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SLR 2X4 TOP PLATE <br />PEAK Y <br />PRE-FAB TRUSS <br />U2' CLCk BOARD <br />1/i' DRYWALL T✓'r <br />SECURE BT. — <br />PLATE TO BLAB <br />W/ I0d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />Or — <br />GLAD <br />ITIONS SUPPORTING <br />HUNG PLUMBING% <br />RES 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.G. <br />TYP. INT. WALL NON-BRG. <br />SCALE, 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FECR 905.1.1. <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 <br />ELEVATIONS TYP. <br />O.N. <br />VENTED SOFFIT <br />I f <br />� I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8, GYPSUM EI <br />OR 1/2' HIGH <br />STRENGTH CLO. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- S <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />S <br />PIPE THROUGH BOND BEAM <br />SCALE: 3/4'. I'-O' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION - <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />B' CMU <br />1/2, GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR _ <br />m <br />e <br />a <br />•a <br />n W/ WINDOW OPENING <br />r� <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 />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 />i, 0'-C' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH 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 />r4-"�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 505.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0406S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />N" raR ore ua <br />eo. <br />STUL <br />Rea. By HALF. iw/rx I Bey oym ao Doa¢ <br />er nar. r �I' er onm <br />213GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />, � SCALE: 1 1/2 * -1' -0' <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 />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 />a, CMU <br />FIBERGLASS SHINGLES <br />2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />• EA END ROOF SHEATHING <br />2x BLOCKING% BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SECURED <br />PER <br />FASTENER SCHEDULE <br />71� <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD. TRUSS 9 2x FASCIA PER <br />AX ELEVATIONS <br />\\\ PER ELEVATION ////I VENTED SOFFIT <br />CON". 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE PORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/S' GYPSUM OARD OR 1/2' ON SHEET SNI. <br />B <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION _ STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. BD. - <br />WOOD BASE- <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.1.3 <br />AND 1605.5.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />/ 5 l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4',I,-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH 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 />A R C N IT R C T 3 <br />Grouloy . <br />mi <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134SM2628 <br />1116 FAX: 813-886-2802 04 <br />9LT8DIV. ae LOT: <br />SILVERADO <br />LOT #14 <br />BLK. #16 <br />PROJECT <br />03719.00-14161 <br />MODEL' <br />-D <br />GARAGE 8TrWQ: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH A. B <br />