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A <br />`+'.���- 2X4 TOP PLATE <br />PER <br />PLAN T <br />PRE -FAD TRUSS <br />1/2' CLG. BOARD <br />.IR' DRYWALL <br />SECURE ST. - <br />PLATE TO GLAD <br />WI/ Od MASONRY <br />NAIL S 32' O.G. <br />MAX <br />Pik FLR <br />2X4 WOOD <br />STUDS .24' <br />Oro. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />JETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16, O.C. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.0 <br />CN J' Oha SHEATHING <br />OR ? CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IF!' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/S' GYPSWM BOARD <br />OR 12 HKsH <br />STRENGTH CLG. <br />BOARD <br />EVATI <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />m, PER ELEVATION <br />TYP. <br />ON. <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />f SP PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRINCs� <br />STRIPS <br />S' Cm <br />1/2' GYP. WL. BID -------- - <br />WOOD BASE I <br />a-0' FIN. FLR_ j <br />a <br />ti <br />,a <br />• 4 <br />n W/ WINDOW OPENING <br />H <br />5' 01A SLEEVE, <br />DO MOT GILT <br />PE <br />OC NP BEAM NOT CUT <br />SOLID GROUT THE BOND <br />uV (I). % BEAM <br />r2)000RSE REDAAS <br />PIPE THROUGH BOND BEAM <br />\2y SCALE. 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.IJ <br />ON J' Oha SHEATHING <br />OR J' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRU" <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 />TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION WS.1.1 - FOR ROOF <br />a 1—STORY HIP BLOCK WALL (2) LAAYER�I�Ei PAYMENT SYSTEM <br />D1 SCALE: 3/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />A/w RIAL <br />mw MR I.N <br />- 00. <br />GAS LINE THRU BLACK <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RB05.0 ON I}' OA.B. <br />SHEATHING OR j' CDX <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 />I1 <br />�- <br />♦444.�� I�.�A A�AA��♦A.A..A <br />44.4, <br />`, <br />wn ;iRr Ai 7RAm— —ovenaAD DOOR <br />BY MYP. BY 0Twm <br />TRA�Ew KIM ROOT' <br />& FOOD= <br />APPROVAL REQ. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGHTS <br />AL PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />TYP. <br />0.14. <br />PER ELEVATION <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION It -VALUES <br />PER ELEVATION <br />5/9' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. PURRING — <br />STRIPS • 24' OZ. <br />1/2' THICK, 2 COAT—/L_ 1/2' GYP. WL. 150— <br />PORTLAND CEMENT <br />PLASTER APPLIED WOOD BASE — <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />V cm a ° <br />s. <br />a <br />• 4' <br />n W/ WINDOW OPENING <br />r� <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON I' O.SJE. <br />SHEATHING OR k COX <br />PLYWOOD SECURED PER <br />0, FASTENER SCHEDULE <br />TYP'. MTL. DRIP EDGE <br />O.N. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TIM" <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 />0 <br />J 0'-0' FIN. FLR <br />a. . <br />B TYP. WALL SECTION <br />NO OPENING <br />s 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'-1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX- 407-7744078 <br />www sbde5lgngroUP-00M <br />AA A: 0003325 <br />a <br />NINE) <br />evHDIV rk LOT: <br />ABBOTT <br />PARK <br />LOT #42 <br />BLK 9 <br />PROJECT# <br />04181.000-42093 <br />MODELA <br />3EEB <br />"2260—ELSTON" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />DAD1' .. 11/20/10 <br />BCA=: 1/4"=1'-0" <br />8*1z T <br />D1 <br />