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.. 2X4 TOP PLA <br />�RR..TE <br />f'LAtN� <br />PRE -FAD TRUSS <br />V!' GLG. BOARD <br />VY DRYWALL —s T4- <br />SECURE ST. - <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' Or - <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />ojc. <br />NOTE: 5TUD5 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.G. <br />MTYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE, 3/4'.I'-m' <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW9,JJ <br />ON J' OS.B. SHEATHING <br />OR }' CDX PLYWOOD <br />BECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. CORP 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 />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ 11)- 9 <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 />/8' GYPSUM BOARD <br />OR 1/2' HIGH <br />STRENGTH CLC.. <br />BOARD <br />A0000f-4?NVyAMWl,.k Ppm F FvA-rim L <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />OH. <br />R-4J INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATION <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />8' 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 R90111 <br />ON I}' 0A.B. SHEATHING. <br />OR }• COX PLYWOOD <br />SECUI190 PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />MTL. DRP 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 />r..ax.Ra sr.L <br />LIE <br />�' FVC YA7�! R1R oA♦ LN <br />a+r <br />a•mr.wsw <br />sxD pus <br />n GAS LINE THRU BLOCK <br />J W-r1 <br />FIBERGLASS 814INGLEB <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />.INSTALLED PER SECTION <br />R90S.0 ON J' OSB. <br />SHEATHING. OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <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 />VL' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1.-o. <br />TYP. <br />107' THM 7 COAT - <br />FORTLAND COMM <br />P.A&Mt APFl.ED <br />DYE;CiLY TO <br />MAAONRY <br />FER GALV.OTIM- <br />REM VERTICAL <br />Fmy WW TRACK <br />FA4TE ED TO <br />TRACK GRACWTO <br />YV M100= <br />APFROVAL REM <br />CODER DEAD <br />V ! e!H <br />snucnssALCMFOR <br />2.6 P.T. E7 <br />ATTACHM TO FILL <br />CE.L As PER <br />AFFROVAL RM <br />slILAKT , <br />eACTme ROD <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS — <br />STIFFSACK AT ALL UPRK44 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONY. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGYR CODE FORMS FO <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />WIG I4 STRENGTH CLG. BOARD <br />R-4JINSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATION <br />Ix2 P.T. FURRING— <br />STRPS • 24' OL. <br />1/2' GYP. WL. BD. — <br />WOOD BASE- <br />"~j <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905JJ ON i* OSJS. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />Tom• 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 />1/2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />am <br />0'-0' FIN. FLRj_ _ �, 0'-0' FIN. FLR 0'-0' FIN. FLR a , _ }, 0'-0' FIN. FLR <br />a <br />a a <br />,a ,a <br />W/ WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION <br />" NO OPENING NOTE: NO OPENING <br />PER SECTION 905.1.1 - FOR ROOF <br />SLS 2:TO LESS THAN 4.12, A <br />4 1—STORY HIP BLOCK WALL (2) LLAAYERIUNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-D' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, <br />OF 4:12 OR GREATER, (I) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 496S TYPE IV, OR ASTM D <br />6151 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX 407-7744078 <br />wwwabdesigngmp.00m <br />AA •: 000W25 <br />A <br />h <br />�a <br />.T. <br />c <br />h <br />i <br />S <br />BUDDIV. &c LOT.il <br />SILVERADO <br />LOT 4 <br />BLK 19 <br />PROJECT* <br />04128.002 04191 <br />MODEL' <br />4EWB <br />"1499—FREEPORT' <br />GARAGE AWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />