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�¢�g_ 2X4 TOP PLATE <br />FLAN Y <br />7r PRE -FAD TRUSS <br />0' CLG. BOARD <br />O' DRYWALL —, T`^r <br />SECURE BIT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL a 32' Or — <br />MAX <br />FIN, PLR <br />2X4 WOOD <br />STUDS a24' <br />O.C. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />@ES AND WALL <br />,IETS SHALL BE NOI <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.G. <br />_�)TYP. INT. WALL NON—BRG. <br />D�l SCAL6 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS j <br />MTL. DRIP EDGE // <br />2x FASCIA PER 1-m, <br />ELEVATIONS TMP' <br />ou. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />5/8' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORMS <br />ATION R-YALUES <br />RENCE STRUCTURAL <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 a 24. O.C. <br />— 8' cm <br />— <br />1/2' GYP. 11L. BD: <br />WOOD BASE — <br />ti <br />W/ WINDOW OPENING <br />V PIA. SLEEVE, <br />DO NOT CUT <br />REBAR <br />PE <br />BOND pEAM NOT CUT <br />SOLID GROUT THE BOND <br />um (1). b BEAM <br />(27 CCUREE - REBARa <br />rnPIPE THROUGH BOND BEAM <br />Dt E, 3/4'.I'-o' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9081.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />M%. 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. PLR. <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 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />:j)l—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR SOS.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 04869 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />r wL <br />/ GAS LINE THRU BLACK <br />D, w•.r.r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 808.1.1. <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'-m' FIN. FLR <br />8' CMU — <br />IM TNIOC 2 COAT - <br />PORILAm collm <br />PLASTM APFL® <br />DIFIBMT TO <br />MA80mr <br />KEO <br />a' cm eta <br />STFI CUPAL PM <br />ItFFCPKNHNT <br />2.6 P.T. aD <br />ATTACKD TO PILL <br />CALL AS PdX <br />PRCOUCT <br />A}PROVAL IlQ <br />SEALMR . <br />DACKIR RCD <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <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 />STIM45ACK AT ALL UPRIGH <br />F'ER STRUCTURAL DETAILS <br />PRE-ENG WA. TRUSS — <br />COW. 2x RAT RUN SECURED F'ERJ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FOW'16 FOR <br />INSULATION R-VALUES <br />F'ER ELEVATION <br />Ir <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTAC 4MENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS a 24' O.G. <br />1/2' GYP. WL. 150— <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 85.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON. <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 />cm <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 R301.13 <br />AND 16095.1. <br />n W/ WINDOW OPENING r.\ TYP. WALL SECTION <br />N u NCO OPENIWx <br />NOTE: <br />METHOD TO BE USED FOR THE <br />C�—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1'-0• UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 909.I.I.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM 04865 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32780 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />Ls <br />c <br />C <br />6 <br />BCTSDIV. & LOT: <br />ABBOTT PARK <br />LOT #32 <br />BLK #12 <br />PROJECT# <br />04181.000-32121 <br />1[ODEL: <br />3EEB <br />"2260—ELSTON" <br />GARAGE SWINO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />