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LB,_.J. 2X4 TOP PLATE <br />r'LAn Y <br />PER F <br />PRE -FAS TRUSS <br />1/2' CLG. BOARD <br />1/2' DRYWALL —,. T`II'r <br />SECURE BT. — <br />PLATE TO SLA15 <br />W/ IOd MASONRY <br />NAIL • 32' OL, <br />MAX <br />FIN. FLR, <br />2X4 WOOD <br />STUDS •24' <br />O.G <br />SLAB <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS $HALL SE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.C. OR, NOT <br />LESS THAN 2x6,WaERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL NON—BRG. <br />D' SCALE, 3/4'.I'-IV' <br />FIBEIRGLA88 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR 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 I -0. <br />T <br />O.N. <br />ELEVATIONS YP. <br />VENTED SOFFIT <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />B/S' GYPSUM DN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />35/S'OR0 <br />VY DRYWALL <br />3/6' TOP <br />CHANNEL (25 <br />GA) <br />IR' DRYWALL <br />3 6/S' OR D 3/8' METAL STUDS <br />24' O.C. 20 GA METAL TO ISE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 6/0, OR 5 <br />CABINETS AND TUIS/BHOUER 25 <br />3/V BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED IW O.C. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP s TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />ENERGY CODE FORMS <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />FN. FLR_ _ <br />d e <br />a <br />m, <br />.a <br />°a <br />H W/ WINDOW OPENING <br />V 1/4' WOOD <br />SCREW <br />`--FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />D1 SCALE, 3/4'.1'-V <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.U. <br />ROOF SHEATHING <br />T14K=4988 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 />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE l-I6 IN <br />ACCORDANCE WITH FSCR 2020 <br />lTH EDITION, SECTION R301.13 <br />AND 16099.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />l—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FSCR 1505.1.1.1 OF THE FBCR <br />2020 lTH EDITION IS 64 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />00 MAN. <br />MA Fp. oA6 Lq: <br />Esm <br />GAS LINE THRU BLACK <br />seAw w•.r•r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905A. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />uaiWS�f34__w'r_.=_ <br />9' <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AD 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 />IF!' THICK 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-®' FIN. <br />y <br />8' CMU <br />VY n4M 2 COAT - <br />NaSrLMD cotaw <br />FL"Tm AF'FLSD <br />DIMICILY TO <br />MASONSY <br />wow .MANS rm <br />FROOYCr <br />AN•ROVAL PEA <br />FAST@® TO <br />TRA= SRACIM8 <br />w FRODINCT <br />AFFMDVAL RSQ <br />=PPM SEAM <br />V GTSI SEE <br />6TRNCUPAL FOR <br />2.6 MT. uD <br />ATTACH® TO N" <br />CELL AS MR <br />APPIWVT <br />aFT•Ia�v°u. REO. <br />SEALANT <br />SACKER ROD <br />WATNM STRW <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'.I'-0' <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 DEN SECURED Z—// <br />STRUCTURAL DETAILS J/ <br />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 />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. 150- <br />WOOD ISASE— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR 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 />CMU <br />d ° <br />0'-0' FIN. FLR <br />a <br />" • e ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />a lTH EDITION, SECTION R301.13 <br />AND 16095.1. <br />ti 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 />1 SCALE, 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 lTH EDITION IS 64 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE If OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. MAY <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX- 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />a <br />SURDIV. as L,02% <br />ABBOTT PARK <br />LOT #16 <br />BLK. #7 <br />PROJECTI� <br />04181.000-16071 <br />MODELc <br />4EBB <br />"1828—CALI" <br />GwRwGE awsrr0: <br />LEFT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP. C <br />202 <br />F—PmATrrr <br />5/05/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />likk D1 <br />