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2X4 TOP PLATE <br />PER F <br />PL <br />PRE-FAS TRUSS <br />1/2. CLG. BOARD <br />la• DRYWALL �_ 1 • 1 <br />2x4 WOOD <br />STUDS *24' <br />O.G. <br />SLAB <br />FIN, RR <br />NV 1 t=; 'J I U[J3 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 />(ZTYP. INT. WALL ( NON— BRG. ) <br />D' SCALE, 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R505.1.1 <br />ON J' OAS. SHEATHING <br />OR k CpX PLY 1000 <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 />1,-0• <br />TYP_ <br />O.H. <br />5/8, GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' OIA. 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 />2,a PIPE THROUGH BOND BEAM <br />pi SCALE-. 3/4'-1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />S' cm <br />1/2, GYP, ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR..L <br />m <br />n W/ WINDOW OPENING <br />rL <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON �• OAS, 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 />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR- <br />�T--YP WALL SECTION <br />Nam' O OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />TO LESS TH , A <br />4 1-STORY HIP BLOCK WALL (2)SLLAYEROPES2:12 UNDERLAYIMENTAN SY4:12STEM <br />D1 SCALE, 3/4'-1'-0' 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 486S TYPE IV, OR ASTM D <br />6151 <br />r—g <br />I• Pw: aim Am"I.N <br />�•oy <br />m eTP. LL. eo. <br />ow swe <br />28 GAS LINE THRU BLOCK <br />senu. w•.r-a <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON a, OAS. <br />SHEATHING OR I' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />_m, <br />TYP. <br />MTL. DRIP EDGE O•µ <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 />0'-0' FN. FLR <br />8' CMu — <br />IA' TWCK 2 COAT - <br />roRrLop cCllr <br />PLASUR APPLIED <br />pumem7 TO <br />MA00W <br />Ima vcxrlrx TRnac er <br />eT• rws. <br />PAOT@NM TO Roa,T <br />TRACK OFUCr17R>! <br />w/PROCUCT <br />APPROVAL Na. <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'=I'-O' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS--\ <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS — <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />,. PER ELEVATION <br />5/0' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS • 24. O.C. <br />IR' GYP. WL, BD. <br />WOOD BASE <br />O TO PILL <br />Pm <br />V_ R[f1 <br />Iioo <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON I}' OSS. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />0. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. 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 />a _ _ 0'-0' FIN. FILM <br />4-C a <br />H W/ WINDOW OPENING TYR WALL SECTION <br />NO OPENING <br />(5�)1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA A: 000332E <br />8 <br />b <br />a <br />A <br />t <br />cl <br />9UHDIV. & LOT <br />SILVERADO <br />LOT #5 <br />BLK. #12 <br />PROJECT# <br />04128.001-05121 <br />UI[ODEL• <br />4EBB <br />"1828—CALI" <br />GARAGE AWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA8/16/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />