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��.��, ;r�l <br />� <br />-r2X4 TOP PLATE <br />RT <br />PRE-FAB TRIGG <br />V2' CLG BOARD <br />VJ' DRYWALL T'h- <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24' <br />or_ <br />SLAB <br />: OI ULIo 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 2xb, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(1)TYP. INT. WALL (NON—BRG.) <br />D 1 SCALE, 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />OVER RD0 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWbJJ <br />ON J' OAS. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I'-0' <br />TYP. <br />OH. <br />9/8' 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/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 WALE:3/4'•I'-0' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />R-AIJ INSULATION <br />WIDOW ATTACHMENT <br />AS PER MAMIFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIP'S • 24' OZ. <br />S' Cm <br />1/2' GYP. WL. OD. - <br />WOOD BASE — <br />a-0' FIN. FLR <br />a <br />a <br />. a• <br />° 4 <br />�W/ WINDOW OPENING <br />OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER $30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION Rw5.1.1 <br />ON J' O.S.B. SHEATHING <br />OR P COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />01-0' FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION WSJ.] - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (-2)-A- ER"UN eRLA-YTMeN-T Sfs EM <br />D1 SCALE. 3/4'.1CALE3 -V' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER lU LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 4069 TYPE IV, OR ASTM D <br />6'151 <br />2B GAS LINE THRU BLOCK <br />...— <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R505J.1 ON J' O.S.B. <br />SHEATHING OR I' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-0' <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION <br />VENTED SOFPIT <br />PRE -ENS, GABLE TRIM <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />COIaiIR aaAD <br />oNomyA TO <br />a• au elm <br />aTw:c:uw PConscnr �RraRcer e <br />NAaa111Rr xs <br />;FV c ylunc-;� —OWRSAD DOOR <br />sr MAW. er oTmu <br />PASTBlD TO mm" <br />TRA= a UCIGM <br />w MRop IeT <br />ATIROVAL I!Q <br />s GARAGE DOOR JAMBS <br />D1 SCALE. 11/2'.I'-m' <br />i-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 />STIFFBACK AT ALL UPRKRH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRIM <br />CONT.'2x RAT RA'1 SECURED PER/ <br />STRUCTURAL DETAILS <br />SEE ENEIRGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT—.1-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />e' Cm n m <br />ti <br />a <br />° Q' <br />W/ WINDOW OPENING <br />N <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUPACTURES SPECIFICATION <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS • 24. O.G. <br />1/2' GYP. ILL. OD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R8051I ON J' O.O.B. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />0. FASTENER SCHEDULE <br />TYP MTL. DRIP EDGE <br />O.H. <br />2x FASCIA PER <br />ELEVATION <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 />Cm <br />FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'.1'-C' <br />L441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngmp.com <br />AA #. 0003328 <br />O <br />b <br />b <br />StmSiV. le X'o <br />SILVERADO <br />LOT #13 <br />BLK. #19 <br />PROJZCCTQ <br />04128.002— 3191 <br />"ODICLc <br />4EBB <br />"1828—CALI" <br />OARAGM 8wINO: <br />LEFT <br />PAOL: <br />DETAILS <br />150 MPH EXP. B <br />sCALM: 1/4-=1'-0- <br />8I°1m= <br />D1 <br />