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51 S. Forrestal Cir RES20-0122 architectural dwgs_5 of 21FACE BRICK CONCRETEBLOCK RIGID ROOF INSULATION EIFS BUILT-UP ROOFING SIMULATED STONESTONE CONCRETE EARTH FILL INSULATION BLANKET OR BATT WOOD FINISHED WINDOW DOOR & FRAME WOOD BLOCKING CONTINUOUS WOOD BLOCKING SHEET METAL IN ELEVATION PLYWOOD CERAMIC TILE(LARGE SCALE)(SMALL SCALE) RESILIENT TILE CARPET GYPSUM BOARD EXT. SHEATHING WOOD FRAMEPARTITION METAL STUDPARTITION METAL STUD(SECTION VIEW) METAL/UTILITY PANELLONGITUDINAL SECTIONOR T1 TITLE PAGE A1 FIRST FLOOR PLAN A2 FRONT & REAR ELEVATIONS A3 SIDE ELEVATIONS B1 LAYOUT PLANS E1 ELECTRICAL LAYOUT R1 ROOF PLAN F1 FOUNDATION PLAN D1 DETAILS D2 DETAILS D3 TYPICAL WALL SECTIONS D4 HARDIE DETAIL DRAWING INDEX DIAMETERANDATCENTERLINEPOUND OR NUMBEREXISTINGANCHOR BOLTABOVEADDENDUMAIR CONDITIONINGACCOUSTICALABOVE FINISH FLOORALUMINUMAPPROXIMATEARCHITECTURAL BOARD BUILDINGBLOCKBLOCKINGBEAMBOTTOMBETWEENBUILT UP ROOF CABLE TELEVISIONCHALKBOARDCEMENTCERAMICCAST IRONCONTROL JOINTCEILINGCLEARCONCRETE MASONRY UNITCLEAR OPENINGCLEAN OUTCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCONTRACTORCUBIC YARD DOUBLEDEPARTMENTDRINKING FOUNTAINDIAMETERDIMENSIONDOWNDOORDOWNSPOUTDRAWING EACHEXTERIOR INSULATING EXPANSION JOINTFINISH SYSTEMELECTRICALELEVATIONEQUALEQUIPMENTEACH WAYEXISTINGEXTERIOR FLOOR DRAINFINISH FLOORFINISHFIXTUREFLOORFLOW LINEFLUORESCENTFIRE HYDRANTFACE OF FINISHFACE OF MASONRYFACE OF STUDFLOOR SINKFOOT/FEETFOOTINGFIELD VERIFYGUAGEGALVANIZEDGLASSGROUNDGRADEGYPSUM HANDICAPHOSE BIBBHOLLOW COREHEADERHARDWAREHEIGHTHOLLOW METALHORIZONTALHEATINGHARDWOODHEATING, VENTILATION& AIR CONDITIONING INSIDE DIAMETER INCHINSULATION ABBREVIATIONS:INDEX NOTES INTERIORJOINT LAMINATEDLAVATORYLIGHT MAXIMUMMACHINE BOLTMEDIUM DENSITYOVERLAY BOARDMECHANICALMETALMANUFACTURERMANHOLE MANAGERMANUFACTURINGMINIMUMMISCELLANEOUSMASONRY OPENINGMOUNTEDMULLION NOT IN CONTRACTNUMBERNOMINALNOT TO SCALE OVERALLON CENTEROUTSIDE DIAMETEROPENING OPPOSITE PARTITIONPORPERTY LINEPLASTICPLUMBINGPLAN CHANGEPLYWOOD PAIRPRESSURE TREATED QUARRY TILERADIUSROOF DRAINREDWOODREFERENCEREFRIDGERATORREINFORCEDREQUIRED RESILIENTROD AND SHELFROOMROUGH OPENINGRIGHT OF WAYROUGH SAWN SUSPENDEDSOLID CORESCHEDULESECTIONSHEETSHEATHINGSINK SIMILARSPECIFICATIONSQUARESTAINLESS STEELSTANDARDSTEELSTORAGESTRUCTURALSYMMETRICAL TACK BOARDTOP OF BEAMTOP OF CURBTELEPHONETONGUE AND GROOVETHICKTOP FF PAVING OR WALL PARAPETTOP OF ROOFTOP OF WALLTOP OF PAVINGTYPICAL UNLESS OTHERWISE NOTEDURINAL VINYL WALL COVERINGVERTICALVENT THROUGH ROOFVINYL COMPOSITION TILE WITHWATER CLOSETWOODWATER HEATERWITHOUTWEATHERPROOFWATER RESISTANTWELDED WIRE FABRIC ø&@ #( )A.B.ABV.ADD.A/CACOUSAFFALUM.APPROX.ARCH. BD.BLDG.BLKBLKGBMBOT.BTWN.B.U.R. CATvC.B.CEMCER.C.I.C.J.CLG.CLRC.M.U.C.O.C/OCOL.CONC.CONN.CONSTR.CONT.CONTR.C.Y. DBL.DEPT.D.F.DIA.DIMDNDRDSDWS. EA.EIFS E.J.ELEC.ELEV.EQ.EQUIP.E.W.EXIST.EXT. F.D.F.F.FIN.FIXT.FLT.F.I.FLUOR.F.H.F.O.F.F.O.M.F.O.S.F.S.FT.FTG.F.V.GA.GALV.GL.GND.GR.GYP. HAND.H.B.H.C.HDR.HDW.HT.H.M.HOIZ.HT.HDWD.HVAC I.D.IN.INSUL. INT.JT. LAM.LAV.LT. MAX.MB.MDO MECH.MTL.MF.M.H. MGR.MFS.MIN.MISC.M.O.MTD.MUL. N.I.C.NO.NOM.N.T.S. O.A.O.C.O.D.OPP. PART'NP.L.PLAS.PLBG.P.C.PLYWD.PR.P.T. Q.T.RR.D.RDWD.REF.REFR.REINF.REQ'D.RESIL.R&sRM.RO.R.O.W.R.S. SUSP.S.C.SCHED.SECT.SHT.SHTG.SKSIM.SPEC.S.Q.S.S.STD.STL.STOR.STRUCT.SYM. T.B.T.O.B.T.O.C.TEL.T&GTHKT.O.PT.O.RT.O.W.T.P.TYP. U.O.N.UR. .M.C.VERT.V.T.R.V.C.T. W/W.C.WD.W.H.W/OWP.W.R.W.W.F. RENDERINGS FOR CONCEPT COMMUNICATION ONLY AND WILL DIFFER FROM FULL SCALE PROJECT. CONSULT STANDARD FEATURES MANUAL OR SPECIFICATION SHEET FOR SPECIFIC FINISHES, FIXTURES & MATERIALITY. SOME RENDERINGS DEPICT UPGRADES NOT INCLUDED IN STANDARD FEATURES. 3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 As indicated 4/23/2020 3:09:44 PM T1 TITLE PAGE OS1202AUG. 5 2019 WMJChecker OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202) DryerWasherDW WH VOLUME OF SPACE (THERMAL ENVELOPE CUBIC S.F.) 1ST FLOOR: VOLUME OF SPACETOTAL: THERMAL ENVELOPE TABULATION *ALL INTERIOR DOORS TO BE 6'-8" TALL UNLESS OTHERWISE NOTED. A MEANS OF CONTROLLING INCREASED PRESSURECAUSED BY THERMAL EXPANSION SHALLBE PROVIDED WHERE REQUIRED(607.3; FBC-P & P2903.4; FBC-R) CONCERNING THE WATER HEATER: HATCH MUST BE WEATHERSTRIPPED & INSULATED TOIF ATTIC ACCESS IS WITHIN CONDITIONED SPACE, THE A LEVEL EQUIVALENT TO THE ATTIC INSULATIONPER FBC ENERGY CONSERVATION R402.2.4 *INSULATION NOTES:R-15 BATTS @ ALL 2X4 EXTERIOR WALLSR-21 BATTS @ ALL 2X6 EXTERIOR WALLSR-38 BLOWN ATTIC INSULATIONFROM TOP PLATE IN 2' WIDE PERIMETER *ALL EXTERIOR DOORS TO BE 6'-8" TALL UNLESS OTHERWISE NOTED. 21,861 C.S.F. 21,861 C.S.F. COVERED ENTRY:COVERED REAR PORCH: AREA TABULATION TOTAL: FIRST FLOOR LIVING: TOTAL A/C: 3161 S.F. 38 S.F.296 S.F. 2430 S.F. 2430 S.F. DOUBLE 2x TOP PLATE 1/2" CEILING BOARD or 1/2" SHEETROCK TRUSSES @ 24" O.C.PRE-ENGINEERED W/ APPROV. HURRICANEANCHOR AT ENDS OF OVER PLUMB CUT 2 1/2" METAL DRIP EDGE26 GA. GALVANIZED EACH TRUSS W/ 1/2" CLIPS7/16" O.S.B. ON SYNTHETIC UNDERLAYMENT OVER FIBERGLASS SHINGLES ELEV. SEE 12 2X6 SUB- FACIA 1X2 PT NAILER INSTALL EVE BAFFLES PERFBC ENERGY CONSERVATION(R402.2.3) 12" TRIPLE 4 FULL-O-VENT SOFFIT (VINYL)4.18 NET FREE AREA (SQ.IN./LINEAL FT.) 2" POSITIVE AIRSPACE UNDER SHEATHINGOR 6" OPEN CELL SPRAY FOAM ATTIC R-19 INSULATION W/ALL PERIMETER TO BE 2' DEEP INSULATION ON UNDERSIDE OFROOF SHEATHING 2-CAR GARAGE:397 S.F. GUTTER NOTE: IF NEEDED; WHOLE HOUSE GETS 6" WHITE GUTTERS /W DOWNSPOUTS, DRAINAGE LINES & POP-UPS AT LOCATIONS DETERMINED BY CIVIL DRAINAGE PLAN DONE BY OTHERS. PLAN SCALE IS DEPENDANT UPON SIZE OF PAPER PLANS ARE 1_8"= 1'-0" IF PRINTED ON 11X17 PAPER 1_4"=1'-0" IF PRINTED ON 36x48 PAPER THESE PLANS ARE THE SOLE PROPERTY OF COLLINS BUILDERS GROUP LLC.YOU MUST HAVE WRITTEN AUTHORIZATION TO DUPLICATE, RE-USE, BORROW, ETC.SHOULD YOU CHOSE TO STEAL THIS PLAN, WE WILL PERSUE LEGAL ACTION AGAINST YOU. ***DRAFT STOPPING PER FBC R-302.12 ***ALL WORK TO COMPLY WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODES***ALL 1ST FLOOR EXTERIOR WALLS ARE TO BE 2"X4" WALLS UNLESS OTHERWISE NOTED*** PLANS ARE *KITCHEN ISLAND *FULL HARDIE SIDING W/ SHAKE ACCENTS* *MONOLITHIC FOUNDATION A3 1 A2 A3 A2 3 2 2 22.5" X 54"ATTIC ACCESS STORAGE TRUSSES B1 3 10' CLG.CONCRETE -- COV. ENTRY 3080 ENTRY DOOR4" STEP TO COV. ENTRY 16'X7' OVERHEAD GARAGE DOOR PER FBC R302.5.1 OPENING PROTECTION DOOR WILL INLUDE SELF-CLOSING HINGES 20 MINUTE FIRE RESISTANT CONSTRUCTED DOOR (FBC R302.5) G.D.O. FOYER 10' CLG.TILE MASTER BEDROOM 10' CLG.CARPET 15'-8" x 16'-0" BEDROOM 2 8' CLG. CARPET 12'-0" x 11'-7" FAMILY ROOM 10' CLG.CARPET 21'-0" x 17'-2" WIC 8' CLG. CARPET FRIDGE SP2 CAR GARAGE 8' CLG. CONCRETE 19'-6" x 21'-6" SHELVES MASTER BATH 8' CLG.TILE 3050 SH.(HDR @ 80")28 28 28 28 28 O.H.C. COV. PORCH 10' CLG.CONCRETE 25'-10" x 10'-0" 60"FREESTANDINGTUB 1/2 BATH 8' CLG.TILE ELECTRICMETER GROUND RODLOCATION HOSE BIB GROUND RODLOCATION HOSE BIB 28 PER FBC R302.6 GARAGE TO HAVE NOT LESS THAN 1/2-INCH GYPSUM OR EQUAL APPLIED TO GARAGE SIDE & NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT ON CEILING 10' CLG.TILE KITCHEN 4”STEP DOWN 30" RANGE W/ VENTHOOD ABOVE DISPOSAL 2X6 WALL 34.5"H KNEEWALLW/ 12" COUNTER ABV.SHELVES28 28 R&S 5'-6"X4'-0" RECESSED SHOWER W/ TILE WALLSTEMP. GLASS ENCLOSURE & SHOWER DOOR 4'X4'A/C PAD @1'OFF SLAB BATH 2 8' CLG. TILE ELEC. PANEL FULL HEIGHT TEMP. GLASS 28 2X6 WALL6"X6" POST R&S SHELVESSTUDY 10' CLG.CARPET 11'-10" x 12'-8" BEDROOM 3 8' CLG. CARPET 12'-0" x 10'-7" BEDROOM 4 8' CLG.CARPET 12'-0" x 10'-8"R&SR&SR&S R&SSHELVESA.H.U. A/CACRYLIC TUB WITH TILE WALLS ABOVE26 26 16 16 50 50 20 28 28 242X6 WALL2X8 WALL 2X6 WALLDINING ROOM 8' VAULT CLG.CARPET 11'-10" x 12'-10"R&S8' CLG.CARPET PANTRY 8' CLG.TILE LNDRY O.H.C.O.H.C.3050 SH.(HDR @ 80")3050 SH.(HDR @ 80") 3050 SH.(HDR @ 80")3050 SH.(HDR @ 80") 3060 SH. TEMP.(HDR @ 96")6080 TEMP. SLIDER4" STEP 2X6 WALL 2X6 WALL 2X6 WALL 6"X6" POST 6"X6" POST 4050 SH.(HDR @ 80")(2) 3050 SH.(HDR @ 80") 6' - 4"6' - 4"5' - 0"6' - 8"5' - 8" 1' - 11"16' - 2"1' - 11" 12' - 0"6' - 4"11' - 8"20' - 0"6' - 6" 56' - 6"20' - 0"8' - 6"7' - 1"2' - 9"8' - 10"6' - 6"4' - 8"8' - 0"4044 SH. TEMP.OBSCURE GLASS(HDR @ 80")2' - 8"2' - 6" 10' - 0"2' - 4"2' - 2"4' - 2"15' - 0"11' - 6"4' - 10" 18' - 8"31' - 4"6' - 6" 56' - 6"5' - 8"3' - 10"12' - 2"2' - 10"9' - 1"2' - 5"3' - 2"2' - 6"2' - 5"2' - 10"8' - 1"11' - 4"9' - 6"56' - 10"66' - 4"4' - 6"6' - 6"4' - 3" 3' - 1"9' - 8"3' - 4" - -1 A1 2 A1 5080 FULL LITE FRENCH DOOR3' - 0"6"2' - 0"5' - 1"10' - 8" 2' - 10"3' - 2"2' - 4"2' - 0"1' - 8" 3' - 0"3' - 0"2' - 4"2' - 0"1' - 8"5' - 6"4' - 1"11' - 11"2' - 10"7' - 2"2' - 2"3' - 0"11' - 10" 12' - 0"2' - 0" 6' - 2"1' - 8"4' - 10"6' - 8"1' - 8"4' - 2"2' - 4"2' - 4"2' - 0"1' - 8"5' - 0"6' - 8"1' - 6"1' - 6"1' - 11"6' - 0"1' - 9"5' - 9"8' - 6"13' - 2"4' - 0"1' - 0"1' - 1"4' - 0"1' - 8"1' - 5"1' - 0"8' CLG.CARPET1' - 8"2' - 0"3' - 6"1' - 11"1' - 7"1' - 9"1' - 9"2' - 0"7' - 6"3' - 6"1' - 8"1' - 8" 2' - 2" 7' - 6"2' - 0"3' - 0"4' - 0"2' - 0"26' - 0"4' - 0"2' - 5"10' - 9"4' - 6"1' - 0"1' - 3"LINENCLOSET 4' - 0"66' - 4"VAULTED CLG. 8'-10' 7' - 0"3' - 7"2' - 0"1 A2 4 A3 VAULTED CLG. 8'-10' LINENCLOSET CEILING MOUNTED RAIN SHOWER 16" CMU BENCH 5080 FULL LITE FRENCH DOORVAULTED CLG. 4:12 VAULTED CLG. 4:12 2610' - 10"3' - 6"1' - 8"282' - 7"5' - 11"1' - 10"3' - 6"3' - 2"26 SHELVES IT CLST 8' CLG. CARPET 1' - 7"4' - 7" 1 A1 3 A1 8' CLG. TILE 5' - 0"1' - 7"1' - 7"4' - 0" 161' - 2"1' - 6"10' - 0"3' - 4"3' - 10"7' - 2"6' - 11" 13' - 10" MUD ROOM 8' CLG.TILE R&S6' - 0" 6 A2 INSTALL ICEMAKER LINE4010 FX. TEMP.(HDR @ 80")2X6 WALL 2X6 WALL OVEN/MICRO 20"X13" WALL NICHE (BOTTOM @ 36" AF.F.) 4' - 0"6' - 8"10' - 0"3' - 0"6' - 8"10' - 0"3' - 2"8' - 0"3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 1/4" = 1'-0" 4/23/2020 3:06:19 PM A1 FLOOR PLAN OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202)1/4" = 1'-0"4 FLOOR PLAN 1/4" = 1'-0"1 INTERIOR DETAIL 1 1/4" = 1'-0"2 INTERIOR DETAIL 2 1/4" = 1'-0"3 INTERIOR DETAIL 3 DOUBLE 2x TOP PLATE 1/2" CEILING BOARDor 1/2" SHEETROCK TRUSSES @ 24" O.C.PRE-ENGINEERED W/ APPROV. HURRICANEANCHOR AT ENDS OF OVER PLUMB CUT 2 1/2" METAL DRIP EDGE26 GA. GALVANIZED EACH TRUSS W/ 1/2" CLIPS7/16" O.S.B. ON SYNTHETIC UNDERLAYMENT OVER FIBERGLASS SHINGLES ELEV.SEE12 2X6 SUB- FACIA 1X2 PT NAILER INSTALL EVE BAFFLES PERFBC ENERGY CONSERVATION(R402.2.3) 12" TRIPLE 4 FULL-O-VENT SOFFIT (VINYL)4.18 NET FREE AREA (SQ.IN./LINEAL FT.) 2" POSITIVE AIRSPACE UNDER SHEATHING OR 6" OPEN CELL SPRAY FOAM ATTIC R-19 INSULATION W/ALL PERIMETER TO BE 2' DEEP INSULATION ON UNDERSIDE OFROOF SHEATHING *KITCHEN ISLAND *FULL HARDIE SIDING W/ SHAKE ACCENTS* *MONOLITHIC FOUNDATION PLAN SCALE IS DEPENDANT UPON SIZE OF PAPER PLANS ARE 1_8"= 1'-0" IF PRINTED ON 11X17 PAPER 1_4"=1'-0" IF PRINTED ON 36x48 PAPER THESE PLANS ARE THE SOLE PROPERTY OF COLLINS BUILDERS GROUP LLC.YOU MUST HAVE WRITTEN AUTHORIZATION TO DUPLICATE, RE-USE, BORROW, ETC.SHOULD YOU CHOSE TO STEAL THIS PLAN, WE WILL PERSUE LEGAL ACTION AGAINST YOU. ***DRAFT STOPPING PER FBC R-302.12 ***ALL WORK TO COMPLY WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODES***ALL 1ST FLOOR EXTERIOR WALLS ARE TO BE 2"X4" WALLS UNLESS OTHERWISE NOTED*** PLANS ARE FINISH FLOOR0' -0"FINISH FLOOR0' -0" PL. HGT.8' -1 1/8"PL. HGT.8' -1 1/8" GRADE-0' -8"GRADE-0' -8" PL HGT10' -1 1/8"PL HGT10' -1 1/8" 4" HARDIE TRIM (TYP.) HARDIE LAP SIDING (TYP.) VINYL SOFFIT (TYP.) 4" HARDIE FRIEZE 6 12 ASPHALT ARCHITECTURAL SHINGLES 612 4"4"21' - 6 3/8"20' - 10 3/8"612 COACH LIGHTS INSTALLED @6' A.F.F. 1' - 4" 1' - 4"6"1' - 2" 12' - 0"6' - 4"11' - 8"20' - 0"6' - 6" 56' - 6" 1' - 4" 4' - 0" FINISH FLOOR0' -0"FINISH FLOOR0' -0" PL. HGT.8' -1 1/8"PL. HGT.8' -1 1/8" GRADE-0' -8"GRADE-0' -8" PL HGT10' -1 1/8"PL HGT10' -1 1/8"21' - 6 3/8"20' - 10 3/8"6' - 6"4' - 4"11' - 6"15' - 6"18' - 8" 56' - 6"4"4"ASPHALT ARCHITECTURAL SHINGLES 4" HARDIE TRIM (TYP.) HARDIE LAP SIDING (TYP.) VINYL SOFFIT (TYP.) 612 6 12 HARDIE WRAPPED POST & BEAM 1' - 4"6"7' - 4" 1' - 8"2"2"2"4' - 10"2"2"2"3' - 0"1' - 0" 1' - 2" FRAME COLUMN BASE 19"X19" INCLUDING OSB WRAP 22" HARDIE TRIM16" HARDIE TRIM14" HARDIE TRIM 12" HARDIE SOFFIT BOARD 4 SIDES W/ 1" PVC CORNER TRIM @ CORNERS FRAME 11"X11" OSB WRAP 14" HARDIE TRIM16" HARDIE TRIM12" HARDIE TRIM 4" POST 6' - 4"8' - 10"3' - 10"6' - 4" 1' - 8"1' - 4"1' - 0"1' - 2"6"8"1"1"1"1/2"4"7"VARIES 1/4" = 1'-0"2 FRONT ELEVATION 1/4" = 1'-0"3 REAR ELEVATION 3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 As indicated 4/23/2020 3:00:12 PM A2 FRONT AND REARELEVATIONS OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202)1/4" = 1'-0"1 COLUMN ELEVATION DETAIL 1/2" = 1'-0"4 COLUMN PLAN DETAIL 1/4" = 1'-0"6 FRONT ELEVATION WINDOW & DOORTRIM DOUBLE 2x TOP PLATE 1/2" CEILING BOARDor 1/2" SHEETROCK TRUSSES @ 24" O.C.PRE-ENGINEERED W/ APPROV. HURRICANEANCHOR AT ENDS OF OVER PLUMB CUT 2 1/2" METAL DRIP EDGE26 GA. GALVANIZED EACH TRUSS W/ 1/2" CLIPS7/16" O.S.B. ON SYNTHETIC UNDERLAYMENT OVER FIBERGLASS SHINGLES ELEV.SEE12 2X6 SUB- FACIA 1X2 PT NAILER INSTALL EVE BAFFLES PERFBC ENERGY CONSERVATION(R402.2.3) 12" TRIPLE 4 FULL-O-VENT SOFFIT (VINYL)4.18 NET FREE AREA (SQ.IN./LINEAL FT.) 2" POSITIVE AIRSPACE UNDER SHEATHINGOR 6" OPEN CELL SPRAY FOAM ATTIC R-19 INSULATION W/ALL PERIMETER TO BE 2' DEEP INSULATION ON UNDERSIDE OFROOF SHEATHING *KITCHEN ISLAND *FULL HARDIE LAP SIDING W/ SHAKE ACCENTS* *MONOLITHIC FOUNDATION PLAN SCALE IS DEPENDANT UPON SIZE OF PAPER PLANS ARE 1_8"= 1'-0" IF PRINTED ON 11X17 PAPER 1_4"=1'-0" IF PRINTED ON 36x48 PAPER THESE PLANS ARE THE SOLE PROPERTY OF COLLINS BUILDERS GROUP LLC.YOU MUST HAVE WRITTEN AUTHORIZATION TO DUPLICATE, RE-USE, BORROW, ETC.SHOULD YOU CHOSE TO STEAL THIS PLAN, WE WILL PERSUE LEGAL ACTION AGAINST YOU. ***DRAFT STOPPING PER FBC R-302.12 ***ALL WORK TO COMPLY WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODES***ALL 1ST FLOOR EXTERIOR WALLS ARE TO BE 2"X4" WALLS UNLESS OTHERWISE NOTED*** PLANS ARE FINISH FLOOR0' -0"FINISH FLOOR0' -0" PL. HGT.8' -1 1/8"PL. HGT.8' -1 1/8" GRADE-0' -8"GRADE-0' -8" PL HGT10' -1 1/8"PL HGT10' -1 1/8" INSTALL COACH LIGHTS @ 6' A.F.F. ASPHALT ARCHITECTURAL SHINGLES 4" HARDIE TRIM VINYL SOFFIT (TYP.) 6 12612 8" 1' - 4"8"4"4"4"66' - 4" HARDIE LAP SIDING (TYP.)21' - 6 3/8"20' - 10 3/8"56' - 10"3' - 10"5' - 8"6"6"8"6"6"1' - 4"6"FINISH FLOOR0' -0"FINISH FLOOR0' -0" PL. HGT.8' -1 1/8"PL. HGT.8' -1 1/8" GRADE-0' -8"GRADE-0' -8" PL HGT10' -1 1/8"PL HGT10' -1 1/8" ASPHALT ARCHITECTURAL SHINGLES 612612 HARDIE LAP SIDING (TYP.) VINYL SOFFIT (TYP.) 4" HARDIE TRIM 38' - 4"15' - 4"4' - 8"8' - 0" 66' - 4"21' - 6 3/8"20' - 10 3/8"4"4"8" 1' - 4"6"6"8" 1' - 4"6"8" INSTALL COACH LIGHTS @ 6' A.F.F. OBSCURE OBSCURE 7' - 4" 1' - 8"2"2"2"4' - 10"2"2"2"3' - 0"1' - 0" 1' - 2" FRAME COLUMN BASE 19"X19" INCLUDING OSB WRAP 22" HARDIE TRIM16" HARDIE TRIM14" HARDIE TRIM 12" HARDIE SOFFIT BOARD 4 SIDES W/ 1" PVC CORNER TRIM @ CORNERS FRAME 11"X11" OSB WRAP 14" HARDIE TRIM16" HARDIE TRIM12" HARDIE TRIM 4" POST 6' - 4"8' - 10"3' - 10"6' - 4" 1' - 8"1' - 4"1' - 0"1' - 2"6"8"1"1"1"1/2"4"7"VARIES 1/4" = 1'-0"1 LEFT SIDE ELEVATION 1/4" = 1'-0"2 RIGHT SIDE ELEVATION 3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 As indicated 4/23/2020 3:00:19 PM A3 SIDE ELEVATIONS OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202)1/4" = 1'-0"4 COLUMN ELEVATION DETAIL 1/2" = 1'-0"5 COLUMN PLAN DETAIL 1/4" = 1'-0"6 FRONT ELEVATION WINDOW & DOOR TRIM DryerWasherDW WH COVERED ENTRY: COVERED REAR PORCH: AREA TABULATION TOTAL: FIRST FLOOR LIVING: TOTAL A/C: 3161 S.F. 38 S.F. 296 S.F. 2430 S.F. 2430 S.F. 2-CAR GARAGE:397 S.F. 10' CLG.CONCRETE COV. ENTRY G.D.O. FOYER 10' CLG. TILE MASTER BEDROOM 10' CLG.CARPET 15'-8" x 16'-0" BEDROOM 2 8' CLG. CARPET 12'-0" x 11'-7" FAMILY ROOM 10' CLG.CARPET 21'-0" x 17'-2" WIC 8' CLG. CARPET 2 CAR GARAGE 8' CLG. CONCRETE 19'-6" x 21'-6" SHELVES MASTER BATH 8' CLG.TILE O.H.C. COV. PORCH 10' CLG. CONCRETE 25'-10" x 10'-0"1/2 BATH 8' CLG.TILE HOSE BIB 10' CLG.TILE KITCHENSHELVES R&S 4'X4'A/CPAD @1'OFF SLAB BATH 2 8' CLG.TILE R&S SHELVESSTUDY 10' CLG.CARPET 12'-0" x 11'-10" BEDROOM 3 8' CLG. CARPET 12'-0" x 10'-7" BEDROOM 4 8' CLG.CARPET 12'-0" x 10'-8"R&SR&SR&S R&SA.H.U. A/CDINING ROOM 8' VAULT CLG.CARPET 11'-10" x 12'-8"R&S8' CLG.CARPET PANTRY 8' CLG.TILE LNDRY O.H.C.O.H.C.8' CLG.CARPET LINENTOWER VAULTED CLG. 8'-10' VAULTED CLG. 8'-10'SHELVESI.T. 8' CLG.CARPET LINENTOWER SHELVES 8' CLG. TILE MUD ROOM 8' CLG.TILE R&SVAULTED CLG. 4:12 VAULTED CLG. 4:12 3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 1/4" = 1'-0" 4/23/2020 3:06:27 PM B1 LAYOUT PLANS OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202) TV GFI WP/GFI 220 3 D DryerWasherDW WH333333333 GFIGFIGFIGFI GFIGFIGFIGFIGFI GFI GFIGFIGFIGFI GFI GFI3TVTVTVTVWP/GFI WP/GFIWP/GFIWP/GFIWP/GFIGFIGFIGFIGFIGFI*FLOOR OUTLETS @ RAILING MUST BE WITHIN 18" OF RAILING AND BE RATED FOR WOOD FLOOR INSTALLATION *ALL OUTLETS W/ NOTED HIEGHTS ARE TO THE BOTTOM OF THE OUTLETS*ALL BEDROOM OUTLETS TO BE AFCI OUTLETS *100% OF THE LIGHT FIXTURES INSIDE AND OUTSIDE USE HIGH EFFICIENCY LIGHTING CFL/LED (FBC EC R404.1 & R202 HIGH EFFICACY DEFINTION)* *ALL OUTLETS W/ NOTED HEIGHTS ARE TO THE BOTTOM OF THE OUTLETS*OUTET FOR SECURITY IS ALWAYS TO BE PLACED IN MASTER CLOSET UNLESS NOTED *NETWORK HOMERUN IS ALWAYS TO BE PLACED IN MASTER CLOSET UNLESS NOTED *ALL OUTLETS TO BE AFCI OUTLETS EXCEPT GFI OUTLETS IN KITCHEN AND BATH AREAS *SMOKE/CARBON MONOXIDE COMBINATATION UNITS TO BE INSTALLED WITHIN 10' OF BEDROOMS *ALL OUTLETS TO HAVE TAMPER PROOF DEVICES WHERE MANDATED BY CODE *COLLINS BUILDERS CANNOT GUARANTEE THE EXACT LOCATIONS OF POWER OUTLETS & SWITCHES SHOWN ON PLANS. THE PLACEMENT OF ALL POWER OUTLETS & SWITCHES WILL BE PER FBC* *AFCI PROTECTION - 210.12 (B) DWELLING UNITS. ALL 125 VOLT, SINGLE PAHSE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT FBC R3902.* DOUBLE 2x TOP PLATE1/2" CEILING BOARDor 1/2" SHEETROCK TRUSSES @ 24" O.C.PRE-ENGINEERED W/ APPROV. HURRICANEANCHOR AT ENDS OF OVER PLUMB CUT 2 1/2" METAL DRIP EDGE26 GA. GALVANIZED EACH TRUSS W/ 1/2" CLIPS7/16" O.S.B. ON SYNTHETIC UNDERLAYMENT OVER FIBERGLASS SHINGLES ELEV.SEE 12 2X6 SUB- FACIA 1X2 PT NAILER INSTALL EVE BAFFLES PERFBC ENERGY CONSERVATION(R402.2.3) 12" TRIPLE 4 FULL-O-VENT SOFFIT (VINYL)4.18 NET FREE AREA (SQ.IN./LINEAL FT.) 2" POSITIVE AIRSPACE UNDER SHEATHINGOR 6" OPEN CELL SPRAY FOAM ATTIC R-19 INSULATION W/ALL PERIMETER TO BE 2' DEEP INSULATION ON UNDERSIDE OFROOF SHEATHING *KITCHEN ISLAND* *FULL HARDIE LAP SIDING W/ SHAKE ACCENTS* *MONOLITHIC FOUNDATION PLAN SCALE IS DEPENDANT UPON SIZE OF PAPERPLANS ARE 1_8"= 1'-0" IF PRINTED ON 11X17 PAPER 1_4"=1'-0" IF PRINTED ON 36x48 PAPER THESE PLANS ARE THE SOLE PROPERTY OF COLLINS BUILDERS GROUP LLC.YOU MUST HAVE WRITTEN AUTHORIZATION TO DUPLICATE, RE-USE, BORROW, ETC.SHOULD YOU CHOSE TO STEAL THIS PLAN, WE WILL PERSUE LEGAL ACTION AGAINST YOU. ***DRAFT STOPPING PER FBC R-302.12 ***ALL WORK TO COMPLY WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODES***ALL 1ST FLOOR EXTERIOR WALLS ARE TO BE 2"X4" WALLS UNLESS OTHERWISE NOTED*** PLANS ARE *DECORA ROCKER SWITCHES ELECTRICAL SCHEDULE EXHAUST FAN EXHAUST FAN W/ LIGHT UNDERCABINET LIGHTING SURFACE MOUNTED LIGHT P/WSURFACE MOUNTED LIGHTPW PULL CHAIN LIGHTPULL CHAIN RECESSED LED CAN LIGHT RECESSED LED EYEBALL LIGHT WALL MOUNTED LIGHT/SCONCE EYEBALL LED FIXTURE CLG. FAN W/ LIGHT PRE-WIRE LW PREWIRE CLG. FAN CARBON MONOXIDE/SMOKE DETECTORCO/SD ELECTRICAL METER COACH LIGHT DBL FLOODLIGHT SINGLE-POLE SWITCH 3-WAY SWITCH TELEPHONE OUTLET DUPLEX OUTLET GRND. FAULT OUTLET WEATHERPROOF OUTLET SWITCHED OUTLET SPECIAL 220v. OUTLET 220v. OUTLET SECURITY KEYPAD LOCATION SATELLITE OUTLET CAT-5 CAT OUTLET THEATRE SYSTEM HOMERUN JUNCTION BOX KEYPAD T.V. OUTLET SAT CAT-5 SPEAKER LOCATION S HOMERUN J DIMMER SWITCH ELECTRIC PANEL CO/SD ATTIC ACCESS LIGHT ON SWITCH 3 LIGHT STRIP INSTALL AT 6' A.F.F. ELEC. PANEL SECURITY POWER 30" PANEL BOX: INSTALL LOW TO FF NETWORK PANEL FOR TV, PHONE, INTERNET WITH HOMERUN TO OUTSIDE. POWER WHIP INSIDE 220GFI3 LIGHT STRIP42"42"44"GFIKEYPADDOORBELLIRRIGATION1 4 PRE WIRE CO/SD CO/SD CO/SD PRE WIRE PRE WIRE PRE WIRE PRE WIRE PRE WIRE PRE WIRE A.H.U. A/C 3 LIGHT STRIP 3 LIGHT STRIP 74"44"44"22022044"220GFI INSTALL AT 6' A.F.F.42"42"42" G.D.O. ELECTRICMETER GROUND RODLOCATION GROUND RODLOCATION HOSE BIB 2' - 0"3' - 0"4' - 0"2' - 0"DISPOSAL KEYPADCO/SD CO/SD CO/SD CO/SD CO/SD VAULTED CLG. 8'-10' 4'X4'A/CPAD @1'OFF SLAB 2' - 10"2' - 7"VAULTED CLG. 8'-10' CO/SD CO/SD CO/SD GFIGFI 2' - 7"5' - 0"ALL CAT 6 TERMINATE TO THIS ROOM FRIDGE SPPRE WIRE 4 PORT FACEPLATE 3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 As indicated 4/23/2020 4:05:45 PM E1 FIRST FLOOR ELECTRICALLAYOUT OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202)1/4" = 1'-0"1 FIRST FLOOR ELECTRICAL LAYOUT *FULL HARDIE LAP SIDING W/ SHAKE ACCENTS* *RADIANT BARRIER ROOF DECKING! *INSULATION NOTES:R-15 BATTS @ ALL 2X4 EXTERIOR WALLSR-21 BATTS @ ALL 2X6 EXTERIOR WALLSR-38 BLOWN ATTIC INSULATIONFROM TOP PLATE IN 2' WIDE PERIMETER 20 LF OF RIDGE VENTS 20 X 36 SQ. IN. NET FREE PER LF AREA = 720 175 LINEAL FEET OF VENTED VINYL SOFFIT @ FRONT & REAR OF HOME X 4.18SQ. IN. NET FREE AREA = 732 ROOF VENTS = 720 EVES = 732TOTALS: BLDG. CEILING (2,827) X 144 = BLDG. (407,088) SQUARE INCHES OF CEILING ATTIC VENT CALCULATION (FBC R806.1) FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 *144 SQ. IN. = 1 SQ. FT. BLDG. (407,088) / 300 = (1,356 SQ. IN.) OF VENT REQUIRED 1305 / 2 = 678 (50%) 50% AT RIDGE (678) & 50% AT EAVES (678) DOUBLE 2x TOP PLATE 1/2" CEILING BOARDor 1/2" SHEETROCK TRUSSES @ 24" O.C.PRE-ENGINEERED W/ APPROV. HURRICANEANCHOR AT ENDS OF OVER PLUMB CUT 2 1/2" METAL DRIP EDGE26 GA. GALVANIZED EACH TRUSS W/ 1/2" CLIPS7/16" O.S.B. ON SYNTHETIC UNDERLAYMENT OVER FIBERGLASS SHINGLES ELEV.SEE 12 2X6 SUB- FACIA 1X2 PT NAILER INSTALL EVE BAFFLES PERFBC ENERGY CONSERVATION(R402.2.3) 12" TRIPLE 4 FULL-O-VENT SOFFIT (VINYL)4.18 NET FREE AREA (SQ.IN./LINEAL FT.) 2" POSITIVE AIRSPACE UNDER SHEATHINGOR 6" OPEN CELL SPRAY FOAM ATTIC R-19 INSULATION W/ALL PERIMETER TO BE 2' DEEP INSULATION ON UNDERSIDE OFROOF SHEATHING *MONOLITHIC FOUNDATION PLAN SCALE IS DEPENDANT UPON SIZE OF PAPER PLANS ARE 1_8"= 1'-0" IF PRINTED ON 11X17 PAPER 1_4"=1'-0" IF PRINTED ON 36x48 PAPER THESE PLANS ARE THE SOLE PROPERTY OF COLLINS BUILDERS GROUP LLC.YOU MUST HAVE WRITTEN AUTHORIZATION TO DUPLICATE, RE-USE, BORROW, ETC.SHOULD YOU CHOSE TO STEAL THIS PLAN, WE WILL PERSUE LEGAL ACTION AGAINST YOU. ***DRAFT STOPPING PER FBC R-302.12 ***ALL WORK TO COMPLY WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODES***ALL 1ST FLOOR EXTERIOR WALLS ARE TO BE 2"X4" WALLS UNLESS OTHERWISE NOTED*** PLANS ARE ASPHALT ARCHITECTURAL SHINGLES 6/12 PITCH 6/12 PITCH 6' OFF RIDGE VENT4' OFF RIDGE VENT 6/12 PITCH6/12 PITCH6/12 PITCH 6/12 PITCH 6/12 PITCH 6/12 PITCH 4' OFF RIDGE VENT4' - 0"8"1' - 4" 1' - 4"8"1' - 4"1' - 4"2' - 0"6' OFF RIDGE VENT2' - 0"8"1' - 4"4' - 0"8"8"4' - 0"5' - 0"1' - 4"1' - 4" 1' - 4"1' - 4"6/12 PITCH6/12 PITCH6/12 PITCH1' - 4"1' - 4"1' - 4"1' - 4"3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 1/4" = 1'-0" 3/10/2020 4:59:40 PM R1 ROOF PLAN OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202)1/4" = 1'-0"1 ROOF PLAN DW *MULTIPLE SAW CUT CONTROL JOINTS IN SLAB!* 46 S.F.FRONT PORCH: TOTAL CONCRETE: REAR PORCH: 2-CAR GARAGE: 3,204 S.F. 316 S.F. 375 S.F. CONCRETE S/F TABULATION 1ST FLOOR SLAB 2451 S.F. 16 S.F.A/C PADS: INCLUDING PEANUTWALLS IN GARAGE: DOUBLE 2x TOP PLATE 1/2" CEILING BOARD or 1/2" SHEETROCK TRUSSES @ 24" O.C.PRE-ENGINEERED W/ APPROV. HURRICANEANCHOR AT ENDS OF OVER PLUMB CUT 2 1/2" METAL DRIP EDGE26 GA. GALVANIZED EACH TRUSS W/ 1/2" CLIPS7/16" O.S.B. ON SYNTHETIC UNDERLAYMENT OVER FIBERGLASS SHINGLES ELEV.SEE 12 2X6 SUB- FACIA 1X2 PT NAILER INSTALL EVE BAFFLES PERFBC ENERGY CONSERVATION(R402.2.3) 12" TRIPLE 4 FULL-O-VENT SOFFIT (VINYL)4.18 NET FREE AREA (SQ.IN./LINEAL FT.) 2" POSITIVE AIRSPACE UNDER SHEATHINGOR 6" OPEN CELL SPRAY FOAM ATTIC R-19 INSULATION W/ALL PERIMETER TO BE 2' DEEP INSULATION ON UNDERSIDE OFROOF SHEATHING *KITCHEN ISLAND* *FULL HARDIE LAP SIDING W/ SHAKE ACCENTS* *MONOLITHIC FOUNDATION PLAN SCALE IS DEPENDANT UPON SIZE OF PAPER PLANS ARE 1_8"= 1'-0" IF PRINTED ON 11X17 PAPER 1_4"=1'-0" IF PRINTED ON 36x48 PAPER THESE PLANS ARE THE SOLE PROPERTY OF COLLINS BUILDERS GROUP LLC.YOU MUST HAVE WRITTEN AUTHORIZATION TO DUPLICATE, RE-USE, BORROW, ETC.SHOULD YOU CHOSE TO STEAL THIS PLAN, WE WILL PERSUE LEGAL ACTION AGAINST YOU. ***DRAFT STOPPING PER FBC R-302.12 ***ALL WORK TO COMPLY WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODES***ALL 1ST FLOOR EXTERIOR WALLS ARE TO BE 2"X4" WALLS UNLESS OTHERWISE NOTED*** PLANS ARE *MULTIPLE SAW CUT CONTROL JOINTS IN SLAB!* *MULTIPLE SAW CUT CONTROL JOINTS IN REAR PORCH!* *MULTIPLE SAW CUT CONTROL JOINTS IN GARAGE!* *MULTIPLE SAW CUT CONTROL JOINTS IN SLAB!* 2X6 1/2 WALL (SAW CUT FOR PLUMBING & ELECTRICAL U/G) *MULTIPLE SAW CUT CONTROL JOINTS IN FRONT PORCH* 4'X4'A/CPAD @1'OFF SLAB 4" STEP DOWN 4'-0"X5'-6" RECESSED SHOWER W/ TILEWALLS RECESS CONCRETE FOR 6080 SLD. 4" STEP DOWN 4" STEP DOWN 4' - 10"4' - 8"56' - 10"66' - 4"18' - 8"31' - 4"1' - 0"4' - 0"4' - 0"6"11' - 0"6"6' - 0" 4' - 6"10' - 9" 15' - 3"16' - 1"3' - 0"19' - 10"18' - 6"15' - 4"4' - 8"8' - 6"66' - 10"11' - 2"8' - 0"10' - 10"1' - 11"16' - 2"1' - 11" 30' - 0"20' - 0"6' - 6" 56' - 6"1' - 8"12' - 8"5' - 0"12' - 4"6"19' - 4"9' - 0"4' - 0"25' - 6"2' - 0"2' - 0"5' - 6"4" 2' - 9"2' - 9" 69' - 10 11/16"2X6 WALL 25' - 3"24' - 9" 14' - 6"11' - 6"3' - 4"2' - 11"5' - 3"1' - 0"2' - 0"6"2' - 0"5' - 6"6' - 9" 19' - 0"6"10' - 4"GROUND RODLOCATION GROUND RODLOCATION 2' - 6"2' - 0"56' - 6" 2' - 2"2' - 9"3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 1/4" = 1'-0" 4/23/2020 3:00:43 PM F1 FOUNDATION PLAN OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202)1/4" = 1'-0"1 FOUNDATION PLAN SIMULATED STONEAPPLICATIONINSTALLED PER LOCALCODE WINDOW SILL DETAIL (STONE) DETAIL NOT TO SCALE WIRE LATHE BACKINGINSTALLED PER CODE WINDOW TO BE SET IN FRAMEDROUGH OPENING ROUGH LUMBERFORMINGFRAMED OPENING WEATHER WRAP TAPE INSTALLEDOVER WEATHER BARRIER ANDOVERLAPPING SILL LUMBER OFFRAMED OPENING WEATHER BARRIER TO BE INSTALLED PERCODE OVERLAPPING ROUGH OPENINGLUMBER WHERE NEEDED SECONDARY WEATHERTAPE TO BE INSTALLEDOVER ENTIRE WINDOWFLANGE PER CODE O.S.B. SHEATING PERCODE O.S.B. SHEATING PERCODE WINDOW FLANGE WINDOW SILL DETAIL (STUCCO)DETAIL NOT TO SCALE WIRE LATHE BACKINGINSTALLED PER CODE STUCCO APPLICATIONTO MEET CODE WINDOW TO BE SET INFRAMED ROUGHOPENING ROUGH LUMBERFORMINGFRAMED OPENING WEATHER WRAP TAPE INSTALLED OVERWEATHER BARRIER AND OVERLAPPINGSILL LUMBER OF FRAMED OPENING WEATHER BARRIER TO BE INSTALLEDPER CODE OVERLAPPING ROUGHOPENING LUMBER WHERE NEEDED SECONDARY WEATHERTAPE TO BE INSTALLEDOVER ENTIRE WINDOWFLANGE PER CODE O.S.B. SHEATING PERCODE O.S.B. SHEATING PERCODE WINDOW FLANGE WINDOW SILL DETAIL (VINYL/HARDIE LAP) DETAIL NOT TO SCALE VINYL OR HARDIE LAPSIDING APPLICATION TOMEET CODE WINDOW TO BE SET INFRAMED ROUGHOPENING ROUGH LUMBERFORMINGFRAMED OPENING WEATHER WRAP TAPE INSTALLED OVERWEATHER BARRIER AND OVERLAPPINGSILL LUMBER OF FRAMED OPENING WEATHER BARRIER TO BE INSTALLEDPER CODE OVERLAPPING ROUGHOPENING LUMBER WHERE NEEDED SECONDARY WEATHERTAPE TO BE INSTALLEDOVER ENTIRE WINDOWFLANGE PER CODE O.S.B. SHEATING PERCODE O.S.B. SHEATING PERCODE WINDOW FLANGE MOISTURE BARRIER OR WEATHERWRAP INSTALLATION PER CODE HEADER DETAIL (STUCCO)DETAIL NOT TO SCALE O.S.B. SHEATING PERCODE WHEATHER WRAP TAPEINSTALLED PER CODE (ALSONOTED ON WINDOWINATALLATION DETAIL) WIRE LATHEBACKING INSTALLEDPER CODE STUCCOAPPLICATIONTO MEET CODE WINDOW/DOOR TO BE SET IN FRAMED ROUGH OPENING MOISTURE BARRIER ORWEATHER WRAPINSTALLATION PERCODE HEADER DETAIL (STONE) DETAIL NOT TO SCALE WINDOW/D O OR TO BE SE T IN FRA ME D R O U G H O PENI NG O.S.B. SHEATING PERCODE WHEATHER WRAP TAPEINSTALLED PER CODE (ALSONOTED ON WINDOWINATALLATION DETAIL) WIRELATHEBACKINGINSTALLEDPER CODE SIMULATEDSTONEAPPLICATIONINSTALLEDPER LOCALCODE MOISTURE BARRIER OR WEATHERWRAP INSTALLATION PER CODE HEADER DETAIL (VINYL/HARDIE LAP) DETAIL NOT TO SCALE O.S.B. SHEATING PERCODE WHEATHER WRAP TAPEINSTALLED PER CODE (ALSONOTED ON WINDOWINATALLATION DETAIL)VINYL OR HARDIELAP SIDINGAPPLICATION TOMEET CODE WIND O W/DOOR TO BE S ET IN FRAMED RO UGH OPENING P.T. 2x4 SILL PLATE W/ SEAL GROUT SOLID 1" AIRSPACE WEEPHOLE @ 33" O.C.(R703.7.6) RUBBER FLASHING MEMBRANE BRICK VANEER TO BEINSTALLED IN ACCORDANCEWITH CODES.(SEE R703.7.4.1, R703.7.4.1 EXCEPTION, ANDR703.7.4.1.1 OF THE FLORIDABUILDING CODE.) BRICK TIES TO BE INSTALLED AS FOLLOWS:(R703.7.4.1 & R703.4.1 EXCEPTION) 120+mph= NO GREATER THAN 18"110mph= NO GREATER THAN 24" 11_4" BRICK @ FOUNDATION DETAIL STUCCO OVER LATH & BARRIER STUCCO APPLICATION MID-WALL DETAIL EXTERIOR WALLS SHALL HAVE THE EXT.SHEATHING RAISED OFF OF THE CONCRETEFOUNDATION AND ALIGNED WITH THE FACEOF THE FOUNDATION MID-WALL DRIP SCREED WATER RESISTANT BARRIER (2 LAYERSREQUIRED) FASTEN LATHE AT 7" o/c, w/ MIN 3_4"PENETRATION INTO FRAMING 1_2" STUCCO MINIMUM NOT TO SCALE TERMINATE STUCCO AT BASE OF WOOD STUCCO OVER LATH & BARRIER 4 1/4" STONE APPLICATION DETAIL EXTERIOR WALLS SHALL HAVE THE EXT. SHEATHING RAISED OFF OF THE CONCRETEFOUNDATION AND ALIGNED WITH THE FACEOF THE FOUNDATION DRIP SCREED PER ASTM 1063-03 STRUCTURE PER ASTM C-926 A2.2.2 CONCRETE SLAB WATER RESISTANT BARRIER (2 LAYERSREQUIRED) FASTEN LATHE AT 7" o/c, w/ MIN 3_4" PENETRATION INTO FRAMING DRIP SCREED-SURFACE SHOULD NOT BE BLOCKED W/FINISH MATERIAL FOR DRAINAGE PURPOSES STONE OVER LATH & BARRIER TYPICAL FOAM ACCENT FEATURE DETAIL NOT TO SCALE EXTERIOR WALL STUDS (BY OTHERS) SHEATHING (BY OTHERS) WEATHER RESISTANT BARRIER METAL LATHE (TYP.) FOAM ACCENT FEATURE APPLIEDOVER METAL LATHE CORNER BEAD ONE COAT1_2" SYNTHETIC SYSTEM SLOPE FOR INCREASED DRAINAGE FIBERGLASS SHINGLE ROOFING OVERFELT UNDERLAYMENT OVER ROOFSHEATHING OVER PRE-FAB WOODTRUSSES. VALLEY SHINGLE INSTALLATIONINSTALL SHINGLE USING "WEAVE" METHOD" 1. EXTEND (1) FULL SHINGLE MIN. 12" PAST CENTERLINE OF VALLEY. SEE MFG. WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLASTION INFORMATION. 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTERLINE A B C A B C WINDOW SILL DETAIL (BRICK)DETAIL NOT TO SCALE WINDOW TO BE SET INFRAMED ROUGHOPENING ROUGH LUMBER FORMINGFRAMED OPENING WEATHER WRAP TAPE INSTALLED OVERWEATHER BARRIER AND OVERLAPPINGSILL LUMBER OF FRAMED OPENING WEATHER BARRIER TO BE INSTALLEDPER CODE OVERLAPPING ROUGHOPENING LUMBER WHERE NEEDED SECONDARY WEATHERTAPE TO BE INSTALLEDOVER ENTIRE WINDOWFLANGE PER CODE O.S.B. SHEATING PERCODE O.S.B. SHEATING PERCODE WINDOW FLANGE AIR SPACE PER CODE FLASHING TO BEINSTALLED PER CODE LINTELS TO BE INSTALLEDOVER OPENINGS AND TO BEDONE IN ACCORDENCE WITHLOCAL CODES MOISTURE BARRIER OR WEATHERWRAP INSTALLATION PER CODE HEADER DETAIL (BRICK) DETAIL NOT TO SCALE O.S.B. SHEATING PERCODE AIR SPACE PER CODE 24" WIDE METAL VALLEY FLASHINGOVER FELT UNDERLAYMENT VALLEY FLASHING DETAIL CHIMNEY FLASHING KICKOUT FLASHING DETAIL1/2""Z" FLASHING 32 GA. GALVANIZED (NOT TO SCALE) 2 1/2" METAL DRIP EDGE 26 GA. GALVANIZED (NOT TO SCALE)PLUMBING STACK FLASHING DETAIL PIPE BOOT GALVANIZED METALFLANGE (NOT TO SCALE) 5 X 5 ANGLE FLASHING 26 GA. GALVANIZED2 1/2"2 3/4" 5" 5"2 1/8"3/8" or 5/8" SCALE: 1/2" = 1'-0" FASTENING: w 3/8" DIA. HEADNAILS 1 1/4" LONG 4 - 11 or 12 GAUGE WALLS MEET ROOF) 5 X 5 ANGLE FLASHING (WHERE CHIMNEYS AND 26 GA. GALVANIZED DOUBLE 2x TOP PLATE R-19 INSULATION 1/2" CEILING BOARDor 5/8" SHEETROCK TRUSSES @ 24" O.C. PRE-ENGINEERED PANELS JOIN HORIZONTALY) (WHERE EXTERIOR BUILDING "Z" FLASHING 26 GA. GALVANIZED W/ APPROV. HURRICANE ANCHOR AT ENDS OF FLASHING DETAILS and SHINGLE INFORMATION (SEE ELEV. FOR FASCIA TYPE) PLUMB CUT 2 1/2" METAL DRIP EDGE 26 GA. GALVANIZED VINYL SOFFIT EACH TRUSS W/ 1/2" CLIPS OVER 7/16" O.S.B.ON 15# FELTFIBERGLASS SHINGLES ASTM D 3161, CLASS F ASTM D 3018, TYPE I UL CLASS A FIRE RATING: UL WIND RESISTANCE: VALLEY FLASHING: ELEV.SEE 12 26 GA GALVANIZED18" WIDE FLASHING TAMKO 3-TAB SHINGLES 5X5 STEP FLASHING STUCCO ONPAPER BACKEDMETAL LATH SHEATHING ROOF SHEATHING WOOD FRAMINGHOUSE-WRAP 26-GAUGE FINISH GRADE FINISH FLOOR 2X4 PLATE 7/16" O.S.B. SHEATHING METAL LATH (PER ASTM C 1063) W/GRADE D FELT BACKING 1/4" HOLES @ 6" O.C. PVC SCREED W/ STUCCO (PER ASTM C 926) ON SET BACK 7/16"FROM EDGE OF SLAB(O.S.B. TO BE FLUSHWITH EDGE OF SLAB) TERMINATE STUCCO AT BASE OF WOOD 4 1/4" STUCCO APPLICATION DRIP SCREED DETAIL EXTERIOR WALLS SHALL HAVE THE EXT.SHEATHING RAISED OFF OF THE CONCRETEFOUNDATION AND ALIGNED WITH THE FACEOF THE FOUNDATION DRIP SCREED PER ASTM 1063-03 STRUCTURE PER ASTM C-929 A2.2.2 CONCRETE SLAB FINISH GRADE ROWLOCKBRICK VENEERBRICK AIR INFILTRATIONBARRIER SINGLE-HUNGWINDOW W/NAILING FLANGE 1" AIR SPACE SEALANT SLOPE TODRAIN DRYWALL FLASHINGPVC SILL @ 32" O.C. MAX.WEEP HOLES TRIMROWLOCK VENEERBRICK FLASHINGPVC HEAD SINGLE-HUNGWINDOW W/NAILING FLANGE AIR INFILTRATIONBARRIER. SOFFITVINYL SEALANTAT PERIMETEROF WINDOW @ 32" O.C. MAX.WEEP HOLES 2X6 SUB- FACIA 1X2 NAILER OVER 14'-2"3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 1/4" = 1'-0" 3/10/2020 4:58:49 PM D1 DETAILS 1 OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202) TOP LEFT CORNER OF WINDOW WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. EXTEND JAMB FLASHINGTO OVERLAP SILLFLASHING. EXTENDJAMB FLASHING 8 1/2"ABOVE ROUGHOPENING AT HEAD.TUCK TOP OFJAMB FLASHINGUNDER THE FLAPOF WRB AT THEHEAD. SEE DIAGRAM. CUTLINE 135° 9"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. SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,PLUMB, AND LEVEL CONDITION. USE CORROSIONRESISTANT FASTENERS. FASTEN WINDOWS PERWINDOW MANUFACTURER SPECIFICATIONS. SILL FLASHING WEATHER RESISTANTBARRIER (WRB) 6 9" 1 1 4" INTERIOR VIEW JAMB FLASHING5 APPLY CONT SELF ADHESIVE FLASHING THATEXTENDS ATLEAST 4" BEYOND ROUGH OPENING JAMB FLASHING WINDOW INSTALLATION 4 4 2 4 615 A 4 "SEALANT BEADBEHIND MOUNTINGFLANGE. 3 SEALANT SECURE WRBAT HEAD EXTENDHEAD FLASHING BEYONDEACH JAMB FLASHING. HEAD FLASHING A FLASHING AT HEADEXTENDS 1" BEYONDJAMB FLASHING. 5 THROUGH WINDOW JAMB FLASHING 6 SECTION A APPLY A 4" SELF ADHESIVE HEADFLASHING OVERLAPPING THEWINDOW FLANGE EXTENDED 4"PAST THE ROUGH OPENING REMOVE PREVIOUSLY APPLIEDTAPE, ALLOWING WRB TO LAYFLAT OVER HEAD FLASHING.APPLY NEW SHEATHING TAPEOVER DIAGONAL CUT - SEEDIAGRAM. INSTALL 6" WIDE SELF ADHESIVESILL FLASHING THAT EXTENDS 4"BEYOND OPENING APPLY BEAD OF SEALANTAT BACK OF WINDOWFLANGE & SET WINDOW USINGPAN HEAD SCREWS TOFACILITATE INSPECTION. APPLY A 4" SELF ADHESIVE JAMBFLASHING OVERLAPPING THEWINDOW FLANGE EXTENDED 4"PAST THE ROUGH OPENING IN WATER SHEDDING FASHION,STARTING AT THE BASE OFTHE WALL & WORKING TOWARDSTHE TOP, INSTALL THE WRBTO THE FACE OF THESHEATHING. CUT AN INVERTED "Y" STEPS 6 5 3 4 1 2 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 ARCHED WINDOW TOP LEFT CORNER OF DOOR WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION.FLASHING APPLIED OVER THE FACE OF THE FRAME. CUT TWO STRIPS OF FLASHING LONGENOUGH TO EXTEND WITHIN1_2" OFTHE BOTTOM OF THE SILL FLASHINGAND5" BELOW THE TOP OF THE HEADFLASHING. REMOVE THE RELEASEPAPER AND ALIGN THE FLASHINGFLUSH AGAINST THE ROUGH OPENINGOF THE DOOR. FOLLOW THE SAMEPROCEDURE FOR THE OTHER SIDE OFTHE DOOR. CUTLINE 135° 9"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. SHIM AND ADJUST DOOR TO ACHIEVE SQUARE,PLUMB, AND LEVEL CONDITION. USE CORROSIONRESISTANT FASTENERS. FASTEN DOORS PERDOOR MANUFACTURER SPECIFICATIONS. WEATHER RESISTANTBARRIER (WRB) 9" 1 5" JAMB FLASHING4 APPLY CONT. SEAL TO THE MOUNTINGFLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) JAMB/HEAD FLASHING DOOR INSTALLATION 5 6 -1/2 "SEALANT EXTEND BOTTOM OF THEHEAD FLASHING AGAINSTTHE PREVIUOSLY APPLIED HEAD FLASHING7 6INSTALL SILL FLASHING IN WATER SHEDDING FASHION,STARTING AT THE BASE OFTHE WALL & WORKING TOWARDSTHE TOP, INSTALL THE WRBTO THE FACE OF THESHEATHING. STEPS 6 5 3 4 1 2 INSTALL SILL PAN INSTALL JAMB FLASHING INSTALL HEAD FLASHING INSTALL DOOR UNIT AS PERMANUFACTURER'S INSTRUCTIONAPPLY SEALANT TO DOOR HEADFLASHING7 OF THE DOOR. EXTEND SEALANT AT JAMBS 6-1/2"ABOVE THE ROUGH OPENING AT HEAD. EMBEDJAMB FLASHING INTO SEALANT AND FASTEN INTOPLACE. (FLASHING LIES OVER SEALANT). RIGID HEAD FLASHING SEALANT (FLASHING GOESOVER SEALANT). EXTEND HEADFLASHING BEYOND EACH JAMBFLASHING. FASTEN IN PLACE. INTERIOR VIEW SEALANT 6 -1/2 " 8 Install GreenGuard® Building Wrapover the entire exterior wall and make amodified "I" cut through the buildingwrap at the window opening (see Figure4A). Cut a header flap in the buildingwrap and fold material above top ofwindow and tape. Cut building wrap onsill to promote flashing-to-woodadhesion. On the sides of the roughopening, mark off a vertical line approximately 3 inches from theopening. Cut the building wrap along themarked vertical lines on the sides ofthe opening. The cut will end at theparallel point along the bottom of therough opening. Remove wrap fromthe inside of the rough opening andinstall sill flashing (see Figure 4B).Follow sill flashing recommendationsin Section 5A. Install the window in accordance withthe window manufacturer's installationinstructions. (see Figure 4C). Typically,this requires that a bead of sealant beapplied to the back side of the windowflange prior to installing the window.IMPORTANT: DO NOT SEAL THEBOTTOM FLANGE OF THE WINDOW.Attach the window using fastenersspecified by the window manufacturer. Install the jamb flashing so that itoverlaps the sill flashing (see Figure4D). Notice that the flashing will nowseal directly to the window flange andthe sheathing, while still integrating theedge of the building wrap. Install the head flashing so that it overlaps and extends beyondthe jamb flashing. Fold the building wrap down at the header so that it overlaps thehead flashing (see Figure 4E). As part of the enhanced installation, seal the diagonalcuts with a section of GreenGuard® Flashing. Also install a 3-inch section of flashingat the center of the header flap to hold the wrap in place (see Figure 4F). If thebuilding wrap is the primary air barrier, then tape across the entire header. FIG. 4E: INSTALLATION OF WINDOW HEADFLASHING FIG. 4F: FINISHING OF WINDOW HEADFLASHINGFIG. 4D: INSTALLATION OF WINDOW JAMBFLASHING FIG. 4C: INSTALLATION OF WINDOWNOTE:DO NOT SEAL BOTTOM FLANGE OFWINDOW FIG. 4B: INSTALLATION OF SILL FLASHINGAND CUT BACK OF WRAP ON THE SIDESFIG. 4A: PREPARATION OF ROUGH OPENING FIG. 5: INSTALLATION OF FLASHINGARCHED WINDOW GreenGuard® SuperStretch™ Butyl Flashing will conform to the contour ofany opening with arched or curved dimensions as shown in Figure 5.Remove the release paper and then press GreenGuard® SuperStretch™Butyl Flashing against the wall, making sure that all flashing seams areoverlapped at least 2 inches (50 mm). 3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 1/4" = 1'-0" 3/10/2020 4:58:54 PM D2 DETAILS 2 OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202) 1'-0"1'-8"1'-4"12" MIN. 8" MIN.1'-8"1'-0"1'-8"1'-4" 2 STORY TYPICAL WALL SECTIONTYPICAL WALL SECTION N.T.S. TYPICAL WALL SECTION TYPICAL WALL SECTION STEM WALL FOUNDATION W/6x6 10/10 W.W.F.4" CONCRETE SLAB (2500 PSI MIN.) VAPOR BARRIER OVERCOMPACTED FILL12" MIN 8" MIN 1'-4" (MAX) VENTED VINYL SOFFIT PLUMB OR SQUARE CUT (SEE ELEVATIONS)2X6 SUB-FASCIA BOARD FIBERGLASS SHINGLES ON 15# FELT OVER 7/16" O.S.B.SHEATHING W/ 7/16" PLYWD.CLIP ON ROOF TRUSSES @ HURRICANE CLIP @ EACH TRUSS INSTALLED ON 24" O.C. ATTACHMENTSEE STRUCTURAL ENGINEERING PLAN FOR2PLY #2 SYP TOP PLATES W/ 48" LAP, 1/2" GYPSUM BOARD BASE MOULD R-15 BATT INSULATION @ 2"X4" WALLS8'-1 1/8" @ 8' CLGS.10'-1 1/8" @ 10' CLGS.4,5,6,7,8 12 GRADE SCALE: REFER TO STRUCTURAL ENGINEERING ROOF SHEATHING NAILING PATTERN 5/16" HARDIPANEL SIDING OVER WRAP DRIP & SUB-FASCIA W/VINYL/ALUM. FASCIA MATERIAL APA APPROVED 7/16" SHEATHING OR4" CONCRETE SLAB (2500 PSI MIN.) WITH FIBERMESH REINFORCEDCONCRETE AS PERMANUFACTURES SPECIFICATIONS HARDIPANEL VINYL SIDINGVINYL SIDING OVER SPF STUDS @ 16" O.C. 8'-0" TO PLATE HEIGHTSEE STRUCTURAL NOTES FOR STUDREQUIREMENTS ON HIGHER PLATE HEIGHTS. APA APPROVED 7/16" SHEATHING STUCCO METAL LATH (PER ASTM C 1063) WITH VAPOR BARRIER OVER VAPOR BARRIER OVER STUCCO (PER ASTM C-926) ON GRADE D FELT OVER AT 144 SQ.FT. ON VERTICAL SURFACESNOTE: CONTROL JOINTS SHALL BE PLACED EXTERIOR SIDE OF WALL, REFER VAPOR BARRIER TO CONTINUESTUCCO STOP TO BE INSTALLED AT SOFFIT OVER THE TOP PLATE SOFFIT R-21 BATT INSULATION @ 2"X6" WALLS SEE STRUCTURAL FOUNDATION PLAN DETAILSFOR FOOTING SIZE & REINFORCEMENT ONE-STORY MONOLITHIC FOOTING SEE STRUCTURAL FOUNDATION PLAN DETAILSFOR FOOTING SIZE & REINFORCEMENT TWO-STORY MONOLITHIC FOOTING SHOE PLATE ANCHORING PER STRUCTURAL PLANS APA APPROVED 7/16" SHEATHINGVAPOR BARRIER OVER TO STRUCTURAL ENGINEERING 1X2 NAILER OVER INSTALL EVE BAFFLES PERFBC ENERGY CONSERVATION(R402.2.3) 2" POSITIVE AIRSPACE UNDER SHEATHINGOR 6" OPEN CELL SPRAY FOAM ATTIC ALL PERIMETER TO BE 2' DEEP INSULATION ON UNDERSIDE OFROOF SHEATHING R-19 INSULATION W/ R-38 BLOWN W/ BASE MOULD8'-1 1/8" @ 8' CLGS.10'-1 1/8" @ 10' CLGS.7" HARDIE LAP SIDING OVERHARDIE LAP SIDING APA APPROVED 7/16" SHEATHINGVAPOR BARRIER OVER R-15 BATT INSULATION @ 2"X4" WALLSR-21 BATT INSULATION @ 2"X6" WALLS ATTACHMENTSEE STRUCTURAL ENGINEERING PLAN FOR2PLY #2 SYP TOP PLATES W/ 48" LAP, 1/2" GYPSUM BOARD OR 5/8" REGULAR GYPSUM BOARD1/2" CEILING RATED GYPSUM BOARDWINDOW & DOOR HEADER SEE ENGINEERING SPECIFICATIONS WINDOW VINYL SINGLE HUNG CW MIN. 1/2" INSUL.GLASS AND HALF SCREENSMUNTINS AS SHOWN ON ELEVATIONS 16" OPEN WEB FLOOR TRUSSES @ 24" O.C.3/4" T&G SUBFLOOR GLUED AND NAILED FLOOR (SEE TRUSS ENGINEERING FOR SPECIFICATIONS) CEILING TEXTURE OR 5/8" REGULAR GYPSUM BOARD1/2" CEILING RATED GYPSUM BOARD CEILING TEXTURE 1'-4 3/4"SPF STUDS @ 16" O.C. 8'-0" TO PLATE HEIGHTSEE STRUCTURAL NOTES FOR STUDREQUIREMENTS ON HIGHER PLATE HEIGHTS. SHOE PLATE ANCHORING PER STRUCTURAL PLANS @ 16" O.C. 8'-0" TO PLATE HEIGHT BRICK VENEER W/ 1" AIRSPACE OVER SEE NOTES FOR STUD REQUIREMENTS VAPOR BARRIER OVER 7/16 O.S.B.ON 2"x4" SPF STUDS ON HIGHER PLATE HEIGHTS. OPEN HEAD JOINT WEEP HOLES @ 32" O.C. GRADE 6" BRICK LEDGE 1'-0" COMPACTED FILLVAPOR BARRIER OVER BASE MOULD 6" SEE STRUCTURAL FOUNDATION PLAN DETAILSFOR FOOTING SIZE & REINFORCEMENT ONE-STORY MONOLITHIC FOOTING 1'-4" CONCRETE AS PERWITH FIBERMESH REINFORCED4" CONCRETE SLAB (2500 PSI MIN.) W/6x6 10/10 W.W.F.4" CONCRETE SLAB (2500 PSI MIN.) MANUFACTURES SPECIFICATIONS OR ONE COURSE ABOVE FINISH GRADE PROVIDE CONTINUOUS PVC FLASHING WITH AND AT ALL SUPPORTS INCLUDINGSHELF ANGLES AND LINTELS ONE PER 2.67 S.F. WALL AREA (MAX) OR@ 24" O.C. (MAX) VERTICAL AND HORIZONTAL.22 GAUGE x 7/8" CORRUGATED SHEET METAL TIES WHEN WIND SPEEDS ARE 110-130 M.P.H.USE TIES @ 18" (MAX). AND 1.8 S.F. (MAX) W/6x6 10/10 W.W.F.4" CONCRETE SLAB (2500 PSI MIN.) VAPOR BARRIER OVERCOMPACTED FILL12" MIN 8" MIN 1'-4" (MAX) VENTED VINYL SOFFIT FIBERGLASS SHINGLES ON15# FELT OVER 7/16" O.S.B.SHEATHING W/ 7/16" PLYWD.CLIP ON ROOF TRUSSES @ HURRICANE CLIP @ EACH TRUSS INSTALLED ON 24" O.C. ATTACHMENTSEE STRUCTURAL ENGINEERING PLAN FOR2PLY #2 SYP TOP PLATES W/ 48" LAP, 1/2" GYPSUM BOARD BASE MOULD R-15 BATT INSULATION @ 2"X4" WALLS8'-1 1/8" @ 8' CLGS.10'-1 1/8" @ 10' CLGS.OR 5/8" REGULAR GYPSUM BOARD1/2" CEILING RATED GYPSUM BOARD 12 GRADE SCALE: REFER TO STRUCTURAL ENGINEERING ROOF SHEATHING NAILING PATTERN 5/16" HARDIPANEL SIDING OVER APA APPROVED 7/16" SHEATHING OR4" CONCRETE SLAB (2500 PSI MIN.)WITH FIBERMESH REINFORCED CONCRETE AS PERMANUFACTURES SPECIFICATIONS HARDIPANEL VINYL SIDING VINYL SIDING OVER SPF STUDS @ 16" O.C. 8'-0" TO PLATE HEIGHTSEE STRUCTURAL NOTES FOR STUDREQUIREMENTS ON HIGHER PLATE HEIGHTS. APA APPROVED 7/16" SHEATHING STUCCO METAL LATH (PER ASTM C 1063) WITH VAPOR BARRIER OVER VAPOR BARRIER OVER STUCCO (PER ASTM C-926) ON GRADE D FELT OVER AT 144 SQ.FT. ON VERTICAL SURFACESNOTE: CONTROL JOINTS SHALL BE PLACED EXTERIOR SIDE OF WALL, REFER VAPOR BARRIER TO CONTINUESTUCCO STOP TO BE INSTALLED AT SOFFIT OVER THE TOP PLATE SOFFIT R-21 BATT INSULATION @ 2"X6" WALLS SEE STRUCTURAL FOUNDATION PLAN DETAILSFOR FOOTING SIZE & REINFORCEMENT TWO-STORY MONOLITHIC FOOTING SEE STRUCTURAL FOUNDATION PLAN DETAILSFOR FOOTING SIZE & REINFORCEMENT ONE-STORY MONOLITHIC FOOTING SEE STRUCTURAL FOUNDATION PLAN DETAILSFOR FOOTING SIZE & REINFORCEMENT TWO-STORY MONOLITHIC FOOTING R-15 BATT INSULATION @ 2"X4" WALLSR-21 BATT INSULATION @ 2"X6" WALLS SHOE PLATE ANCHORING PER STRUCTURAL PLANS SHOE PLATE ANCHORING PER STRUCTURAL PLANS APA APPROVED 7/16" SHEATHINGVAPOR BARRIER OVER TO STRUCTURAL ENGINEERING INSTALL EVE BAFFLES PERFBC ENERGY CONSERVATION(R402.2.3) 2" POSITIVE AIRSPACE UNDER SHEATHINGOR 6" OPEN CELL SPRAY FOAM ATTIC ALL PERIMETER TO BE 2' DEEP INSULATION ON UNDERSIDE OFROOF SHEATHING R-19 INSULATION W/ R-38 BLOWN W/ VAPOR BARRIER OVERCOMPACTED FILL 1'-4" (MAX) VENTED VINYL SOFFIT FIBERGLASS SHINGLES ON15# FELT OVER 7/16" O.S.B.SHEATHING W/ 7/16" PLYWD.CLIP ON ROOF TRUSSES @ HURRICANE CLIP @ EACH TRUSS INSTALLED ON 24" O.C. ATTACHMENTSEE STRUCTURAL ENGINEERING PLAN FOR2PLY #2 SYP TOP PLATES W/ 48" LAP, 1/2" GYPSUM BOARD BASE MOULD R-15 BATT INSULATION @ 2"X4" WALLS8'-1 1/8" @ 8' CLGS.10'-1 1/8" @ 10' CLGS.12 GRADE SCALE: REFER TO STRUCTURAL ENGINEERING ROOF SHEATHING NAILING PATTERN EXTERIOR SIDE OF WALL, REFER VAPOR BARRIER TO CONTINUESTUCCO STOP TO BE INSTALLED AT SOFFIT OVER THE TOP PLATE SOFFIT R-21 BATT INSULATION @ 2"X6" WALLS CHAIR BLOCK W/ 1 #5 CONT. SHOE PLATE ANCHORING PER STRUCTURAL PLANS TO STRUCTURAL ENGINEERING INSTALL EVE BAFFLES PERFBC ENERGY CONSERVATION(R402.2.3) 8" CMU FOR STEM WALL FOUNDATION DEEPEN FOOTER (SEE STRUCTURALENGINEERING PLANS FOR FOOTER DETAIL) (SEE STRUCTURAL ENGINEERING PLANSFOR DETAIL) W/6x6 10/10 W.W.F.4" CONCRETE SLAB (3000 PSI MIN.) OR4" CONCRETE SLAB (3000 PSI MIN.)WITH FIBERMESH REINFORCED CONCRETE AS PERMANUFACTURES SPECIFICATIONS 2" POSITIVE AIRSPACE UNDER SHEATHINGOR 6" OPEN CELL SPRAY FOAM ATTIC ALL PERIMETER TO BE 2' DEEP INSULATION ON UNDERSIDE OFROOF SHEATHING R-19 INSULATION W/ R-38 BLOWN W/ PLUMB OR SQUARE CUT (SEE ELEVATIONS)2X6 SUB-FASCIA BOARDWRAP DRIP & SUB-FASCIA W/VINYL/ALUM. FASCIA MATERIAL 1X2 NAILER OVER PLUMB OR SQUARE CUT (SEE ELEVATIONS)2X6 SUB-FASCIA BOARDWRAP DRIP & SUB-FASCIA W/VINYL/ALUM. FASCIA MATERIAL 1X2 NAILER OVER 7" HARDIE LAP SIDING OVERHARDIE LAP SIDING APA APPROVED 7/16" SHEATHINGVAPOR BARRIER OVER CEILING TEXTURE OR 5/8" REGULAR GYPSUM BOARD1/2" CEILING RATED GYPSUM BOARD 5/16" HARDIPANEL SIDING OVER APA APPROVED 7/16" SHEATHING HARDIPANEL VINYL SIDING VINYL SIDING OVER SPF STUDS @ 16" O.C. 8'-0" TO PLATE HEIGHTSEE STRUCTURAL NOTES FOR STUDREQUIREMENTS ON HIGHER PLATE HEIGHTS. APA APPROVED 7/16" SHEATHING STUCCO METAL LATH (PER ASTM C 1063) WITH VAPOR BARRIER OVER VAPOR BARRIER OVER STUCCO (PER ASTM C-926) ON GRADE D FELT OVER AT 144 SQ.FT. ON VERTICAL SURFACESNOTE: CONTROL JOINTS SHALL BE PLACED APA APPROVED 7/16" SHEATHINGVAPOR BARRIER OVER 7" HARDIE LAP SIDING OVERHARDIE LAP SIDING APA APPROVED 7/16" SHEATHINGVAPOR BARRIER OVER CEILING TEXTURE (MONOLITHIC) BRICK VENEER)(MONOLITHIC WITH (MONOLITHIC) (STEM WALL FOUNDATION) 4,5,6,7,84,5,6,7,8 3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 1/4" = 1'-0" 3/10/2020 4:58:58 PM D3 TYPICAL WALL SECTIONS OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202) 3840 Crown Point Rd.Suite CJacksonville, FL 32258 Tel 904.268-2511Fax 904.268-2412 SCALE JOB NUMBER DATE DRAWN BY CHECKED BY REVISION DATE COLLINS BUILDERS GROUP LLC.REV DESCRIPTION TRUSS CRC1326552 1/4" = 1'-0" 3/10/2020 4:59:02 PM D4 HARDIE DETAIL OS1202AUG. 5 2019 WMJABC OS12022331 MOD RIGHT COURTYARD GARAGE51 FORRESTAL CIRCLE SATLANTIC BEACH, FL 32233HEDGE RESIDENCE (OS1202)