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2X4 TOP PLATE <br />PLAN Y <br />PRE-FAB TRUSS <br />1/2' CLG. BOARD <br />1/2' DRYWALL Tltr <br />SECURE BT. — <br />PLATE TO SLAB <br />W( 10d MASONRY <br />NAIL ! 32' O.C. <br />MAX <br />2X4 WOOD <br />STUDS !24' <br />or_ <br />SLAB <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 I6' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE. 3/4'-I*-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCIR 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 />GYPSUM B, <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/ (I)- "B <br />(2) COURSE <br />DO NOT GUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE.3/4'=1'-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 />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />I/2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR.L <br />a <br />m. <br />n W/ WINDOW OPENING <br />H <br />FIBER3LA88 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNP. <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 />4, 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBGR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16099.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(j)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBGR W5.I.I.1 OF THE FBGR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />AND RCN. <br />!u LNE <br />I t fw KWA Poo a" LNI <br />rD <br />N• OTP. YL W. <br />nano !AM <br />2B GAS LINE THRU BLACK <br />euu, Pn•°ram <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBGR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />9' <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />84EET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET ON] <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 />V-0- FIN. FLR <br />8' CMU <br />W TNICK 2 COAT - <br />PORTLAMD CEMENT <br />PLASTER ARM 30 <br />DIRECTLY TO <br />MASONRY <br />WOOD JAM PER <br />PRODUCT <br />APPROVAL IRO. <br />f'ASTENED TO <br />TRACIC ORACIGM <br />w/ PRODUCT <br />APPROVAL REO. <br />cowaTR xb <br />STRIOTURAL I'OR <br />RlS10RCB'IW2 <br />2.6 P.T. LLD <br />ATTACHM TO PILL <br />CELL Y PER <br />PRODUCT <br />APPROVAL RFA <br />MALANT 2 <br />EP.ACKER ROD <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-0' <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 />STIFFSACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE -ENG WD. TRUSS — <br />CONY. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS :' / <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />If <br />\ 5/8' GYPSUM BOARD OR 1/1' <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. WL. BD. - <br />WOOD BASE <br />— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBGR W5.1.1. <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 TRJSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />cm <br />0'-0' FIN. FLR <br />a <br />" ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBGR 2020 <br />a IT14 EDITION, SECTION R301.13 <br />AND 160SB.1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />K5'�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALES 3/4'•I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBGR 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 D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.wm <br />AA S: 0003325 <br />a <br />Q <br />� <br />Q <br />W <br />N <br />oms4�g <br />U, IW r W <br />f <br />O <br />BLTBDIV. de WT• <br />ABBOTT PARK <br />LOT #30 <br />BLK #7 <br />PROJECT#U <br />04181.000-30071 <br />MODE.9 <br />E401 <br />"2828—ENSLEY' <br />GARAGE 8VnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH WrC <br />17 <br />PRINT 2114/ <br />DATE: 08/ <br />SCALE: 1/4"=l'-0" <br />SHEET <br />D1 <br />