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J.�,.� 2X4 TOP PLATE <br />emp <br />PRE-FAB TRU88 <br />IF1' CLG. BOARD <br />1/2' DRYWALL <br />SECURE BT. BTUDB 24- <br />PLATE PLATE TO BLAB Or_ <br />Ift MASONRY <br />NAIL • 37' O.C. <br />MAX <br />FN. RR <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />MS AND WALL <br />JETS 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.C. <br />(2)TYP. INT. WALL (NON— BRG. ) <br />D1 SCALE, 3/4'.I'-V' <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-0-4 TRUSSJ/ <br />MTL. DRIP EDGE J <br />2x FASCIA PER 1 _0 <br />ELEVATIONS TYP <br />OUa. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />3 0/8, OR 5 <br />1/2' DRYWALL <br />3/8' TOP <br />C14ANNEL (25 <br />GA) <br />I/2' DRYWALL <br />3 5/8' OR 5 3/8' METAL STUDS <br />24' O.G. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINETS, AND TUB/BHOWER 25 <br />3/V BOTTOM <br />GA. METAL TO BE INSTALLED <br />CHANNEL (25 <br />N ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />TO BE SPACED 16' O.G. AT 2ND <br />TO CCNC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />RAF A TO <br />WALLS W/ TILE FNIBH <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />SCREW <br />..._. ..., _,._. ..... <br />►_,�♦ <br />. • NOT <br />♦ • ♦ �� 104 <br />♦ <br />REBAR <br />�1 r� ��♦�:_ <br />— — <br />rj ►� ! �♦♦� I <br />��� ��ia <br />i'i'� ��i�iTiTi7i�i♦i�iTiTiT��i�i♦i:; <br />SOLID GROUT <br />THE 5OND <br />C�E <br />- <br />�FNISH FLOOR <br />1—STORY TYP. INT. WALL m PIPE THROUGH BOND BEAM <br />1A METAL STUDS (NON—BRG.) 29 SCALE:3/4'.1'-0' <br />lllD1 SCALE. 3/4'0-0' <br />7' GYPSUM BOARD <br />45/85 1/2' HIGH <br />STRENGTH Cl <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRJCTURAL <br />PER ELEVATION <br />R-4.1INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS 24' OC <br />8' CMU <br />1/2'GYP. ILL. BD. — <br />WOOD BASE � <br />n W/ WINDOW OPENING <br />N <br />FIBERGLASS SHINGLES <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 />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'-0'FIR 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 />n 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' s/4 .I'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <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 />1. <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'-0' FIN. FLR <br />V CMU <br />28_GAS LINE THRU BLOCK <br />—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 />BTIFFBACK 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/S' 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. BD. - <br />WOOD BASE— <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•I'-®' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.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 />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 />FIN. PLR <br />ti ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />` ACCORDANCE WITH FBCR 2020 <br />a' 'ITH EDITION, SECTION R301.13 <br />AND 160 I.5.1. <br />n W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />�11—STORY GABLE BLOCK WALL METHOD BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.P-V UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 9TH 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 />1441 N. RONAL D REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA UU: 0003326 <br />rT' <br />BBOTT PARK <br />LOT #12 <br />BLK #13 <br />PHASE #4B <br />OJECT# <br />04181.04B-12131 <br />MODEIi <br />3EAB <br />"1504— ALU)C' <br />GARAGE OWING, <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D = NT 10/28/21 <br />SCALE: 1/4"=1'- 0" <br />sFIEET <br />1111,1 D1 <br />