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2X4 TOP PLATE <br />W' DRYWALL <br />SECURE DT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL a 32' Or — <br />MAX <br />FIN. PLR <br />F'RE-FAD TIMM <br />2X4 WOOD <br />STUDS e24' <br />O.c. <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.C. <br />(H)TYP. INT. WALL ( NON— BRG. ) <br />D 1 SCALE, 3/4'.1'-0' <br />FIBEMLASS SFIMGLES <br />OYER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905JJ <br />ON a' ObA3. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />M. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND—L' <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR, L <br />I'-0' <br />TYP. <br />O.H. <br />5/S' GYPSUM DI <br />OR 1/2' W*W <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM' <br />SOLID GROUT <br />W/ (1)- «5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />lllD1 SCALE:3/4'•I'-V' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />IRENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. PURRING — <br />STRIPS • 24' OC. <br />8' cm <br />IR' GYP. ILL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER 130 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON O.S.M. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TIWW <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 />7-1 <br />d' <br />tl_ se <br />.0 a. <br />W/ WINDOW OPENING a TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLS4 1—STORY HIP BLOCK WALL (2) LEA ERIUNDERLAYMETO LESS THNT 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 D226 TYPE II, <br />ASTM D 486-3 TYPE IV, OR ASTM D <br />6'15i <br />wo 6 K <br />Y Pw &A" �oR ou ua <br />,cm <br />Tern.weo, <br />nao mom <br />B GAS LINE THRU BLACK <br />MM6 N'eM1I <br />FIBERCII A SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.IJ ON a' 0A.B. <br />SHEATHING OR I' COX <br />PLYWOOD SECURED PER <br />FASTENER 804EDULE <br />P_0. <br />TYP. <br />MTL. DRIP EDGEI/y ON. <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' FIN. PLR.A / <br />8' CMU <br />moon JAM PMAPPWVAL <br />OALv. eTm arllsl[AD O <br />IYdL BY MAM 11uCK ! Illy OrAm <br />MaTNNW TO Rom <br />TRACK eRAaQ» <br />mr PROC= <br />APPROVAL OEM <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />�-2X4 61-F 24'Or- MAX — <br />SECURE W/ (2)12d NAILS <br />e EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRK4H <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 />INSULATICN R-VALUES <br />J.PER ELEVATION <br />5/S' GYF'edl 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. FURRING — <br />STRIPS a 24' OjC, <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 />R9m5.l.l ON J' Obs. <br />SHEATHING OR j' 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 />CHu <br />0'-0' PIN. FLR <br />� •e <br />A• <br />G <br />. ae <br />4° <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN SLVD, <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX; 407-7744078 <br />www.abdoslgngroup.com <br />L AA M: 0003325 J <br />i <br />2_ <br />E <br />o <br />a <br />ac7>s m as LOT <br />SILVERADO <br />LOT #14 <br />BLK #19 <br />PROJECT* <br />04128.002-14191 <br />"ODEL• <br />4EWB <br />"1499—FREEPORT" <br />GARAGE 81FIFMC: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />