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��.�g��-r�l . 2X4 TOP PLATE <br />pm Y <br />�-' PRE-RAB TRUSS <br />IR' OLG. BOARD <br />1/2' DRYWALL ---� T'IY <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ IOU MASONRY <br />NAIL • 32' Or — <br />MAX <br />PIN. PLR <br />2X4 WOOD <br />STUDS 424• <br />or_ <br />BLAB <br />NOTE: STUDS 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 />TYP. INT. WALL(NON—BRIG.) <br />D� SCALE, 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR 6YNT14ETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWbJJ <br />ON I}' Ob.B. SHEATHING <br />OR J' COX PLYWOOD <br />SECURED PER <br />FASTENER 8C4EDULE <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' PIK FLR� <br />1'-1. <br />TYP. <br />O.N. <br />D/8' GYPSUM Ca <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)- "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-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIP& • 24' Or — <br />III, OMU <br />112, GYP. ILL. BD. - <br />WOOD BASE — <br />a ° <br />a <br />4: <br />A W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.IJ <br />ON OAB. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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. <br />a <br />TYP. WALL SECTIONWALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL 2)LAE ERIUNDERLAYMENT SYSTEM <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 4869 TYPE IV, OR ASTM D <br />6151 <br />r <br />2 GAS LINE THRU BLACK <br />ea■, •.i r <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R906J.1 ON I}' O.Sa <br />SHEATHING OR;' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-m' <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 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />ur TACK, 2 c"T - <br />PoprTLAm c■lw <br />IR.A■Tm Arm so <br />oule L7 TO <br />MAGONeY <br />COMN SaAD <br />v cru e4 <br />OTRCTWRAL FOR <br />R!■■'OI■CR17■ttt <br />b* P.T. ■D <br />ATTACMD TO lLL <br />PI■OOWCT <br />APPROVAL RT(O. <br />OALAW <br />@Aocm T■OD <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•1'-fD' <br />� 2X4 SPF 24' OC. MAX.— <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS— <br />STIFr'BACK AT ALL UPRICsH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRIM — <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAIL& <br />SEE ENERGY CODE FORM8 FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1IMFERENCE <br />STRUCTURAL <br />•Ix2 P.T. PURRING <br />STRIPS • 24' O.G. <br />1!2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rwoo.1 ON J' OUB.B. <br />SHEATHING OR;' COX <br />PLYWOOD SECURED PER <br />p-m. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />oN. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />I—PRE-ENG. GABLE TRUES <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 />CMU <br />— J, 0'-0' FIN. FLR <br />a . <br />&' CMU c <br />. a <br />4 <br />. . ­ . _f <br />W/ WINDOW OPENING BALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4'.1'-V' <br />- - --- ------ ------ ---- <br />LONGWOOD, FL32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.eom <br />L AA M: 0003325 <br />S <br />A <br />U unDIV. a I.OT <br />SILVERADO <br />LOT #1 <br />BLK #13 <br />PROJECT# <br />03719,000-01 <br />MODSLa <br />"2558-HAWTHORNE" <br />GARAGE 9WWO: <br />LEFT <br />PAQZ: <br />DETAILS <br />150 MPH EXP. B <br />I <br />paurr mmm" <br />DATM 06/11.120 <br />EUCALE: 1/4"=1'-0" <br />8I3EET <br />likk D1 <br />