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2X4 TOP FLATS <br />PRELEAS TRUSS <br />1/2' CLG. BOARD <br />VI' DRYWALL TVY <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL ♦ 32' O.C. <br />MAX <br />FIN. RR <br />1X4 WOOD <br />STUDS 024' <br />o_ <br />NOTE: 5TUD5 IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MOIRE <br />THAN 24' O.G. <br />(i TYP. INT. WALL (NON-BRG.) <br />D 1 SCALE: 3/4' •1'-0' <br />FIBERCsLA88 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <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 />1-m. <br />TYP. <br />O.N. <br />S/8' GYPSUM INOR 1/2' HIGH <br />STRENGTH CLG, <br />BOARD <br />35/S'oR 5 <br />V2' DRYWALL 3/S' TOP <br />044NEL (25 <br />GAJ <br />I/Y DRYWALL <br />3 6/6' OR 5 SW METAL STUDS <br />O 24' .C. 20 GA METAL TO BE <br />INSTALLED N WALLS <br />RECEIVNG UPPER/ LOWER <br />3 5/S' OR 5 <br />CABINETS AND TUMAHIOUER 25 <br />3ro' BOTTOM <br />GA. METAL TO BE INSTALLED <br />CH4MNEL (25 <br />N ALL OTHER WALLS. STUDS <br />GAU 8E0URED <br />TO BE SPACED IS' OL. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR UELLB AND BATHROOM <br />PAP s TO <br />WALLS W/ TILE FINISH <br />WOODFLooR <br />Wl V4' WOOD <br />WOOD BASEBOARDS <br />SCREW <br />'—FINISH FLOOR <br />1-STORY TYP. INT. WALL <br />1A METAL STUDS NON-BRG. <br />D 1 SCALE: 3/4'.I'-m' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS ♦ 24' OC. <br />8' CMU <br />1/2' GYP. WL BD: <br />WOOD BABE — <br />0'-0' FIN. FLRl <br />4 <br />a. <br />ti. <br />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 9.05.1.E <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 />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- •5 <br />(2) COURSE <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'■1'-0' <br />T`I _ J\ 0'-0' FIN. FLR <br />• ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />4•" ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />r.,, TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(2)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'•1'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.I.L <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE-'/ <br />/ 9' <br />2x FASCIA PER J MA <br />ELEVATIONS off <br />VENTED SOFFIT <br />WALL BREATHING <br />THICKNESS AS PER <br />SHEET ON]. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />UVEP SCREED <br />2. P.T. SECURED PER—// <br />Imo' THICK, 2 COAT---L-' <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR..L <br />8' Cm <br />0 t ; <br />; .�♦� <br />AV NAL <br />-r I_ <br />�i' <br />i <br />�i♦� <br />uLm <br />• <br />�. �•. <br />t <br />=■= <br />►_i�� <br />i21 i�i�iTi?i�iTi�iTi•4•iTi!i�i♦i <br />cm <br />t-2B'\ GAS LINE THRU BLOCK <br />�2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2)12d NAILS <br />• EA. END <br />2x BLOCKING IBETUEEN TRUSSES <br />--PER STRUCTURAL DETAILS — <br />STIFF SACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONT.'2x RAT RUN SECURED PER—"" <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' If <br />GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />4x2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PRIOR WS.U. <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 />U14LL SHEATHING <br />THICKNESS AS PER <br />SHEET BNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />r ' _ 0'-0' FIN. FLR <br />tl' - ROOF SHEATHING THICKNESS IS <br />~ ENGINEERED PER ASGE 1-I6 IN <br />•,a •, .4. <br />ACCORDANCE WITH FBCR 2020 <br />a• 1TH EDITION, SECTION R301.13 <br />AND &bees.&. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING JUN <br />ro ft.L I <br />R <br />IILG <br />coop <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4•.r-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486-B TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />L441LNRONALDREAGAN BLVD. <br />NGWOOD, FL32750 <br />H: 407-774.6078 <br />AX: 407-774-4078 <br />w.a bdesigngrou p.com <br />AA 8: 0003325 <br />G <br />b <br />AM <br />6 <br />Q <br />8xmDm da L•OT: <br />ABBOTT PARK <br />LOT #1 <br />BLK. #13 <br />[PROJECT <br />04181.00t-01131 <br />MODEL& <br />3EEB <br />"2260-ELSTON" <br />GARAGE DWING: <br />RIGHT <br />L <br />ILS <br />E <br />AO <br />2021 <br />DATE* 8/14/21 <br />8CAlX: 1/4"=1'-0" <br />8*=ET <br />D1 <br />