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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />1/2' CLG. BOARD <br />-' 1/7' DRYWALL <br />2X4 WOOD <br />STUDS •24' <br />O.C. <br />SLAB <br />m._m. <br />FIN. PLR <br />NOTE: OTUL.10 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 I6' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' OjC. <br />QTYP. INT. WALL (NON— BRG. ) <br />D1 SCALE. 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW53J <br />ON Ik 0.88. SHEATHING <br />OR 1, 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 />/8' GYPSUM BOA <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />Ir <br />SEE ENERGY CODE FORME <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />O.H. <br />R-4.1INSULATION <br />�SPWINDOW ATTACHMENT <br />PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING---� <br />STRIPS 24. OG. <br />8' Cm � <br />. - �1/2' GYP. ILL. BD.— <br />WOOD BASE <br />0'-0' FIN. FLR_ _ <br />a . <br />e <br />d <br />° 4 <br />n W/ WINDOW OPENING <br />n <br />5' DL4 SLEEVE, <br />Do NOT CUT <br />IEDAR <br />FE <br />GOND =AM NOT CUT <br />SOLID GROUT THE BOND <br />Iw (I). % _ OEM <br />(2) COU•SE REDARS <br />A PIPE THROUGH BOND BEAM <br />Qy SCALE. NW-1'47 <br />FIBERGLASS SHINGLES <br />OVER 90 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R90511 <br />ON j' 0.9D. SHEATHING <br />OR 1, 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 />1R• THICK. 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />a <br />TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />5 1—STORY HIP BLOCK WALL (2)OLAAYERI19 UNDERLAYMENT SYSTEM <br />D1 SCALE, 9/4'.i'-V' 15 REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST 5E PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />rLM <br />r c v-sm roR a+• LN <br />cru <br />•R1T.LL.•a <br />28GAS LINE THRU BLACK <br />�cAu, w•.rs• <br />FIBERGLASS SHINGLES <br />OVER 130 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON j' 0.8b. <br />SHEATHING OR Ij' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />i.-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 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIE <br />gyp, v1RI1OAL 1RK% r I �.one ODOR <br />sr wrr. r �e r naRs <br />IA&TW40 TO Roar <br />TR*= OPACKM <br />mrFwoou= <br />AITROVAL Imo. <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R906JJ ON J' OB9. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR J' CDX <br />PER STRUCTURAL DETAIL$ PLYWOOD SECURED PER <br />1.-m. FASTENER SCHEDULE <br />--PRE-ENG WO. TRUSS TYP. <br />MTL. DRIP EDGE <br />PER ELEVATION SA. 2x FASCIA PER <br />IF ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRJ88 <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />\ HIGH STRENGTH BOARD S Olt 14' P.T. SECURED PER <br />STRUCTURAL DETAILS <br />e' <br />a <br />. a <br />° 4 <br />n W/ WINDOW OPENING <br />R-4.1 INSULATION <br />1/2' THICK• 2 COAT <br />WINDOW ATTACHMENT AS PER <br />PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />REFERENCE <br />STRUCTURAL <br />_ <br />-Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. E10. <br />WOOD BABE <br />A. Cm <br />Au_ <br />L <br />0'-0' FIN FOR. <br />TYP. WALL SECTION <br />B <br />NO OPENING <br />6 1—STORY GABLE BLOCK WALL <br />D 1 SCALE, 9/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abd"gngmp.com <br />AA N: 0003328 <br />a <br />� <br />ro <br />y <br />Q <br />4 <br />8V33DM Ae Lo <br />SILVERADO <br />LOT #26 <br />BLK #7 <br />PROJECT# <br />04128.002-26071 <br />MODffiL' <br />4EHB <br />"2605—HAYDEN" <br />GARAGE BWWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />IP31NI I-- 08/20/19 <br />BCA - 1/4"=V-0" <br />m*lMZT <br />D1 <br />