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�R FLR �,6 2 PLATE <br />I�I..4N Y <br />PRE -FAD T14M <br />IA' OLG. DOARD <br />V2' DRYWALL - <br />SECURE DT. — <br />PLATE TO SLAB <br />UV 10d MASONRY <br />NAIL • 32' O:G. <br />MAX <br />0'-0. <br />PIK FLR <br />2X4 WOOD <br />STUDS *24' <br />o.C. <br />l9yIL: aluya Ilr <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.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />1 TYP. INT. WALL NON—BRG. <br />Di SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON J' 0.60. SHEATHING <br />OR i' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER 0. <br />ELEVATIONS TrP. <br />O.N. <br />VENTED SOFFIT <br />In' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />5/8' 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/ (I)- 5 <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'•1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />�` I — INSULATION <br />�WIND <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />GR <br />SFEGIFIGATIONB <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' Or- <br />V CMU <br />In, GYP. ILL. BD: <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW51J <br />ON J' 0.8E. SHEATHING <br />OR;' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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 />B TYP. WALL SECTION <br />NO OPENING NOE; <br />PER SECTION S05.1.1 - FOR ROOF <br />I <br />4 1—STORY HIP BLOCK WALL () L`A ERUN E"P'LAYMENT SYS EM <br />1 SCALE, 3/4'.P-W IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER. (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST 8E PER ASTM 0226 TYPE II, <br />ASTM D 4865 TYPE IV, OR ASTM D <br />6151 <br />M nOR OM LN <br />a <br />2 GAS LINE THRU BLOCK <br />seAu. vr.rr <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON I' OEB. <br />SHEATHING OR j' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V cm <br />I.." <br />TYP. <br />ON, <br />1 <br />_ <br />WOW JAM MR <br />mopx,-r aALV. eTm orala[en oom <br />APPROVAL PM v, Qp. TRACK by Gm4m <br />er nAv. 'L <br />PmTomm TO Pl=y <br />w P"DOWT <br />ARMOVAL F L <br />3_ _ GARAGE DOOR JAMBS <br />Di SCALE: I1/2'•I'-0' <br />i-2X4 SPF 24' O.C. MAX. - <br />SECURE W/ (2) 12d NAILS <br />e EA END <br />2x BLOCKING BETWEEN TRUE <br />.-PER STRUCTURAL DETAIL <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLD. TRUSS — <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ WE' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />nW/ WINDOW OPENING <br />ei <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />W P.T. FURRING <br />STRIPS • 24' O.G <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805.1.1 ON I}' O.G.B. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />0. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />OH. <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 />V2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />r 7] <br />0�� 'FIR FLR. <br />B TYP. WALL SECTION <br />NO OPENING <br />r5_"�1—STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'•I'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32780 <br />PH: 407-774807E <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA M: 000332E <br />>b <br />29VHDIV. Is LOT. <br />ABBOTT PARK <br />LOT #13 <br />BLK #8 <br />PROJECT <br />04181.006-13081 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE STR![NG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />