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2X4 TOP PLATE <br />n-� T <br />PRE -FAD TRUSS <br />VY CLG. DOARD <br />1/2' DRYWALL — <br />SECURE DT. — <br />PLATE TO SLAB <br />W/ k0d MASONRY <br />NAIL • 32' Or — <br />MAX <br />' 0� <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />oz. <br />SLAB <br />Nr_ G= DIUVA IN <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 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE. 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />OVER •90 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.IJ <br />ON J' O.S.B. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />TYP' <br />ELEVATIONS <br />O.N. <br />VENTED SOFFIT <br />i <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/S' GYPSUM B< <br />OR 1/2, NIGH <br />STRENGTH CLG. <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 />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'■I'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE 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 • 24' O.C. <br />8' cm <br />1/2' GYP. ILL. BO.- <br />WOOD BASE — <br />0'-0' FIN. FLR _ < <br />a <br />a. <br />n W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER OW FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON O.S.B. SHEATHING <br />OR }• CDX PLYWOOD <br />SECURED PER <br />FASTENER 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 />0'� 0FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />TO LETH , A <br />4 1—STORY HIP BLOCK WALL (2)SLOLAYERPES2:12 UNDERLAYMSSENTAN 4SY:12STEM <br />D1 SCALE, 3/4'.I'-& IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 486'3 TYPE IV, OR ASTM D <br />6151 <br />PM OY LOW <br />2B GAS LINE THRU BLOCK <br />— -.r-r <br />FIBERGLASS SHINGLES <br />OVER 090 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.IJ ON J' 0.6.15. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-0' <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />W TNCK 2 COAT - <br />PORILAM caKrtT <br />FLAMTW APPLIM <br />044mmT' To <br />MAGONeY <br />I'mO, VlRnCAL TRACK <br />DY MAl. <br />PAGTBm TO <br />TRAGIC almac e <br />ov PRODUCT <br />APPROVAL RE6 <br />CORER LICAD <br />vcmen <br />aTRnTIwAL POR <br />2.6 P.T. LLD <br />ATTACHW TO PILL <br />CLLL Y F!R <br />APPROVAL REQ <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'=I'-V <br />i-2X4 °.PF 24. O.C. MAX.— <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONT. 2x RAT IRON SECURED PER—/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/6' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT—J,,— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />S' cm a <br />4: <br />n W/ WINDOW OPENING <br />H <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />4x2 P.T. FURRING <br />STRIPS • 24' O.C. <br />Vl' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER ►90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWS.1.1 ON J' 08J5. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />I'-m' FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <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 />R;Eq <br />0'-0' FIN. FLR <br />e <br />B TYP. WALL SECTION <br />NO OPENING <br />r5_'�1—STORY GABLE BLOCK WALL <br />21 SCALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774E078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />b <br />r <br />c <br />9U13DIV. da LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #15 <br />PROJECT* <br />04181.000-17151 <br />MODEL' <br />4EBB <br />"1828—CALI" <br />GARAGE BWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />Ep <br />as <br />NO <br />DATE: 09/01/20 <br />SCALE: 1/4"=1'-0" <br />mmmmT <br />D1 <br />