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PER e.'r�e..r1� 2X4 TOP PLATE <br />rLwv Y <br />PRE -FAD TRUSS <br />V2' CLG. BOARD <br />7 <br />IR' DRYWALL T )r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL a 32' Or - <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24. <br />or - <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />JETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL (NON—BRG.) <br />Dl SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRIl88 —// <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER T <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />1/2' THfCK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR- I <br />3 5/8, OR 5 <br />1/2' DRYWALL 3/8' TOP <br />C14ANNEL (25 <br />GA.) <br />1/2' DRYWALL <br />3 5/8' OR 5 3/8' METAL STUDS <br />24' OG. 20 GA METAL TO BE <br />INSTALLED N WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8, OR 5 <br />CABINETS AND TUS/BHOWER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CFIANVEL (23 <br />N ALL OTHER WALLS. STUDIO <br />GA) SECURED <br />TO BE SPACED 16' O.C. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BAT14ROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />WOOD BASEBOARD— <br />SCREW <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />-SEE ENERGY CODE FORMS <br />IFINSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />� <br />WINDOW ATTACHMENT <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—� <br />STRIPS • 24' O.C. <br />a, CMu <br />1/2' GYP. ILL. BD.� <br />WOOD BASE —� <br />n W/ WINDOW OPENING <br />ti <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />D 1 SCALE. 3/4' G I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 1105.1.1. <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 />0'-O' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609 5.1. <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D <br />SCALE: 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE 1 <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 D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />ao So& <br />w.i role eye uc <br />2B GAS LINE THRU BLACK <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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 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 />1/2' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. FLR <br />s' cl Mu <br />9' <br />APPIWV'r Am etm cooR <br />APPRD.•AL K6 by PL# AI, rRAGK 1' M DT 074t1ee <br />FA NAl. D <br />TO otoom <br />TPA= s 49M <br />1w FF DRACIQTe <br />A IWVALr <br />a'FnovnL Aso. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'GI'-0' <br />FIBERGLASS SHINGLES, <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR W5.LI. <br />• EA G END ROOF SHEATHING; <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SECURED <br />PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />�—PRE-ENG WD. TRUSS a 2x FASCIA PER <br />AX ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHNG <br />SEE ENERGY CODE FORMS FOR THICKNESS, AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. - <br />WOOD BASE— <br />FPI <br />" e ROOF SHEATHING THICKNESS 15 <br />ENGINEERED PER ASCE '7-ib IN <br />a ACCORDANCE WITH FBCR 2020 <br />4�• _ 1TH EDITION, SECTION R301.1.3 <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, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FEICR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 1 <br />TYPE II OR ASTM D486S 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.a bdesigngrou p.com <br />AA x: 0003325 J <br />h <br />H <br />W <br />00 <br />A <br />eonD:v ae LA 0 <br />ABBOTT PARK <br />LOT #6 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-06121 <br />MODEL' <br />4EBB <br />"1828—CALI" <br />GARAGE BVIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />r-ppjNTDATE: 10/26/21 <br />8CALE: 1/4"=1'-0" <br />EtIiEET <br />D1 <br />H <br />W <br />00 <br />A <br />eonD:v ae LA 0 <br />ABBOTT PARK <br />LOT #6 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-06121 <br />MODEL' <br />4EBB <br />"1828—CALI" <br />GARAGE BVIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />r-ppjNTDATE: 10/26/21 <br />8CALE: 1/4"=1'-0" <br />EtIiEET <br />D1 <br />