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8 2X4 TOP PLATE <br />FIER <br />PRE -FAD TRU88 <br />V2' CLCs. DOARD <br />10' DRYWALL --- T`rI- <br />SECURE BIT. — <br />PLATE TO SLAD <br />W/ Wd MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />O.G. <br />SLAM <br />NVIt:.71w.7 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.C. <br />[TYP. INT. WALL (NON—BRG. ) <br />D1 SCALE, <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION ROM.11 <br />ON J' IDA& SHEATHING <br />ORJ'COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER TYI <br />TYP' <br />ELEVATIONS ON. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />E/S' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLOG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />w/ (I)- es <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />za PIPE THROUGH BOND BEAM <br />21 SCALE:3/4'.I'-C' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />ERENCE STRUCTURAL <br />ELEVATION <br />---R-4.I INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />r : SPECIFICATIONS <br />4.- <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24. OZ. <br />e' ChM!1/2'GYP. WL. BD/ , WOOD BASE — <br />a . <br />a <br />a.- <br />4 <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RB08.1.1 <br />ON O.G.B. SHEATHING <br />OR COX 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 MA60NW <br />0'-0' FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING NOTE-. <br />PER SECTION 905.1.1 - FOR ROOF <br />i <br />4 1—STORY HIP BLOCK WALL (2)LAYER UN ERLAYMENTSYSEM <br />D1 SCALE, 3/4'.I'-O' 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 II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />W' TWKK 2 COAT - <br />FORRAM CB"RR <br />PLASM APPLRD <br />Dnacnr TC <br />MASONRY <br />,So sm <br />COMM MAD <br />v em eM <br />STRICRA41. I•OIe <br />bo P.T. aD <br />ATTACWW TO I" <br />CELL AS MR <br />APP 10VAL N= <br />SRALANT . <br />ISOD pACl41! <br />�: f PMc MAN pm Qw LN <br />DOOR MINlJ <br />w <br />"v'sTm <br />N• on! v_ �. <br />TRACK am&CKM <br />F"TRCD TO <br />moo MIAs <br />W= ,rAnM MIX a4Lv. stM1.— <br />�T <br />NIse <br />oAD DOOR <br />HNWAy TRACK <br />�•= I� 6T• 1' <br />By oncRs <br />TOE <br />TRACE eRnaa» <br />wl PRODUCT <br />A <br />APPROVAL IOa <br />2B GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />JAMBS <br />,yr'O' <br />D1 SCALE: 11/2'•1'-0' <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. <br />OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS <br />SYNTHETIC PRODUCT, • EA. END <br />INSTALLED PER SECTION BLOCKING BETWEEN FIBERGLASS SHINGLES <br />R90'S.0 ON J' OAS. 2x PER STRUCTURAL DETAILS OVER DFELT PAPER OR <br />SYNTHETIC PRODUCT, <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER METALLED PER SECTION <br />FASTENER SCHEDULE Rwbil ON J' OAB. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR P CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. PRE-ENG WD• TRUSS TYP. MTL. DRIP EDGE <br />MTL. DRIP EDGE O.H. <br />2x FASCIA PER PER ELEVATION 2x FASCIA PER <br />ELEVATIONS ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />WEEP SCREED PER ELEVATION WEEP SCREED <br />2x P.T. SECURED PER S/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />STRUCTURAL DETAILS HIGH STRENGTH CLG. DOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION - 1/2' THICK 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OTC. <br />1/2' THICK, 2 COAT 1/2' GYP. WL. OD.' CMU <br />PORTLAND CEMENT WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR 0'-0' FIN. FLR <br />- <br />8' Cm a' - <br />e a' <br />4 <br />N W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />(1)1—STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4'.l'-o' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />1 <br />c <br />m <br />Ut <br />BZMDIV. Be LAT <br />SILVERADO <br />LOT #47 <br />BLK #18 <br />PROJECT <br />04128.00 —47181 <br />MODEIs <br />4EBB <br />"1828—CAU" <br />GARAGE 8WIPTG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA 07/27/20 <br />scAI.E: 1/4"=i'-0" <br />SKEET <br />D1 <br />