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2X4 TOP PLATE <br />PLAN y <br />PRE -FAD TRUSS <br />Ui' CLG. BOARD <br />IR' DRYWALL <br />SECURE ST. 2X4 WOOD <br />PLATE TO SLAB STUDS S24' <br />W/ IDd MASONRY OC' <br />NAIL • 32' Or — <br />MAX <br />SLAE <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 />FIN. PLR Y � ' <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'•I'-V' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RB05J.1 <br />ON I}' 0.645. SHEATHING <br />OR }' COX 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—U-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR.L <br />1'-0' <br />TYP. <br />O.H. <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM <br />SOLID GROUT <br />W/ (I)- r5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'-1'-0' <br />FO' <br />GARD1/2 14 <br />STRELBOARD <br />SEE ENERGY CODE FORTIS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />�—R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />r : SPECIFICATIONS <br />I r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' Or- <br />a, CMu <br />1/2, GYP. ILL. BD.- <br />/ i— WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R%"JJ <br />ON J' O.S.S. SHEATHING <br />OR Uj' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />—INFERENCE <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 />0'-C' FIN. FLR <br />a <br />ti <. <br />a <br />4 <br />�W/ WINDOW OPENINGWINDOW OPENING TYP. WALL SECTION <br />SECTION <br />NO OPENING NOE <br />PER SECTION W5.1.1 - FOR ROOF <br />SLS 2:4 1—STORY HIP BLOCK WALL (2)LAY ERIUN ERLAYMENT SYSTEM <br />D1 SCALE, 3/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE If, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6'15l <br />cm <br />-O .WSR <br />26 GAS LINE THRU BLOCK <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.IJ ON J' O.S.S. <br />SHEATHING OR }' CDX <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 />1/2' THICK, 2 COAT. <br />PORTLAND CEMENT. <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />UY THICK. 2 COAT - <br />PORMANC) CB•IOR <br />PLASTER APPLIED <br />DflRCTLY TO <br />MAOCNer <br />IR6 VERTICAL TRACK <br />sY Fla/. <br />PAOMIRID TO <br />TRACK ER4CKEM <br />APPROVAL REQ. <br />CO"R GLAD <br />Y CFY SHE <br />STPUCTURAL POI! <br />REsraRce•®+r <br />2.6 P.T. ED <br />ATTACHED TO FILL <br />CELL AS P W <br />APPROVAL IRO. <br />encTalt ROD <br />YRATHM STRIP <br />MA CM ALL <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-0' <br />2X4 924' O.C. MAX. <br />SECURE <br />ECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER O30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5.LI ON I}' 0.6a <br />STIFF15ACK AT ALL UPRIGHTS SHEATHING OR;' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />I._m. FASTENER SCHEDULE <br />—PRE-EWG WD• TRUSS TYP. MTL. DRIP EDGE <br />OH. <br />PER ELEVATION 2x FASCIA PER <br />IF ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />5/S' GYPSU I BOARD OR IR' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENGE <br />STRUCTURAL <br />bc2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. a, GMU <br />�— WOOD BASE <br />21 FLR . . _ i. 0'-C' FN. FLR <br />8' cm n <br />m .. <br />b <br />4 <br />A W/ WINDOW OPENING TYP. WALL SECTION B <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-V' <br />W� <br />w <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX:407-7744079 <br />www.abdosigngroup.com <br />AA M: 0003326 <br />k <br />Y <br />a <br />r <br />;44 <br />i <br />SU BDM ad L,OT <br />ABBOTT PARK <br />LOT #23 <br />BLK. #8 <br />PROJECT* <br />04181.000-23081 <br />MODEL& <br />4EBB <br />"1828—CALL" <br />GARAGE 8`11117,TO: <br />LEFT <br />PAGE: <br />DETAILS <br />%l PH Ap.0 <br />