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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />V2' CLOL BOARD <br />V2' DRYWALLa- <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24' <br />OC <br />SLAB <br />p1YVa IIY <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />(a:)TYP. INT. WALL (NON-BRG.) <br />SCALE: 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />OVER v40 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS05.1.1 <br />ON J' OSB. SHEATHING <br />OR;' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />- MTL. DRIP EDGE <br />2x FASCIA PER <br />I -m. <br />TYP. <br />ELEVATIONS <br />O.N. <br />VENTED SOFFIT <br />f <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />9/8' GYPSUM S( <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)- '5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />�A PIPE THROUGH BOND BEAM <br />cn SOALE:3/4'.I'-V' <br />SEE ENERGY CODE FOIRMS <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 />bt2 P.T. FUSRING— <br />STRIPS • 24' OC. <br />e' cm <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R9051.1 <br />ON OSB. 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 -0' FIN. FLR� 0'-0' FIN. FLR <br />n <br />J-4 <br />n W/ WINDOW OPENING TYR WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLPES 2:TO LESS THAN 4:12, A <br />(2)1-STORY HIP BLOCK WALL (2)LAAYERIUNDERLAYMENT SYSTEM <br />SCALE: 3/4••I'-C' 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 4869 TYPE IV, OR ASTM D <br />6151 <br />M FOw AAa LN <br />ao. <br />2B GAS LINE THRU BIACK <br />aCAW Vl'•f4 <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R90511 ON J' OS9. <br />SHEATHING OR P CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-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 />1/2' THICK, 2 COATJ-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR� <br />S' CMU <br />I <br />PROD= <br />MI:ICVK RdQ vonor fri 7RADC 1' MN OY OIIEIM <br />FASTReD m on <br />TPMA= BRACKM 10i m <br />wr Fw0Du0T <br />s GARAGE DOOR JAMBS <br />SCALE: I I/2' • 1'-0' <br />—2X4 SPF 24' O.C. MAX — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKII4G BETWEEN TRUSSES, <br />--PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRGI-F <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.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 />\ 5/8' GYPSUM BOARD OR 1/12' <br />HIGH STRENGTH CLG. BOARD <br />R-4! INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OC, <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERRGLASS SHOJGLES <br />OVER 50 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.0 ON I. OSB. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />I.-0. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRI188 <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' TWM 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V.-0' FIN. FLR <br />a <br />.a <br />n W/ WINDOW OPENING <br />eL 11 <br />B TYP. WALL SECTION <br />NO OPENING <br />(:5:)1-ST0RY GABLE BLOCK WALL <br />SCALE: 3/4'.1'-0' <br />114 <br />A7GM <br />r 6 <br />asi <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoWgngroup-oom <br />AA #: 0003325 <br />IF DRAFnNG BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888-2S28 <br />FAX: 813-8BS-2802 <br />