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2X4 TOP PLATE <br />PLAN Y <br />PRE -FAD TRUSS <br />1/2' CLG. BOARD <br />1/2' DRYWALL � T`rr <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Od MASONRY <br />NAIL 0 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />OZ. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT� <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER 1 -0 <br />ELEVATIONS TYP. <br />OR <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />v-0' FIN. FLR� <br />5/S' GYPSUM EI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />�-- 3 5ro' OR 5 <br />1,12' DRYWALL 3ro' TOP <br />CHANNEL (25 <br />GA.) <br />1/2' DRYWALL <br />3 5/8' OR 5 3/8• METAL STUDS <br />24' Or— 20 GA METAL TO BE 5' DIA. SLEEVE, <br />INSTALLED N WALLS DO NOT CUT <br />RECEIVING UPPER/ LOVER 3 5ro' OR 5 <br />CARNETS AND TUB/SHOWER 25 3ro' BOTTOM REBAR <br />GA METAL TO BE INSTALLED 3/91 5 T M PIPE <br />IN ALL OTHER WALLS. STUDS GA) CHANNEL <br />(2SECURED <br />ro BE SPACED 16 OG. AT 2ND TO CONC BOND BEAM DO NOT CUT <br />FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' SOLID GROUT THE BOND <br />STAIR WELLS AND 15ATWROOM PAF 4 TO <br />WALLS W/ TILE FINISH WOOD FLOOR W/ (1)- "5 _ BEAM <br />W/ 1/4' WOOD (2) COURSE REBARS <br />WOOD BASEBOARD—� SCREW <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL 2)a PIPE THROUGH BOND BEAM <br />1A METAL STUDS NON—BRG. D1 SCALE:3/4'.1'-0' <br />D1 SCALE, 3/4'"I'-0' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />'RENCE STRUCTURAL <br />ELEVATION <br />--R-4U INSULATION <br />WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />r— SPECIFICATIONS <br />REFERENCE <br />/ STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />B' CMU <br />1/2, GYP. ILL. BD: <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />FIBERGLASS, SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.i.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />W-O' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 202E <br />ZTH EDITION, SECTION R301.13 <br />AND 16098.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(2:)I—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'"I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBGR 805.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHhJG <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' CMU <br />9' <br />.eo rN. <br />2B GAS LINE THRU BLACK <br />.GALS, N'•I'-O' <br />i-2X4 SPF 24' O.C. MAX — <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS-- <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENEFiGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />Ir <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. 15P - <br />WOOD 15ASE- <br />��i�Q�Ti�iTi�i���� <br />Oi�Q190 <br />i <br />r <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•i'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FECR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />EFA-i0 <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />a ACCORDANCE WITH FBCR 2020 <br />a - 1TH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALe, 3/a'"I'•®' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />202E ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA S: 0003325 <br />q <br />ll <br />a <br />iLL <br />SUI3DIV. Ae w7l <br />ABBOTT PARK <br />LOT# 28 <br />BLK. 12 <br />PROJECT# <br />04181.000-28121 <br />mODELa <br />3EAB <br />"1504— ALLEX" <br />GARAGE 971ING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />F-PMANT 08/14/21 <br />U9CALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />