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2X4 TOP PLATE <br />PRE -FAR TRUSS <br />U2' CLQr. BOARD <br />1/7' DRYWALL <br />SECURE ST. — <br />PLATE TO SLAG <br />W/ Mal MASONRY <br />NAIL a 32. Or — <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024. <br />oJC. <br />NOTE; 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.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(2)TYP. INT. WALL (NON —BRIG.) <br />D 1 SCALE. 3/4'-1'-0' <br />FIBERGLASS 614IN6LES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R908.1.1 <br />ON J' OZZ. 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 />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID C%ROUT <br />W/ (1)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />SEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.1'-0' <br />b/8' GYPSUM BOA <br />OR 1/2' NIGH <br />STRENGTH CLG. <br />BOARD <br />PER ELEVATI <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />0. PER ELEVATION <br />TYP. <br />034. <br />R-4.1INSULATION <br />WINDOW ATTACN'9ENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—� <br />STRIPS a 24' O.C. <br />8' CMU <br />1/2' GYP. WL. ED.—— --- <br />WOOD BASE <br />0'-0' FIN. FLR —I ` . <br />a <br />m <br />,a <br />a a. <br />n W/ WINDOW OPENING <br />eL <br />FIE5ERGLAS6 SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R9510b.1.1 <br />ON OAM. SHEATHING <br />OR }` CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -PG 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 />J 0'-0' FIN. FLR <br />a <br />® TYP. WALL SECTION <br />NO OPENING NO <br />PER SECTION 905.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL_ $2)�A� ERIUNDERLAYME T SYS EM <br />D1 SCALE, 3/4'.I'-V' 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 />eAux ao seAL <br />sw w <br />i r � eLna row or w <br />v a� <br />w•m.r_w. <br />woos are <br />2B GAS LINE THRU BLACK <br />vr.rx <br />FIBER53LA66 SHINGLES <br />OVER 430 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R60W.1 ON A' O.S.S. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-0' <br />TYP. <br />MTL. DRIP EDGE CA <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRLUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS / <br />N' TMe7G 2 COAT - <br />FomLao cwwff <br />CON CTLY TO <br />MASOM <br />RUL <br />CORD! MAP <br />a' cm sea <br />sTwJCTI m I.oR <br />weeaewcerex <br />2.6 P.T. so <br />ATTA0W00 TO RLL <br />CULL AS Pew <br />APPROVAL:f= <br />GRALAW <br />SACKM woo <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-0' <br />—2X4 a" 24' O.C. MAX. <br />SECURE W/ (2)12d NAILS <br />a EA. END <br />2x ESLOCKING EIETWEEN TRUSSER <br />--PER STRUCTURAL DETAILS-- <br />STIFFBAC.K AT ALL UPRICeH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WO. TRUSS <br />CONT. 2x RAT RUN SECURED PER — <br />STRUCTURAL DETAILS <br />SEE ENEIIYsY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ w GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK 2 COAT—U/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />6'CMU n <br />,a <br />'4 <br />n W/ WINDOW OPENING <br />ti <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' O.C. <br />V2' GYP. WL. W. <br />WOOD BASE <br />FISERGLAS6 SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R60b.L1 ON J' ORB. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />oH. 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 />iji <br />0'-0' FIN. PLR <br />n TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D I'll SCALE. 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774-6078 <br />FAK 407-7744078 <br />www.abdesigngroup.eom <br />AA 8: 0003325 <br />DRAFTING]33634 <br />A.B. DESIGN <br />DRAFTIN <br />5439 BEAUMONT C <br />SUITE 10 <br />TAMPA, FLORIPH: 81388FAX- 81388 <br />amnnn <br />aunD:v. ae L07: <br />SILVERADO <br />LOT #15 <br />BLK #13 <br />P7ROJECT# <br />03719,000-15131 <br />>wcoDN5—D <br />GARAGE STaNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />