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PER�are� 1 2X4 TOP PLATE <br />F. <br />:tip T <br />V2' CLG. BOARD <br />r 1/2' DRYWALL <br />SECURE SIT. <br />PLATE TO 8LA6 <br />W/ Wd MASONRY <br />NAIL • 32' Or — <br />MAX <br />PRE-FAB TRUSS <br />2X4 WOOD <br />STUDS •24' <br />or_ <br />BLAB <br />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.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />FIN. R.R. T � ' I <br />(2)TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE: 3/4'.I'-V <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.1.1 <br />ON J' O.S.B. 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—U-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />S/8' GYPSUM BC <br />OR 14' HICsH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (0- "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 />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />R-4U INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPEGFICATICNS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />e' cm <br />IR' GYP. W-. BD. - <br />WOOD BABE — <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS08.0 <br />ON 1}' O.S$ SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />I/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />� U-1 <br />a, <br /><. <br />a <br />. a• <br />4. <br />W/ WINDOW OPENING H TYP. WALL SECTION <br />NO OPENING NOTE• <br />PER SECTION S05.1.1 - FOR ROOF <br />TO LESS THAN 4:12, A <br />(1)1—STORY HIP BLOCK WALL (2)LAYERL2:IUNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'.I'-V' 18 REQUIRED. FOR ROOF SLOPES <br />OF 4:I2 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4865 TYPE IV, OR ASTM D <br />6151 <br />:," No am <br />IY LN <br />i no •JWA PM AM LM <br />'cm <br />r on. N- wx <br />Goo s.r <br />2B GAS LINE THRU BLOCK <br />rxa, w•.r•r <br />FIBERGLASS SHNGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805.1.1 ON a' Os$. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORILAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' cm <br />I..,. <br />TYP. <br />ON <br />MW <br />6ER11 AL by OTME u eoae <br />I� Kam= T 'x 1• or Ot11lw6 <br />MY KALFTOW on <br />TRACK <br />ao ro waw,7 <br />7wpol aeAa@Ts <br />oCUCT <br />A PINNAL <br />arrwowu.wen <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.i'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER O30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.IJ ON I}' Ob$. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />�—PRE-ENG WD. TRUSS TYP. <br />oN. MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES PRE-ENG. GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />S/a. GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION - 1/2' THICK, 2 COAT <br />WIDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />,. DIRECTLY TO MASONRY <br />x2 P.T. FURRNG <br />STRIPS • 24' O.C. <br />1/2' GYP. W-. BD. , Cm <br />WOOD BASE <br />0'-C' FIN. FLR <br />a <br />,a 4. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />t/'511—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'• 1'-O' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />wwwabdosigngroup.com <br />AA #: 0003325 <br />pa, <br />� <br />J <br />b <br />FF <br />N <br />X <br />0 <br />L; <br />74VSDIV Uk LOT. <br />SILVERADO <br />LOT 3 <br />BLK 19 <br />PROJECT# <br />04128.002 03191 <br />1[ODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 99WDM: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />