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2X4 TOP PLATE <br />F'4�N'1 <br />PRE-FAB TRUSS <br />1/2' CLCs BOARD <br />7 <br />IA' DRYWALL ­,__ Tvr <br />SECUREw <br />BTU[ <br />PLATE <br />WU lod O.G. <br />NAIL <br />. • <br />MAX <br />SLAB <br />FIN. FLR <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.C. OR, NOT <br />LESS THAN 2x(v, WHEN <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL NON—BRG. <br />DV SCALE: 3/4'-I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE J/7 <br />2x FASCIA PER p <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />I <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />15/8. GYPSUM EM <br />OR V2' W*W <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-43 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />b0 P.T. FURRING — <br />STRIPS • 24. OG, <br />8' CMU <br />1/2' GYP. WL. W.- <br />WOOD BASE — <br />0'-0' FIN. FLR, <br />— a • d • <br />a <br />.a <br />h <br />W/ WINDOW OPENING <br />V DIA SLEEVE <br />DO NOT CUT <br />MPE <br />BOND ISEAM O NOT CUT <br />SOLID GROUT THE BOND <br />W (I)- % _ SEAM <br />(2) COU.YE R_BAR9 <br />9PIPE THROUGH BOND BEAM <br />SCALE. 3/4'4-Sr <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9 SJJ. <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'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE T-Iry IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 1605.5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4'-1'.0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 NTH 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 />2B GAS LINE THRU BLACK <br />vr.r r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WWI <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-04. 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 />e' CMu <br />CM W LNE <br />9' <br />III <br />:4 ♦ ♦ 4�� � i OQi�OQ4AS►�i�0�0�1�jQ <br />J�iS <br />ISO. vSRIK:AL TAKJC `OVEeiAD DOOR <br />er oymm <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-1'-0' <br />FIBERGLASS SHINGLES <br />///---2X4 SPF 24' OZ. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBOREATH 9sa5.L1. <br />/ • EA END ROOF SHEATHING <br />THICKNESS AS PER <br />2x BLOCKING BETWEEN TAILS 9 SHEET SNL <br />PER STRUCTURAL DETAILS SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRKaHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD, TRIUSb 8' 2x FASCIA PER <br />AX. ELEVATIONS <br />PER ELEVATION /// VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER / <br />STRUCTURAL DETAILSUIALJ/ <br />SEE ENERGY CODE FORMS FOR TWIC SHEATHING <br />INSULATION R-VALUES THICKNESS AS PER <br />PER ELEVATION SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />51W GYPSUM BOARD OR 1/2' ON SHEET BNI. <br />HIGH STRENGTH CLG. BOARD PRE-EWA. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT A$ PER <br />MANUFACTURES SPECIFICATIONS <br />W P.T. FURRNG— <br />STRIPS o 24' O.C. <br />1/2' GYP. WL. SO. - <br />WOOD BASE_ <br />+�/ _ 0'-0' FIN. FLR <br />a d. <br />° • . 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 160S.5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />6 1—STORY GABLE BLOCK WALL METHOD BE USED FOR THE <br />INSTALLATION OF ROOF <br />111D1 SCALE: 3/4•-I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION 16 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04065 TYPE III <br />OR TYPE IV UNDERLAYMENT. v L P <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />w .abdaslgngroupxom <br />AA #: 0003325 <br />O <br />a <br />>suaDIV do Lo .. <br />ABBOTT PARK <br />LOT #39 <br />BLK #7 <br />04181.000-39071 <br />MODEL.' <br />4EHB <br />"2605— HAYDEN" <br />GARAGE ovnxG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH Ey. JW <br />