLOOR EXTERIOR WALLS TO BE 10'0"2. 1ST FLOOR WALL SEPARATING STUDY AND LIVING ROOM TO CHANGER FROM 4" TO 6" WALL.3. WALL GIRDER CANNOT BE TRAYED UP FOR CAN LIGHTS AT HALLWAY SEPARATING MUDROOM FROM PANTRY.4. MASTER TRAY WILL NOT WORK W/ 12" STEP FRAME DOWN TRAY BY OTHERS.5. RADIUS FOYER CEILING CHANGED TO STEP UP @ 6" INCREMENTS6. CAN LIGHTS IN SPORTS AREA TO BE ALIGNED IN BETWEEN TRUSSES \P AFTER ERECTED.7. STEPPED CEILING IN OWNERS SUITE & HALLWAY CHANGED TO 11' TO 11'6" TO 12'0" .8. SPORT COURT WALLS RAISED FROM 20' TO 21'6" A.F.F.T118C2C3C1C1C4C4C5C5C6C6C2AKJ1J1J1C7KJ1C4C5C6KJ7C2C1C4C5KJ4KJ4J4J4C2C1C5C4C6C3AKJ2C2C1C4C5KJ3J3T127C3C1C2C4C5C6KJ8J8J8AT98C1C4AKJ5J5J5J5J5C1KJ6J6J6C1C2C4C5KJ9KJ10J10J10J10C8C9C10C11C13C15KJ11J11J11J11AC8AC10AT20F1F2F3F3F3F3F3F3F3F3F4F5F6F6F7F7F8F8F8F9F9F6F9BF12F12F11AF11AF11AF11AF11AF11AF11AF14F15F15F15F15F15F15F15F15F15F15F15F16F16F16F16F16F17F18F18F17AF17AF17ATF1TF2TF2TF2TF3TF4TF5TF6TF6TF6TF7TF8TF11TF12TF10TF13TF14TF14TF14TF14TF14TF15TF16T58T59T60T61T62T63T64T65T66T19T19T19T19T19AT21T22T23T24T25T26T27T28T29T30T31T32T33T34T35T35T36T37T38T39T40T41T42T43T44T46T46T47T48T45T67T70T70AT70AT70AT70AT70AT74T75T76T77T78T79T80T81T82T83T84T85T86T87T88T89T90T91T92T119T120T121T122T123T124T125T126T128T129T130T130T130T130AT117KJ1C6C5C4C3C2C1J1J1J1J1J1F9AF9AF11F1012'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing23-1/4" FLOOR TRUSSESBOTTOM @ 12'-0"12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing23-1/4" FLOOR TRUSSESBOTTOM @ 12'-0"12'-0'' bearing23-1/4" FLOOR TRUSSESBOTTOM @ 12'-0"12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0''brg12'-0'' bearing12'-0'' bearing7412#9443#HHUS-48415#554#225#398#1817#1886#853#1047#5:125:125:125:125:125:125:125:124:124:12913#613#594#605#4:124:12595#559#870#596#4:122-PLY 2x8 LEDGERBOTTOM @ 12'-0"4:124:121218#1218#449#504#434#481#4:12967#619#12'-0'' bearing908#1542#809#947#1070#1311#108#767#12'-0'' bearing12'-0'' bearing3298#2727#5:125:125:125:125:125:125:125:125:125:12671#513#979#354#611#771#513#1016#917#B2A1META205:12A1META20B1A1META20A1META2012'-0" *WALL HEIGHT A.F.F.14'-0"10'-4" masonry columns24' 0-3/4" wood frame24' 0-3/4" masonry24' 0-3/4" bearing24' 0-3/4" masonry24' 0-3/4" masonry24' 0-3/4" masonry24' 0-3/4" masonry12'-0'' bearing14'-0'' masonry / conc. tie-beam24' 0-3/4" masonry14'-0'' masonry24' 0-3/4" bearingB1B1B2B2B1A2B5A1A1A1A1A1A1A112'-0'' bearingtop of ledger 13' 8-1/4"D1D1BOTTOM OF LINTEL@ 19'-4" A.F.F.BOTTOM OF LINTEL@ 19'-4" A.F.F.BOTTOM OF LINTEL@ 11'-8" A.F.F.BOTTOM OF LINTEL@ 12'-0" A.F.F.BOTTOM OF LINTEL@ 12'-0" A.F.F.24" concrete beam,bottom @ 12'-0" A.F.F.3-ply 1-3/4" x 7-1/4"LVL beam,bottom @ 12'-0" A.F.F.concrete deckconcrete deck14'-0'' masonry / conc. tie-beam2-PLY 1-3/4" x 20" LVL BEAMSTOP @ 12'-0" A.F.F.top @ 10'-4"24'' MASONRY COLUMNSw/ (4) #5 BARS VERTICALTOP @ 10'-4'' A.F.F.4-PLY 1-3/4" x 20" LVL BEAMSTOP @ 12'-0" A.F.F.2-PLY 1-3/4" x 20" LTOP @ 12'-0" 22' 8-3/4" masonry columnsMASONRY COLUMNTOP @ 22' 8-3/4'' A.F.F.16" CONCRETE BEAMBOTTOM @ 12'-0" A.F.F.16" CONCRETE BEAMBOTTOM @ 12'-0" A.F.F.16" CONCRETE BEAMBOTTOM @ 12'-0" A.F.F.MASONRY COLUMNSTOP @ 12'-0'' A.F.F.top @ 10'-4"top @ 10'-4"A5B6B3B2A1META20A1META20A1META20B4B1B4B4B1B1B7A3A1META20B2B2A1A1A1A1A1A1META20META20META20B5B5B4B4B4B4B4B5A2w/ MIN. 4'' BEARINGLINTEL LENGTH OFTYPE LINTELL15'4''L3L2L6L5CONCRETE LINTEL SCHEDULEPRE-CAST 8''x8'' U-LINTELSPLACE (1) #5 BAR IN PRECAST LINTELS OVEROPENINGS GREATER THAN 5 FEET WIDE.3'6''L47'6''11'4''4'6''L1L1L1L1L1L1L1L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L3L36'6''L4L4L4L5L5L5L5L5L5L513'4''L7L9L821'4''17'4''L6L7L7L6L8L9B51st FLOOR ROOF FRAMING LAYOUT - 1SCALE: 1/4" = 1'-0"210'-0"148'-8"21'-6"24' 0-3/4" masonryMETA20META20META20META20META20HHETA20META20META20HHETA20A2A2C5C6META20META20HDQ8791#692#MGTA2HHETA204-PLY 1-3/4" x 14" LVL HEADERTOP @ 12'-0" A.F.F.4-PLY 1-3/4" x 14" LVL HEADERTOP @ 12'-0" A.F.F.8x8 post each side of opening(4) 2x8 studsC1C3D124'' MASONRY COLUMNSw/ (4) #5 BARS VERTICALTOP @ 10'-4'' A.F.F.C1C1C1595#C71S31S31S3C2C3C3SURC410SURC4102ply 2x82ply 2x81S7PA23PA23PA23PA23HUCB5B5B2B22-PLY 2x6 BLOCKINGBETWEEN TRUSSES1/2'' GYPSUM BOARD DRAFTSTOPPINGIN FLOOR SYSTEM - FBC R302.12STEEL STUDS @ 12" O.C.(362S200-97)2x6 WALLMATCH LINEMATCH LINE4S32S31S42S44S4HUCHHETA20HUCTop of masonry 13'-0" A.F.F.Top of masonry 13'-0" A.F.F.DRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDjvmREVISIONS3/18/2020ISSUE DATEMack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986jvmCOPYRIGHT 2020 Joseph V. Motro PEEngineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.S5
P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P11'-1"4'-814"2'-0"2'-0"11'-012"12'0" clg13'0" clg12'6" clgT68T697'-0"2'-0"2'-0"8'-0"2'-0"9'-0"6'-112"A.H.U. HANGINGFROM B/C OF TRUSS16'-5116"7'-0"8'-0"2'-0"9'-0"6'-112"A.H.U. HANGINGFROM B/C OF TRUSST6T4T6T3T5T1T216'-5116"7'-0"7'-0"2'-0"9'-0"6'-112"8'-0"2'-0"8'-0"2'-0"9'-0"6'-112"A.H.U. HANGINGFROM B/C OF TRUSST1T2T3T4T5T6T6T6T6T6T61'-7316"2'-0"5'-014"2'-2"1'-1"2'-0"10'-8"12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg12'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg13'0" clg12'6" clg12'6" clg12'6" clg12'0"truss spacing adjusted toavoid can lights throughouttray down ceiling by otherstray down ceiling by othersALL CAN LIGHTS IN SPORTS COURTTO BE ALIGNED NEXT TO TRUSSES AFTERTHEY ARE ERECTED.ALL CAN LIGHTS IN SPORTS COURTTO BE ALIGNED NEXT TO TRUSSES AFTERTHEY ARE ERECTED.A.H.U. HANGINGFROM B/C OF TRUSSPIGGYBACKSPIGGYBACKSPIGGYBACKSPIGGYBACKSHGUS26-2L-6LVL-8LVL-7HGUS26-2LVL-8top of beam 12'0" a.f.f.21'-6" FLAT CEILING21'-6" FLAT CEILING21'-6" WALL HEIGHTS21'6" WALL HEIGHTS21'6" WALL HEIGHTSKJ10J10J10J10C8C9C10C11C13C15KJ11J11J11J11AC8AC10AT20KJ12J12J12J12J12J12C16C17C18C19C20C21T6T6T6T6T6T6T5KJ12J12J12J12J12J12C18C16C17C21C19C20T6T6T6T6T6T6T6T6T6T6KJ12J12J12J12J12J12C18C16C17C21C19C20T1T3T5T2T4KJ12J12J12J12J12J12C16C17C18C19C20C21T3T2T1T4T7T7T8T8T9T9T10T10T11T12T13T12T12T12T12T12T12T12T12T12T12T12T12T12T12T12T12T12T12T12T12T12T13T12T11T49T49T49T50T51T51T51T52T53T54T55T56T57T58T59T60T61T62T63T64T65T66T19T19T19T19T19T19T19T19T19T19T19T19T19T19T19T19T19T19AT21T22T23T24T67T70T70A1'-7316"1'-7316"12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing12'-0'' bearing5:125:125:12944#408#5:1221'-6'' bearing21'-6'' bearing21'-6'' bearing21'-6'' bearing21'-6'' bearing21'-6'' bearing6714#6787#912#912#6787#6714#944#944#944#408#4:12203#162#4:124:12913#613#364#1105#279#510#917#292#4:124:124:124:121218#1218#449#504#B2B2A4A1A1META20HGT4META20A4A1A1META20HGT4META20A4A1META20HGT4A4A1META20HGT4A1META20A1META20A1META20A1META20LINTELS @ SPORT COURT ARE@ 1ST & 2ND FLOOR HEIGHTS8'-0" A.F.F. & 18'-0" A.F.F.top @ 10'-4"24'' MASONRY COLUMNSw/ (4) #5 BARS VERTICALTOP @ 10'-4'' A.F.F.0" LVL BEAMS-0" A.F.F.2-PLY 1-3/4" x 20" LVL BEAMSTOP @ 12'-0" A.F.F.2-PLY 1-3/4" x 20" LVL BEAMSTOP @ 12'-0" A.F.F.top @ 10'-4"top @ 10'-4"L1L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L2L5L5L8C1C1C1C121'-6" WALL HEIGHTSC7PA23PA23PA23PA23MATCH LINEMATCH LINE3S3DRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDjvmREVISIONS3/18/2020ISSUE DATEMack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986jvmCOPYRIGHT 2020 Joseph V. Motro PEEngineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.1st FLOOR ROOF FRAMING LAYOUT - 2SCALE: 1/4" = 1'-0"S6
4'-0"11'-112"2'-0"1'-512"2'-0"1'-10"2'-0"1'-10"2'-2"22'-0"14'-0"10'-0"22'-0"2'-0"7'-0"2'-0"17'-8"6'-114"2'-0"5'-0"16'-0"6'-0"6'-0"5'-914"FLAT ROOF DECK10'0"10'0" clg24'0 3/4" clg24'0 3/4" clg24'0'12STEP TO 10'6"STEP TO 10'6"STEP TO 11'0"10'0" clg10'0" clg10'0" clg10'0" clg10'0" clg10'0" clg10'0" clg10'0" clg10'0" clg11'0" clg11'0" clg11'0" clg11'6" clg11'6" clg11'6" clg11'6" clg11'6" clg11'0" clg12'0" clgHGUS26-2HGUS26-2LVL-14LVL-15C22C23C24C26C27J13J13AJ13AJ13BT174T175T176T177T178T179T180T181T180T178T179AT182T183T184T185T186C22C25KJ15C32C33C22C22C25KJ14KJ14C28C29C29C28C30C31C30AC31AJ14J14C25AC27C25C26J20J20J15J15J15T187K J 2 2
KJ23C60C61C62C63C64J22J22J22T134T134T134T135T136T137T138T139T140T141T142T143T144T145T146T147T148T149T150T151T152T153T154T165T166T167T168T169T170T171T172T173T188A.H.U.18'-0"27'-8"6'-114"9'-0"5'-412"3'-412"3'-6"7'-0"2'-412"1'-0"13'-10"11'-8"5'-012"2'-0"5'8"8 RADIUS10'0" clg10'0"10'0" clg24'0 3/4" clgELEVATOR10'0" clg10'0" clg10'0" clg10'0" clg10'0" clg10'0" clg10'0" clgbearing postCAN LIGHT24'6 3/4" clg24'6 3/4" clg25'0 3/4" clg25'0 3/4" clg25'6 3/4" clg25'6 3/4" clg11'0" clg11'0" clg11'0" clg11'0" clg11'6" clg11'6" clg11'6" clg11'6" clg12'0" clgtop of beam 13'6"HGUS26-2HGUS26-2LVL-9LVL-10LVL-10LVL-11LVL-13HGUS26-2HGUS26-3LVL-12C25KJ13J13J13AJ13AJ13AC22C25KJ18KJ18C40C43C25A C22AC43AC40AT193T194C24C22C23KJ20C22C23C25C26KJ17KJ16KJ16J16J16J16J16J16J16J16C34C34C35C35C36C36C37C38C39C38C37C39T199T200T201T202T203T205T208T209T210T211T211T212T213T214T204T204T206C25C22C26KJ19C23AJ18J19C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59J21J21J21AKJ21K J 2 1
KJ22KJ23C65C66C67C68C69J22J22J22T131T132T133T131AT155T156T157T158T159T160T161T162T163T164T189T190T191T192T195T196T197T1981392#1419#5:125:12697#702#3315#3232#1559#824#5:125:125:1224' 0-3/4" bearing24' 0-3/4" bearing24' 0-3/4" bearing24' 0-3/4" A.F.F.1171#1514#329#1471#221#1886#1817#9629#418#631#1154#1254#664#1270#928#922#5600#4209#2513#2515#880#2828#898#3684#1725#1309#501#197#1420#24' 0-3/4" bearing24' 0-3/4"bearing24' 0-3/4" bearing24' 0-3/4" bearing554#24' 0-3/4" bearing24' 0-3/4" bearing924#924#2-PLY 2x12 BEAMSTOP @ 24' 0-3/4"2-PLY 2x12 BEAMSTOP @ 24' 0-3/4"5:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:1224' 0-3/4" bearing24' 0-3/4" masonry2-PLY 1-3/4" x 16" LVL BEAMSTOP @ 24' 0-3/4" A.F.F.2-PLY 1-3/4" x 16" LVL BEAMSTOP @ 24' 0-3/4" A.F.F.2-PLY 1-3/4" x 16" LVL BEAMSTOP @ 24' 0-3/4" A.F.F.C7C75'-1012"BOTTOM OF LINTELS@ 22' 0-3/4" A.F.F.A1A1A2A2BOTTOM OF LINTEL@ 19'-4" A.F.F.BOTTOM OF LINTEL@ 21'-4" A.F.F.BOTTOM OF LINTEL@ 20'-0" A.F.F.24' 0-3/4" masonry24' 0-3/4" masonryBOTTOM OF LINTEL@ 19'-4" A.F.F.E1E5E3E2E2E1E1E1A1META20A1META20E1E4J1E4F2A1META20A1META20E6E1F1E1G2G1MASONRY COLUMNSTOP @ 22' 8-3/4'' A.F.F.22' 8-3/4" masonryL3L3L5L2L2L5L5L5L7C2C2G4C2C3aC3C2C2META20META20HHETA20G1G3G3G1G1G2G2E8C2C412" ROUND CONCRETECOLUMNSw/ (4) #5 BARS VERTICALTOP @ 23' 1-1/2'' A.F.F.C2C2C2C4500#367#2-PLY 2x12 BEAMTOP @ 26' 6-3/4" A.F.F.25' 6-3/4" A.F.F.top of wall 11'6"top of wall 10'0"H1top of beam @ 11'-6"26' 6-3/4" A.F.F.F12ND FLOOR ROOF FRAMING LAYOUTSCALE: 1/4" = 1'-0"BOTTOM OF LINTEL@ 20'-0" A.F.F.CRICKET VALLEY5:12F1HHETA20MASONRY COLUMNSTOP @ 22' 8-3/4'' A.F.F.3-PLY 1-3/4" x 11-7/8"MBHAHUCMBHAMBHA24' 0-3/4" frame24' 0-3/4" frameWALL HEIGHT A.F.F.24' 0-3/4" wood frame24' 0-3/4" masonry22' 8-3/4" masonry columns1S31S31S7HHETA20HHETA20HHETA20HHETA20HHETA20HHETA20HHETA20HHETA208x8 post each side of opening3280#E7BEAM POCKETSTEEL STUDS @ 12" O.C.(362S200-97)4S31S4MASONRY COLUMNSTOP @ 22' 8-3/4'' A.F.F.HHETA20G113'-4"14'-0"12'-0"SCALE: 3/4'' = 1'-0''GUEST SUITE / OWNERS SUITE SECTION124' 0-3/4"22' 8-3/4''1/2'' DRYWALL OVER2x6 STUDS AT 16'' O.C.R-19 INSULATION7/8'' STUCCO ON GALV.MTL LATH ON 2 LAYERSFELT OR HOUSE WRAPON 1/2'' SHEATHING2x6 BLOCKING2-PLY 2x8 LEDGERTOP @ 13' 8-1/4"DOUBLE 2x6 TOP PLATE125CONCRETE TILE ROOFING ON APPROVEDPEEL & STICK MEMBRANE UNDERLAYMENT ON5/8" PLYWOOD SHEATHING2-PLY 16" LVL BEAM2 LAYERS 3/4'' T.&G. PLYWOODGLUED & SCREWEDCONCRETE BEAM8''w x 16''d2 #5 Bars on top & bottom.#3 Stirrups @ 10 inches O.C.CONCRETE BEAM8''w x 12''d2 #5 Bars on top & bottom.#3 Stirrups @ 12 inches O.C.CONCRETE SLAB5-1/2'' thick#4 Bars @ 12" O.C. each wayGUEST SUITEOWNERS SUITEPATIOPATIO24"x24"MASONRYCOLUMN8"MASONRYCOLUMN23-1/4" FLOOR TRUSSES13'-0"NOTES:RAFTERS & RIDGE BOARDS PER FRAMING SCHEDULE.VALLEY FRAMING DETAILHAVE 2x4 COLLAR TIE AT 1/2 SPAN (UP TO 16'-0")RAFTERS LENGTHS OVER 10'-0" CLEAR SPAN TOUSE 2x6 BRIDGING AS SHOWN WHEN MAIN TRUSS IS NOTATTACH LOWER END OF RAFTER USING SIMPSON LSTA12.LOCATED UNDER RAFTER.RAFTER ATTACHMENTHORIZ. SPAN TO RIDGE BOARD0'-0" / 4'-0" (2) 16d TOE NAILS4'-1" / 8'-0" (4) 16d TOE NAILS(2) 16d TOE NAILS &8'-1" / 12'-0" (1) (SIMPSON) H2.5AHURRICANE CLIP(2) 16d TOE NAILS &12'-1" / 16'-0" (2) HURRICANE CLIP(3) 10d NAILSEACH END TYP.TRUSSES BELOWCOLLAR TIELSTA12 @ END OF EACHFRAMING MEMBER (TYP)OF VALLEY FRAMING2x6 BRIDGING @ ENDMEMBER (TYP)(SIMPSON) H2.5ADRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDjvmREVISIONS3/18/2020ISSUE DATEMack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986jvmCOPYRIGHT 2020 Joseph V. Motro PEEngineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.S7
WINDOWZONEMax MinWind Press. (psf)COMPONENT & CLADDING PRESSURESDOORZONEMax MinWind Press. (psf)FASTEN TO TRUSSES w/ #6 x 1-1/4'' TYPE W OR S SCREWS @ 6'' O.C.BLOCK ALL PANEL EDGES.SOFFITWALLS ROOFa=12.4'29.7 -41.6HGT4LOADS CALCULATED PER ASCE 7-10. ALL EXTERIOR WALLS ARE DESIGNED AS SHEARWALLS.FLOOR LIVE LOAD 40 psfFLOOR DEAD LOAD 15 psfDESIGN CRITERIARESIDENTIAL OCCUPANCY GROUP R-3 WIND EXPOSURE CATEGORY CTYPE CONSTRUCTION V-B RISK CATEGORY CATEGORY IIULTIMATE WIND SPEED V INTERNAL PRESSURE COEFFICIENT GcpiDESIGN WIND PRESSURE q zENCLOSED +0.18 / -0.18 psfMEAN ROOF HEIGHT 31 ft.SOIL BEARING CAPACITY 2000 psfROOF SLOPE 4/12, 5/12CMU COMPRESSIVE STRENGTH 2000 psiROOF LIVE LOAD 20 psfCONCRETE COMPRESSIVE STRENGTH - (MINIMUM)ROOF DEAD LOAD 25 psf PADS & FOUNDATIONS 2500 psi BEAMS AND DOWNPOURS 3000 psiREINFORCING STEEL GRADE 40160 mph33.06 psfultNOMINAL WIND SPEED V 123.9 mphasdDESIGN COMPLIES w/ FBC 6TH EDITION (2017) - RESIDENTIAL.5 38.0 -50.23030 FG 4 39.0 -42.33040 FG 5 38.5 -51.32020 FG 5 39.0 -52.23090 FG 4 36.5 -39.86020 FG 4 38.5 -41.96060 FG 4 35.8 -39.15050 FG 5 36.7 -47.63680 FG 4 36.4 -39.76080 FG 5 35.0 -44.34050 FG 4 37.3 -40.63080 5 36.8 -47.830100 4 36.2 -39.5(2) 2680 5 35.5 -45.2(2) 3010 4 34.5 -37.84 33.2 -36.54 32.7 -36.04 31.4 -34.74 32.0 -35.34 33.7 -37.04 32.2 -35.62040 FG 5 39.0 -52.23660 FG 4 37.1 -40.4(3) 3050 FG 4 35.2 -38.5(2) 3080 4 35.0 -38.36046 FG 4 36.5 -39.83050 csmt(2) 3010 w/lites120100 sgd200100 sgd160100 sgd10'x8' ohgd18'x8' ohgdCOLUMNS & BEAMSTRUSS TO BEAMBEAM ON COLUMNPATIO BEAM ONC1(ONE FOR EACH BEAM)MASONRY COLUMN(12) 10dPA23SCHEDULESExterior cement plaster, lathe, flashing & stucco stop shall comply with ASTM C 926 & ASTM C 1063.Stucco over sheathed wood is a three coat system w/ minimum plaster thickness of 7/8''. Lathe shallbe nailed over two layers of 15# felt or approved housewrap.Stucco over masonry is a two coat system w/ minimum plaster thickness of 1/2''.Provisions for drainage must be provided at the bottom of stucco wall coverings. (Not for masonrywalls) A stucco control joint with weeps shall be installed where dissimilar base materials meet, suchas wood frame construction over first story masonry.WOOD BEAM SCHEDULEFLITCH 2x BEAMS W/ 1/2'' PLYWOODBEAM SIZE in.# OF PLIESSUPPORTGRADE & SPECIESREMARKSWOOD BEARING NAIL HEADER STUDS TOGETHER w/ 12d NAILS @ 12'' O.C.WALL HEADERS NAIL HEADERS TOGETHER w/ 2 ROWS OF 12d NAILS @ 12'' O.C. BEAMS2 x 6 P.T. WOOD BUCKSANCHOR BOLTS - (4) 1/2'' BOLTS @ 32'' O.C. max.TO BLOCK WALLEACH SIDE OF DOOR OPENINGFOR GARAGE DOOR(INSTALL GARAGE DOOR PER MANUFACTURER'S INSTRUCTIONS.)ROOFPROVIDE BLOCKING FOR BEARING AT RAFTER TAILS.HAND FRAMINGLSTA12STRAP ROOF FRAMING TOGETHER ACROSS TOP OF RIDGE.ABOVE TRUSSES(10) 10d CONNECT TO TRUSSES BELOW WITH SAME TYPE STRAP.1-1/2'' NAILS MAY BE USED ON CONNECTORS IN ALL 2x MEMBERSNAILS IN PRESSURE-TREATED LUMBER EXPOSED TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL.WB1RETROFITIF META STRAP IS SET IN TIE-BEAM 1/8'' TO 1-1/2'' FROM TRUSS, USE BLOCKING TO FILL GAP.IF STRAP IS 1-1/2'' FROM TRUSS, TIE-DOWN TRUSS AS FOLLOWS:STRAP UPLIFT REPLACEMENT STRAP TO TRUSS STRAP TO TIE-BEAMMETA20 < 1045# HTSM20(8) 10d (4) TAPCON SCREWS, 1/4'' x 2-1/4'' < 2095# (2) HTSM20Wedge anchors - minimum 5'' edge distance - 4'' embedmentMay not use at edge of slab. Can use at stepdown footing if anchorpenetrates at least 4'' below elevation of lower slab.Epoxy bolts or epoxied threaded rod - minimum 1-3/4'' edge distance.May use at edge of slab or at stepdown.4'' minimum embedment from top of upper slab.Titen HD / Screw anchor - minimum 1-3/4'' edge distance.May use at edge of slab or at stepdown.4'' minimum embedment from top of upper slab.Embedded anchor bolt / J-bolt - minimum 1-3/4'' edge distance.May use at edge of slab or at stepdown.7'' minimum embedment from top of upper slab.ANCHOR BOLTS2 x 8 2 #2 Y.P. DOOR & WINDOW HEADER2x4/6w/ 1-1/4'' MIN. PENETRATION @ 16'' O.C. or TAPCON SCREWSProvide a non-hardening caulk sealant in sufficient quantity to provide a waterproof seal between thewindow or door frame and the surrounding construction.Maximum gap of 1/4'' between the window or door frame and the wood buck.A structural shim shall be located and applied in the correct thickness.USE 1x3 BUCK AND FASTEN THROUGH WINDOW FRAME OR DOOR JAMB & BUCK TO MASONRY. or TAPCON SCREWS or TAPCON SCREWS TAPCON SCREWS 1x BUCK w/ 1-1/4'' MIN. PENETRATION @ 24'' O.C.w/ 1-1/4'' MIN. PENETRATION @ 24'' O.C.w/ 1-1/4'' MIN. PENETRATION @ 16'' O.C.1/4'' x 2-3/4''1/4'' x 2-1/4''3/16'' x 2-1/4''ORATTACH DOORS & WINDOWS TO BUCKS PER MANUFACTURER'S INSTRUCTIONSATTACH 2x4 BUCK TO MASONRY WITH FASTENERS LISTED.WINDOW & DOOR ATTACHMENT TO MASONRY HILTI PINS X-ZF 72 P8S36 2x BUCK w/ 1'' MIN. PENETRATION @ 16'' O.C.3/16'' x 2-3/4''0.145'' x 2-7/8'' Where there is more than 1-3/4'' between the door or window frame and the masonry, add an additionalbuck so that the gap to the frame is no more than 1/4”. Attach additional buck to the first one with 10d nailsat 6” from each end and 16” O.C.WB4PER PLANTRUSS ANCHORNTSPATIO BEAMSMTS/HTSH2.5ASIZE2x42x62x8FRAMING SCHEDULELAP TOP PLATES 48'' MIN. & NAIL w/ 12 - 10d NAILS @ 10'' O.C.LAP TOP PLATE CORNERS AND NAIL w/ 3 - 10d NAILS. CONVENTIONALFRAMINGTOP PLATE SPLICEROOF< 6'6'-9'9'-12'LOCATIONDOUBLE TOP PLATESRIDGE 2'' LARGERGRADE & SPECIES#2 SPF#2 SPF16'' O.C.24'' O.C.SPACINGREMARKS2 x 4INTERIOR BEARING WALLSMETA20535#605#SP2SP1TRUSS TO TOP PLATESTOP PLATES TO STUDSP2(12) 10d16'' O.C.F1TRUSSES2ND STORY WOOD FRAME WALL ON FLOOR TRUSSESBOTTOM PLATE TO FLOOR TRUSS24'' O.C.MTS20(14) 10dPA23DOUBLE TOP PLATES#2 SPF16'' O.C.2 x 6EXTERIOR BEARING WALLSWB2 2 x 12 2 #2 Y.P. HEADER OVER 6' WIDEF2TRUSSES - LONGPA23LTT20B(10) 10d 1/2" x 4" ANCHOR BOLT1 STORY WOOD FRAME BEARING WALLSTRUSS TO TOP PLATESTOP PLATES TO STUDBOTTOM PLATE TO FOUNDATIONSP21/2'' ANCHOR BOLT(12) 10d48'' O.C.& w/in 6'' OF OPENINGSB1H2.5ATRUSSES(10) 8dBOTTOM PLATES TO STUDSP1(10) 10d32'' O.C.GIRDERSB52ND STORY WOOD FRAME WALL ON GIRDER OR BEAMTRUSS TO TOP PLATESTOP PLATES TO STUDE1TRUSSESBOTTOM PLATES TO STUDSTUD TO GIRDER BELOWMTS12(12) 10d2x4/6@ 16'' O.C. ''LADDER TYPE'' 9 GAUGEHOT-DIPPED GALVANIZEDThe code requirements for mortar joints in load-bearing masonry is 3/8” in thickness. With the allowabletolerances, the head joint may be 1/8” to 3/4” and the bed joint 1/4” to 1/2”.In locations where the tolerances are exceeded, pour the adjacent cell with concrete. Additional steel is notrequired.HTTLTT20BANCHOR AND TIE-DOWN CONNECTION SCHEDULEALL CONNECTORS ARE BY ''SIMPSON STRONGTIE'' UNLESS OTHERWISE DESIGNATED.LOCATION:CONNECTORS:TRUSSES & GIRDERS ON MASONRY TIE-BEAMSA1TRUSS ON MASONRY WALLTRUSSES (TYP)(8) 10dMETA20A2GIRDERA332'' O.C.BOTTOM PLATES TO STUDSP1(10) 10d16'' O.C.SP21/2'' ANCHOR BOLT(12) 10d24'' O.C.& w/in 6'' OF OPENINGSB2HTS20TRUSSES - LONG(18) 10dSP1(10) 10d16'' O.C.16'' O.C.GIRDERSGIRDER TO STUDSSTUDS TO FOUNDATIONB4LTT20B(10) 10d4''x 1/2'' ANCHOR BOLTHTS20(20) 10dHTT4(18) 10d6''x 5/8'' ANCHOR BOLT(2) HTS20(20) 10dMTS12(12) 10d(2) MTS12(12) 10d1 SIMPSON SDWC15600 TRUSS SCREW MAYBE USED INSTEAD OF H2.5A, SP1 or SP2.2 SIMPSON SDWC15600 SCREWS MAY BEUSED INSTEAD OF MTS20 FOR 2ND FLOORBOTTOM PLATE TO FLOOR TRUSSDesign loads are calculated by the engineer of record using the criteria appropriate for the locationand the building. The loads noted on these plans take precedence over those listed elsewhere.This building has been evaluated as an enclosed structure. Exterior glazing shall be impact resistant orprotected with an impact resistant covering meeting the requirements of the Large Missile Test ofASTM E 1996 & ASTM E 1886 & ASTM E 1996, SSTD 12, or TAS 201, 202 & 203.SHEATHINGWALL SHEATHING -NAILING - 8d - 4'' O.C. EDGES, 4'' O.C, TOP & BOTTOM, 12'' O.C. FIELDVERTICAL JOINTS OF SHEATHING SHALL OCCUR OVER STUDS & HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKINGROOF SHEATHING -NAILING - 8d RING-SHANK - 4'' O.C. @ ROOF PERIMETER, 6'' O.C. PANEL EDGES, 6'' O.C. FIELD15/32'' PLYWOOD SHEATHING - 32/16 SPAN RATINGPATIO, BALCONY &FLOOR SHEATHING - 23/32'' T & G SHEATHING (3/4'' NOMINAL) 2- LAYERSGLUED & FASTENED WITH RING- OR SCREW-SHANK NAILS, 8d minimum OR w/ #8 x 2'' min. SCREWS @ 6'' O.C. AT SUPPORTED EDGES & 8'' O.C. AT INTERMEDIATE SUPPORTS19/32'' PLYWOOD SHEATHING - (5/8'' NOMINAL)ENTRY CEILINGS - SP2(12) 10d16'' O.C.E2TRUSSES - LONGSP1(10) 10d16'' O.C.MTS20(12) 10d16'' O.C.(2) MTS12(12) 10d2ND STORY WOOD FRAME WALLS OVER MASONRYTRUSS TO TOP PLATESTOP PLATES TO STUDBOTTOM PLATE TO TIE-BEAMSP21/2'' ANCHOR BOLT(12) 10d32'' O.C.& w/in 6'' OF OPENINGS16'' O.C.G1TRUSSESBOTTOM PLATES TO STUDSP1(10) 10d16'' O.C.MTS12(12) 10dG3GIRDER "T138"STUDS TO TIE-BEAMHTT4(18) 10d6" x 5/8'' ANCHOR(do not use a wedge anchor)(3 STUDS)MGTNTSMGT(22) 10d5/8'' EPOXY BOLT - 6'' EMBED.(do not use a wedge anchor)HDQ87/8" EPOXY ANCHOR - 6" EMBED. in 1" HOLE(20) 1/4" x 3" SDS SCREWSHDQA4(do not use a wedge anchor)BEAM TO SIDE OFMASONRY COLUMNC2C32 STORY WOOD FRAME WALLTRUSS TO TOP PLATESTOP PLATES TO STUDSP2(12) 10d16'' O.C.H1TRUSSESBOTTOM PLATES TO STUDSP1(10) 10d16'' O.C.HTS20(18) 10d1ST FLR STUD TO 2ND FLR STUDLSTA24(12) 10d16'' O.C.BOTTOM PLATE TO TIE-BEAM1/2'' ANCHOR BOLT32'' O.C.& w/in 6'' OF OPENINGS2ND FLOOR1ST FLOORNAIL WITH 16d NAILS @ 12'' O.C. IN TWO ROWS, STAGGEREDE3BEAM OVER OPENING5/8'' DENSGLASS EXTERIOR SHEATHING BOARDWB3 2 x 12 2 #2 Y.P. ENTRY BEAMS2x4/6CONCRETE BEAM SCHEDULEBEAM TOP SIZE (in.) BOTTOM TOPREMARKSTYPE OF BEAM WxD BARS BARS TYPICAL TIE-BEAM - 2 COURSES MASONRY U-BLOCKSW/ PRE-CAST U-LINTEL OVER OPENINGSCB424' 0-3/4'' 8 x 16 1 - #5 1 - #52-STORY WALLINTERMEDIATE BEAM - 1 COURSES MASONRY U-BLOCKSTOP BEAM - 2 COURSES MASONRY U-BLOCKS13'-8'' 8 x 8 - 1 - #58 x 16 1 - #5 1 - #5CB1CB212'-0''14'-0''PLACE (1) #5 BAR IN PRECAST LINTELS OVER OPENINGS GREATER THAN 5 FEET WIDE.HORIZONTAL JOINT REINFORCING - @ 16'' O.C. ''LADDER TYPE'' 9 GAUGE HOT-DIPPED GALVANIZED(11) 10dHHETA20HGT-4(16) 10d(2) 3/4" ALL-THREAD w/EPOXY, 6" EMBED. in 7/8" HOLEON WALL@ SPORT COURT"T7" GIRDERON WALL"TF8" GIRDERHGT4A5ON WALL"T97" GIRDERLVL-1 ON HEADER(EACH SIDE OF OPENING)(2) MSTA36(26) 10dPOST TO FOUNDATIONHEADER TO POSTB3HTT4(18) 10d6''x 5/8'' ANCHOR BOLTBEAM ON HEADER4-PLY 1-3/4" x 14" LVL HEADER8x8 post each side of opening(2) LGT4(16) 1/4" x 3" SDS screws in beam(26) 1/4" x 3" SDS screws in header(use 1x blocking)B6HTT4(18) 10d6''x 5/8'' ANCHOR BOLTLGT3(16) 1/4" x 3" SDS screws in girder(26) 10d in studs(4) 2x8 studsGIRDER "T97"MSTI60(2) MSTI60(48) 10d in each strapHHDQ11(24) 1/4" x 2-1/2" SDS SCREWS1" ANCHOR 8" EMBED. in 1-1/8" HOLE(EPOXY - do not use a wedge anchor)B78x8 postGIRDER "T97"POST TO FOUNDATIONGIRDER TO POSTTF8SIMPSON MSTI608x8 POSTSIMPSONHHDQ11(18) 1/4''x 2 3/4'' TAPCONS IN WALLHUC412(8) 10d IN BEAMMTS12(14) 10dTRUSS TO LEDGERLEDGER TO MASONRY WALL1/2'' x 8'' ANCHOR-BOLTS @ 24'' O.C.LEDGERSLEDGER @MASONRY WALLMTS12(14) 10dD1FRONT PORCH BEAMON MASONRY COLUMN(11) 10dHHETA20(ONE FOR EACH BEAM)BEAM TO MASONRYOR WALLBEAM TO WALLSURC410(6) 16d(10) TAPCON SCREWS, 1/4'' x 2-3/4'' TO WALLBEAMTO WALL @ 45C5SURC410BEAM TO BEAMSURC410(6) 16d IN 45 BEAMBEAMTO BEAM @ 45C6GIRDER ON BEAM(2) HTS12(18) 10dC73/4'' ANCHOR BOLT IN TOP AND BACK OF HANGERMBHA3.56/11.25(14) 10d IN BEAM6-3/4'' EMBED (DO NOT USE WEDGE ANCHOR)BEAM TO SIDE OFMASONRY WALL C4@ ENTRY(14) 16d IN CARRYING BEAM(EACH SIDE OF OPENING)BEAM TO FOUNDATIONHTT4(18) 10d to beam5/8'' ALL-THREAD ROD TO FOUNDATIONTRUSS ON BEAM(2) MTS12(12) 10dEPOXY EMBED 6"8x8 postE4GIRDER "T199" (EACH SIDE OF OPENING)GIRDER TO FOUNDATION7/8'' ALL-THREAD ROD TO FOUNDATIONEPOXY EMBED 6"4 STUDSHDQ8(20) 1/4" x 3" SDS SCREWSHHDQ11(24) 1/4" x 2-1/2" SDS SCREWSGIRDER TO FOUNDATION(EACH SIDE OF OPENING)1'' ALL-THREAD ROD TO FOUNDATIONEPOXY EMBED 6"E5GIRDER "T173" 8x8 postE6GIRDER "T197"GIRDER TO STUDS(2) HTS20(20) 10d3 STUDSSTUDS TO FLOOR GIRDER(2) HTS20(20) 10dE7GIRDER "T197"on beamE8GIRDER "T189"GIRDER ON BEAM4 STUDSSTUDS TO FLOOR GIRDERMGT(22) 10d to girder5/8'' all-thread - MGT to MGTMGT(22) 10d to girderMTS20(14) 10d&LGT2(30) 10d GIRDER ON BEAMG2TRUSSES - LONG(2) MTS12(12) 10dGIRDER TO STUDSHTS20(18) 10d&LGT2(30) 10d G4PATIO BEAM(BEAM POCKET)(2) HTS20(18) 10dBEAM TO STUDSSTEEL STUD WALLTRUSS TO STUDJ1TRUSSESDTT1Z3/8" x 4" ANCHOR TO CONCRETESIMPSON TITEN HD THD37400HMG (6) #10 TO STUDH10S(8) #10 SCREWS TO STUD(8) 10d NAILS TO TRUSSSTUD TO FOUNDATION NTSGIRDER "TF8"B7CB321'-6'' 8 x 16 1 - #5 1 - #5SPORTS COURT WALLSINTERMEDIATE BEAM - 2 COURSES MASONRY U-BLOCKSTOP BEAM - 2 COURSES MASONRY U-BLOCKS12'-0'' 1 - #58 x 16 1 - #58 x 12 2 - #5 2 - #5GUEST SUITE - CAST-IN-PLACE CONCRETESEE SECTION 1/S7COMPONENTS & CLADDING (typ)ZONEWind Press. (psf)Max Min1234519.3 -30.619.3 -53.319.3 -78.933.5 -36.333.5 -44.8based on 10sqft @ 15'MRH31' MRHBALCONY LIVE LOAD 40 psfBALCONY DEAD LOAD75 psf3/4'' ANCHOR BOLT IN TOP AND BACK OF HANGERMBHA3.56/16(14) 10d IN BEAM6-3/4'' EMBED (DO NOT USE WEDGE ANCHOR)BEAM TO SIDE OFMASONRY WALL @ ENTRYC3aDRAWN BY:PROJECT:SCALE:DESIGNED BY:19-0281AS NOTEDjvmREVISIONS3/18/2020ISSUE DATEMack House7840 Saddlebrook Dr.Port Saint Lucie, Florida 34986jvmCOPYRIGHT 2020 Joseph V. Motro PEEngineer certifies structural design only.(321) 449-03677735 S. TROPICAL TRAILMERRITT ISLAND, FL 32952PE41113Check for digital signature on sheet 1 in accordance with rule61G15-23.004, F.A.C.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.S8