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2X4 TOP PLATE <br />COINR DEAD <br />PRE -FAD TRUSS U2' TMIGTG 2 COAT a' cm m <br />VY CLG. 15OA010 <br />STw+aueAL FOR <br />00111 Y TOeRAFRBD KS2'o1rlreB <br />MAIGNM <br />NOTE: STUD IN RT5' DIA. SLEEVE, r7A°ONRT 2r�rRc <br />TO F21 ATIAQaID <br />Call Aa rele <br />PARTITIONS SUPPORTING DO NOT CUT Rua <br />1/2' DRYWALL WALL HUNG PLUMBING REBAR cAuun22RSAl aaaAxrR <br />FIXTURES AND WALL PIPE BaoaR�oo <br />CABINETS SHALL BE NOT Amo oe wr <br />gpNp BEAM DO NOT GUT ync�«sv.raea..u. DOOR . Au <br />LESS THAN T M WHERE SOLID GROUT THE BOND ou TRAAcrxs°ORAOM" <br />oaolR rwesi <br />SPACED NOT MORE w orr..Lao. <br />SECURE DT. 2X,4STUDS <br />°S W/ CU- 19 BEAM "'"a1ND ro <br />STUDS a24' THAN I6' O.G. OR NOT _ +� aAeS Rl000 +� me <br />PLATE TO SLAD l2) COURSE REBARS nRdoucT YERTOA&LY.areal 0V2ft cA0 GOOK <br />ul/ IOd MASONRY OO LESS THAN 2x6, WHERE -- AFWWOVAL Rua TRH By OTWMM <br />my MAP. <br />NAIL A 32' O.C. SPACED NOT MORE rAsieao To y <br />M THAN 24' O.C.°R °aie <br />FIK PLR <br />TYP. INT. WALL NON-BRG. <br />D1 SCALE, 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />OVER e30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON I. OA.B. SHEATHING <br />OR J' 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 />11.1. <br />TYP. <br />O.H. <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-0' <br />,5/9' GYPSUM IN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ENEFIGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />LATION <br />WIND W ATTACH <br />WINDOW ATTACHMENT <br />SPECIFICATIONS <br />PER MANUFACTWQES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OZ. <br />a' cm <br />in, GYP. WL. BD. <br />/ WOOD BASE <br />0'-0' FIN. FLR�_ — <br />d a <br />m <br />,a <br />a a. <br />n W/ WINDOW OPENING <br />es <br />FIBERGLASS SHINGLES <br />OVER e80 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON OAJ5. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER 804EDULE <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 MASONRY <br />NIHAz 0'-0' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT <br />)LAYERUNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'.r-C' IS REWIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (I) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE If <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />GAS LINE THRU BLOCK <br />S, U2•.r� <br />FIDEIBaLASB SHINGLES <br />OVER B0 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON J, OA.B. <br />SHEATHING OR 1, 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 />r3 _GARAGE DOOR JAMBS <br />D1 SCALE: 11/2*-1'-0' <br />—2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />B EA. END <br />2x BLOCKING BETWEEN TRU88ES <br />—PER STRUCTURAL DETAILS— <br />STIFfBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WG.TRUSS — <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FOR'•IS POR <br />INSULATION R-VALUES <br />PER ELEVATION <br />Ir <br />\ BIV GYPSUM BOARD OR IR' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT— -- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR e <br />d a <br />a' oMu n <br />ti. <br />,a <br />n W/ WINDOW OPENING <br />R-4U INSULATION <br />WINDOW ATTACHMMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS B 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.11 ON J' OAS. <br />SHEATHING OR I' COX <br />PLYWOOD SECURED PER <br />I._,. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <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 />1/1' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />0'-0' FIN. FLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING <br />(�:)1-STORY GABLE BLOCK WALL <br />l SCALE: 3/4'-1'-& <br />A R C M I T 1 C T 8 <br />GroupL�. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigigroup.eom <br />L AA M: 0003325 J <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA. FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813$88.2802 so <br />ONIIIIIIII <br />BIIIIIIIII°. <br />>?!UDDIV, ae LOT <br />SILVERADO <br />LOT #16 <br />BLK #13 <br />PROJECT# <br />03719.000-16131 <br />WO EIU <br />GARAGR 8 WING: <br />RIGHT <br />PAOUC: <br />DETAILS <br />150 MPH EXP. Vj <br />