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2X4 TOP PLATE <br />pr;R FLR,_ <br />PL�i f4 Y <br />PRE-FAS TRUSS <br />IQ' CLGL BOARD <br />1/2' DRYWALL , <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />0'-0. <br />FIN. FLR <br />2x4 WOOD <br />STUDS *24. <br />o.C. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />LETS 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.G. <br />MTYP. INT. WALL (NON-BRG.) <br />D l SCALE: 3/4'-1'-0' <br />FISEIN43LAS5 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-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 />9/8' GYPSUM m <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA, SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (D- "5 <br />(2) COURSE <br />NOT CUT <br />BOND <br />4M <br />BARS <br />2A PIPE THROUGH BOND BEAM <br />pl SCALE:3/4'=I'-C' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />'--R-4.1 INSULATION <br />L WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />r— SPECIFICATIONS <br />�Ir <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' cm <br />I/2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR___ _ <br />n <br />a. <br />.a <br />• a. <br />W/ WINDOW OPENING <br />ti <br />FIBEWSLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SODA. <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 />I/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />J <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />"ITH EDITION, SECTION R301.19 <br />AND 1609.5.1. <br />n TYP. WALL SECTION <br />OPG <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE: 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 041569 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />r Qm Lw <br />RE <br />- <br />�I <br />25GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS <br />11w�• Dl SCALE: 11/2'=I'-O' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (V 12d NAILS AS PER FBCR 905.I.I. <br />AS PER FBCR 9051.1 A. • EEND ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />SHEET SNI. <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNI.SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER Max PRE-ENG WD. TRUSS AX 2x FASCIA PER <br />ELEVATIONS ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />VENTED SOFFIT IF <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />SHEET W. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI.SECURE PER <br />ON SHEET 9N1 PER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS S' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION _ STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />ERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2- THICK 2 COAT 1/2' GYP. WL. BD. <br />PORTLAND CEMENT WOOD BASE Cr'IU <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0. FIN. FLR. _ 0'-0' FIN. FLR. <br />°s <br />8' CMU a <br />ti ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 7-I6 IN <br />a ACCORDANCE WITH FBCR 2020 <br />TTH EDITION, SECTION R301.1.3 <br />AND 1609.5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />1J 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 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 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT, <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774E078 <br />FAX: 407-774-4078 <br />www.abdeslgngmup.com <br />AA N: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 613-886.2802 <br />SU33DIV. do L01il <br />SILVERADO <br />LOT #9 <br />BLK #16 <br />PROJECT# <br />03719.001-09161 <br />MODEL• <br />2795- F <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EX5, B ol <br />DATE: 06/09/21 <br />SCALE: 1/4"=1'—O" <br />SiIEET <br />D1 <br />