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��.eq. `'� 1� 2X4 TOP PLATE <br />PEAT— T <br />PRE -FAD TRUSS <br />1/2 CLG. 5OAMl--/""l <br />1,2' DRYWALL — , I 1 <br />SECURE DT. — <br />MATE TO SLA5 <br />W/ 10d MASONRY <br />NAIL • 32' OIG. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />Oc <br />SLAD <br />ryVlts .71uV0 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 G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />TUAN')A' nf_ <br />TYP. INT. WALL NON—BRG. <br />21 SCALE, 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT. INSTALLED <br />PER SECTION RWbJ.l <br />ON }' 0.6.5. SHEATHING <br />OR }' COX 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 />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 />D1 SCALE: 3/4'"1'-0' <br />5/E' GYP6IUM BOARD <br />OR V2' HIGH <br />STRENGTH CLG. <br />BOARD <br />R ELEVA <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />O.H. <br />R-4.1 NSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />' REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—� <br />STRIPS R 24' Or— <br />a' CMU <br />1/2' GYP. a. <br />/ WOOD RASE <br />0'-m' FIN. FLR�L <br />a <br />m. <br />9 <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R91D5.1.1 <br />ON O.S.B. 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 />mlz 0'-1p' FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (2)OLAYER UNDEPLAYMENT 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 II, <br />ASTM D 49*-3 TYPE IV, OR ASTM D <br />615'1 <br />a," n @a& <br />sA►s.ISE <br />i P rw narE Ion se I.N <br />rav <br />N' 41T.1i.lD. <br />rooD w <br />2B GAS LINE THRU BLACK <br />N•.M1� <br />FIBERGLA66 SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWS.l.l ON J' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-®' <br />TYP. <br />MTL. DRIP EDGE OH• <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRU88 <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS I <br />V9• T/Im f CAAT - <br />LAM OCRtR <br />PLASTM AWL <br />DIIOORT TO <br />MAGONW <br />ATTACMO TO FILL <br />CSLL AS PER <br />ATFIIOVAL Rln <br />SSALAW " <br />. - - GALV. WnEL <br />qp VEWICAL TRACK <br />By P". <br />FASTMOP TO <br />TRAM eRAaQro <br />w PROM= <br />AFFROVAL 1116 <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: <br />2x BLOCKING BETWEEN <br />PER STRUCTURAL DEW <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />2x RAT RUN SECURED PER—/ <br />STRLI� <br />9TRJCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2. <br />HIGH STRENGTH CLG. BOAR <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' Or- <br />1/2* THICK, 2 COAT--J— - 1/2' GYP. WL. 50. <br />PORTLAND CEMENT WOOD BASE — <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY -77 <br />0'-®' FIN. FLIlto <br />a, cm <br />e. <br />,a <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905JJ ON I' 0.6D. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL, DRIP EDGE <br />OM. 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' TNIOC, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />sa <br />k 0'-V' FIN. FLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.F-V' <br />1441 N. RONALD REAGAN SLUM <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX 407-7744078 <br />www.abdoeigngroup.com <br />AA M: 0003325 <br />1 <br />cl <br />stMDty & LOT: <br />III <br />ABBOTT PARK <br />LOT #43 <br />BLK #9 <br />PROJWT* <br />0418 .000-4 091 <br />MODZIA <br />"1499—FREEPORT" <br />G/►1tAGE sVFMG: <br />RIGHT <br />PAGR: <br />DETAILS <br />%160 MPH EXP. C <br />lJ <br />DA 12/06,F-IUNT119 <br />sCALM: 1/4"=1'-O" <br />MMET <br />D1 <br />