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2X4 TOP PLATE <br />PLAN <br />copom MEAD <br />PRE <br />iPt1159 ux• TWfX, 2 casr s• f111 !!! <br />rop"LANo Ci3'RM STIMIC'NRAL FOR . <br />I/2' CLG. BOARD RASTER APRIED REWOPICEMENT <br />Dummy 1O <br />MASQRr ATT P.T. YD <br />ATT/¢SP TO RL.L <br />NOTE: STUDS IN 5' DIA. SLEEVE, AS PM <br />PARTITIONS SUPPORTING DO NOT GUT AIT�AL Mla <br />1/2' DRYWALL WALL HUNG PLUMBING REBAR v'ILx'"� °°P1 GE p®¢ wpD 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL PIPE a WOM STRIP LONGWOOD, FL 32750 <br />CABINETS SHALL BE NOT LK "01D"� "i PH: 407-774607s <br />LESS THAN 2x4, WHERE BOND BEAM O NOT CUT fF�C lLQ�l .DR6M LI! DOOR r y fY, FAX 407-7744078 <br />SOLID GROUT THE BOND CALY.*Tm <br />SECURE ST. 2X4 WOOD SPACED NOT MORE W/ (I)- r5 BEAM OrP YI. BD. "RACK HMACKV6 WwwAA #: 0003325� <br />PLATE TO SLAB STUDS •24• THAN 16' O.C. OR, NOT _ .boD MAN worn JAJA•er PER <br />O� LESS THAN 2x6 WHERE (2) COURSE REBARS PRODUCT trxv. eTEel OVERMAD DOOR <br />NAIL 32' OG SPACED NOT MORE <br />MAX THAN 24' O.G. <br />- <br />AFF9WVAL VERrhCAL TRAcx <br />pia.my �. r MK <br />FASTENM TO <br />TRACK BRACKWM <br />B,FNAVLCr RPa" <br />AFFROVAL Rua. <br />BY ONtRs <br />�� <br />FIPL FLR <br />2A PIPE THROUGH BOND BEAM <br />2a GAS LINE THRU BLACK <br />3 GARAGE DOOR JAMBS <br />(i)TYP. INT. WALL ( NON— BRG.) <br />D1 SCALE: 3/4'-1'-0' <br />acalt. V1••Y-s <br />D1 1/2'- -0 <br />D1 SCALE: 3/4'.I'-O' <br />FIBERGLASS SHINCTLES <br />WITH UNDERLAYMENT <br />FI5ERGLA55 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR W5JJ. <br />ROOF SHEATHING <br />2X4 OPF 24' O.G. MAX <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBGR W5.1.1. <br />ROOF SHEATHING <br />THICKNES6 AS PER <br />SHEET SNL <br />r7 <br />gm <br />o <br />9� <br />m <br />a <br />u <br />c <br />� <br />FIBERGLASS SHINGLES THICKNESS AS P£R <br />WITH UNDERLAYMENT AS PER FBCR `]05.11 SWEET SNI, SECURED PER PER STRUCTURAL DETAILS SECURED PER <br />AS PER FBCRERLA 9�.LL ROOF SHEATHING FASTENER SCHEDULE <br />ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE <br />SHEET D1 <br />THICKNE86 AS PER -5TIFFBACK AT ALL UPRIGHTS <br />SHEET SNL SECURED SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER OR /S' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL DRIP EDGE <br />SCHEDULE STTREN63TW CLG. 2x FASCIA PER MAX Ax. <br />PRE-ENG WD. TRUSS 2x FASCIA PER <br />BOARD RENCE ELEVATIONS O ELEVATIONS N <br />VENTED SOFFIT <br />VAT STRUCTURAL PER ELEVATION VENTED SOFFIT � W <br />/// <br />P'RE-ENG TRU55 SEE ENERGY CODE FORME FOR PRE-ENG TRUSS, WALL SHEATHING CONT. 2x RAT RUN SECURED PER O <br />INSULATION R-VALUES STRUCTURAL DETAILS, <br />REFERENCE STRUCTURAL 7HICKNE89 A8 PER SEE ENERGY CODE FORMS FOR WALL SHEATHING = <br />MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THICKNESS AS PER <br />PER ELEVATION FASTENER SGHEDUL£ PER ELEVATION SHEET SNL SECURE PER <br />2x FASCIA PER nP 2x FASCIA PER ON SWEET SKI FASTENER SCHEDULE <br />ELEVATIONS OJ4 ELEVATIONS ON SHEET 8NI. <br />GA <br />BLE ABLE TRUSS 5/8' GYPSUM BOARD OR 1/2 <br />VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WINDOW ATTAC4 1ENT WEEP SCREED <br />AS PER <br />DETAILS MANUFACTURES SECATIONSSTRUCTURAL <br />2x P.T.SECURED PER <br />R-4J INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTAcwmENT AS PER <br />STRUCTURAL <br />MANJFACTURES SPECIFICATIONS <br />tx2 P.T. FURRING <br />RENCE <br />STRUCTURAL <br />STRIPS 0 24' O.C. <br />1/2' THICIe, 2 COAT PORTLAND <br />_ <br />Ix2 P.T. FURRING <br />S' G7'n1 <br />CEMENT PLASTER APPLIED <br />STRIPS * <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I/!' THICK, 2 COAT <br />V2 GYP. WL.•BD. <br />CEMENT PLASTER APPLIED <br />1/2' GYP. ILL. BD. <br />PORTLAND <br />5, cm <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRj <br />0'-0' FIN. FLR <br />0'-0' W FLR� <br />0'-0' FIN. FLR <br />b <br />S' cm <br />ROOF SHEATHING THICKNESS IS <br />tl <br />ROOF SHEATHING THICKNESS 15 <br />ENGINEERED PER ASCE 1-I6 IN <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a <br />C <br />ACCORDANCE WITH FBCR 2020 <br />u <br />TTH EDITION, SECTION R301.1-3 <br />4 <br />ITH EDITION, SECTION R301,13 <br />AND 160951 <br />AND 1609.5.1. <br />n W/ <br />WINDOW OPENING <br />n TYP. WALL SECTION <br />W/ WINDOW OPENING n <br />TYP. WALL SECTION <br />N <br />U <br />" " <br />NO OPENING <br />NO OPENING <br />NOTE: <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />rA <br />VBDrv. le IAT:BBOTT PARK <br />LOT 6 <br />BLOCK 7 <br />PHASE 2B <br />Pnon=T# <br />04181.02B-06071 <br />IW DXU <br />E401 <br />"2828—ENSLEYr' <br />DAaA0Z BIFMQ- <br />RIGHT <br />PAO]& <br />DETAILS <br />160 MPH EXP. C <br />/1Z—STORY HIP BLOCK WALL INSTALLATION Of ROOF `5�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-o' UNDERLAYMENT IN ACCORDANCE D1 SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE ATE FL <br />WITH FBCR W5.1.1.1 OF THE FBCR WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 iTH EDITION IS •4 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III TYPE 11 OR ASTM D486S TYPE III r� !� <br />OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. R 0 ' L <br />NO 23 <br />PRINT DATE 03 30 22 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />