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2X4 TOP PLATE — <br />.. <br />1/2, CLG. BOARD <br />PRE-FAB TO" <br />1,12' DRYWALL <br />SECURE BIT. <br />2X4 WOOD <br />PLATE TO SLAB <br />STUDS *24' <br />W/ 10d MASONRY <br />O.C. <br />NAIL 32' O.C. <br />MAX <br />SLAB <br />FIN, FLR <br />.71ULJu im <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 />(2)TYP. INT. WALL ( NON— BRG. ) <br />pl SCALE: 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F15CR WD.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 <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />�35/8'ORD <br />1/2' DRYWALL 3/8' TOP <br />CHANNEL (25 <br />GA,) <br />000WAR 85A0 <br />VJ• nacic x COAT <br />r cru aaa <br />FORTLAP CEMWT <br />M-4wn le APFLIED <br />STMC71RAL FOR <br />RLpilomw'M <br />1/2' DRYWALL <br />Doommy TO <br />MAaONlr <br />2.6 F.T. so <br />3 5/6' OR 5 3/8' METAL STUDS <br />ATTACK To FILL <br />O 24' .G. 20 GA METAL TO BE <br />�� <br />INSTALLED IN WALLS <br />T <br />Rto. <br />RECEIVING UPPER/ LOWER <br />3 b)W OR 5 <br />C^LK Aro DEAL <br />aEALAW � <br />CABINETS AND TUB/6HOWER I5 <br />3/S' BOTTOM <br />VaaR woo <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />0°A'T"a 6TRF <br />IN ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />MODM ALL <br />TO dE SPACED 16' O.C. AT 2ND <br />TO CONE <br />FL <br />I FL naEr. FOR.. <br />APDOLM Dnwi� <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />cm <br />T ,1G [�MA�OCEia <br />STAIR WELLS AND DATHRDOM <br />PAIR A TO <br />N' m• <br />FAMNED TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />uoao MAM <br />LOW JAMS Flit <br />W/ 1/4' WOOD <br />FRODYCT 6ALV.67%. <br />APPROVAL Rao. TRACK <br />OVERMaAD DOOR <br />Sr OTICR! <br />WOOD BASEBOARD <br />SCREW <br />;. <br />SVaRT� <br />FAMMM TO I <br />TRACK ando M ROOM <br />S <br />W/ FPW=T <br />APPROVAL RaO. <br />FINISH FLOOR <br />1—STORY TYP. <br />INT. WALL <br />_2B GAS LINE THRU BLOCK <br />s GARAGE DOOR <br />JAMBS <br />SCALE: 11/2'GI'-0' <br />1A METAL STUDS <br />(NON—BRG.) <br />D 1 SCALE: 3/4'.I'-C' <br />P15EIIZGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />AS PER FBCR W5.1.1. <br />WITH UNDERLAYMENT <br />ROOF SHEATHING <br />AS PER FBCR 805.IJ. <br />THICKNESS AS PER <br />ROOF SHEATHING <br />SHEET SNI. SECURED PER <br />THICKNESS AS PER <br />FASTENER SCHEDULE <br />SHEET SNI. <br />SECURED PER <br />5/8' GYPSUM BOARD <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />2x FASCIA PER <br />BOARD <br />OVPER <br />REFERENCE <br />ELEVATIONS <br />STRUCTURAL <br />VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />PRE -ENE° TRUSS <br />WALL SHEATHING <br />INSULATION R-VALUES <br />THICKNESS AS PER <br />REFERENCE STRUCTURAL <br />SHEET SNI.SECURE PER <br />ELEVATION <br />MTL. DRIP EDGE <br />FASTENER SCHEDULE <br />TYP. <br />2x FASCIA PER <br />ON SHEET SNI <br />ON. <br />ELEVATIONS <br />PRE -ENS. GABLE TRUSS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WEEP SCREED <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />—FERENCE <br />SSTTRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' THICK 2 COAT PORTLAND <br />$, CMU CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BED). <br />_ DIRECTLY TO MASONRY <br />WOOD BASE <br />0'-0' FIN. FLR <br />a <br />°a <br />n W/ WINDOW OPENING <br />ti <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R30I.13 <br />AND 160 1.5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4*-I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE It OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1/2' THICK, 2 COAT-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' cm <br />�2X4 SIFF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING 15ETILEEN TRUSSES <br />--PER STRUCTURAL DETAILS-- <br />STIFFBACK AT ALL UPRIGHTS <br />PER 8TRUCTURAL DETAILS <br />cu.. PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED F'ERJ <br />STRUCTURAL DETAILS <br />\ 0 SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. 60. <br />WOOD BASE <br />FIBERIGLASS SHINGLE$ <br />WITH UNDERLAYMENT <br />AS PER FBCR 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 />0 <br />< ° — 0'-0' FIN. FLR <br />a <br />" ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.13 <br />AND 160S.5.I. <br />W/ WINDOW OPENING Dn_ 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: 3/4'•I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR WS.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 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407.7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 A <br />a <br />U9VHE Ae IAT <br />ABBOTT PARK <br />LOT #2 <br />BLK #13 <br />PROJE'T6 <br />04181.00-02131 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 87RNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />0 <br />F-piturrDI 09/21/21 <br />SICALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />