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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />V1' GLfi BOARD— Z- <br />1/2' OWTWALL -— — �_T')' <br />SECURE BT. — <br />MATE TO SLAG <br />IW Wd MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS 024' <br />Oc <br />l7VIG• DIuwo m <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 ib' O.C. OR, NOT <br />LESS THAN 2xh, WHERE <br />SPACED NOT MORE <br />THAN 24' O C. <br />)TYP. INT. WALL (NON—BRG. ) <br />Dl 5CALE, 3/4'•I'-m' <br />S' DIA, SLEEVE, <br />DO NOT CUT <br />BOND BEAM• <br />SOLID GROUT <br />W/ (U- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARB <br />zA PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'■1'-0' <br />Are rT,1L <br />LI1f <br />: i F4C uat Fox arA LN <br />as <br />N'OTR�aD. <br />aaoD aua <br />g GAS LINE THRU BLOCK <br />v! — <br />FIBERGLASS SHINGLES <br />OVER OM FELT PAPER OR <br />FIBERGLASS SHINGLES <br />SYNTHETIC PRODUCT, <br />OVER 9m FELT PAPER <br />MSTALLED SECTION <br />FIBERGLASS SHINGLES <br />OR TIC <br />R9m9.1.I�ON O.S.B. <br />OVER W FELT PAPER <br />DUCT, INS <br />PRODUCT, INSTALLED <br />SHEATHING �' COX <br />OR SYNTHETIC <br />PERCAB.SECTION <br />UR <br />PLYWOOD SECURED PER <br />PRODUCT, INSTALLED <br />ON �' CAB. SHEATHING <br />SHEATHING-, <br />FASTENER SCHEDULE <br />PER SECTION RWS11 <br />OR k CDX PLYWOOD <br />ON J ObD. SHEATHING <br />/S' G1 PbIM BO <br />SECURED PER <br />OR k CDX PLYWOOD <br />OR L12' HIGH <br />FASTENER SCHEDULE <br />r <br />SECURED PER <br />STRENGTH CLG. <br />TT'P. <br />FASTENER SCHEDULE <br />BOARD <br />REFERENCE <br />MTL. DRIP EDGE <br />orl• <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />PRE- TRU66 <br />SEE ENERGY CODE FORMS <br />INSULATION It -VALUES <br />PRE-� <br />VENTED SOFFIT <br />REFERENCE STRUCTURAL <br />PRE-ENdm GABLE TRUSS <br />MTL. DRIP EDGE <br />�' <br />hITL. DRIP EDGE <br />I._m. PER ELEVATION <br />� <br />WEEP SCREED <br />2x FASCIA PER <br />r-p <br />2x FASCIA PER <br />ELEVATIONS <br />OA : i <br />ELEVATIONS <br />2x P.T. SECURED PER <br />VENTED SOFFIT <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />WINDOW ATTACHMENT <br />S PER MANU=ACTURE6 <br />SPECIFICATIONS <br />f <br />�REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24, OL. <br />L12' THICK 2 COAT PORTLAND <br />1,4' THICK, 2 COAT PORTLAND S' CMU CEMENT PLASTER APPLIED <br />CEMENT PLASTER APPLIED 1/2' GYP. ILL. MD. DIRECTLY TO MASONRY <br />DIRECTLY TO MASONRY - WOOD BABE —� <br />m'-v FIN. FLR _ _ — 0'-0' PIK FLR <br />a. <br />•• <br />a' a. <br />' 4 <br />n W/ WINDOW OPENING �TYP. WALL SECTION <br />n L NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />TO LESS THAN 4.-12, A <br />4 1—STORY HIP BLOCK WALL (2)OLAYERIUNDERLAYMENT SYSTEM <br />SCALE. 3/4•-1'.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 4969 TYPE IV, OR ASTM D <br />fo751 <br />H' TWCK, 2 COAT - <br />F'ORILATO CQLR <br />Dp"Imy TO <br />MAGONpT <br />"m <br />000" DEAD <br />mm <br />s• cru aaa <br />R:MdCBT <br />2:6 P.T. VD <br />ATTACWW TO F" <br />GRL Y FM <br />APPRWAL ISO. <br />IRALAR I <br />MAGIMt NOD <br />a),GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'"I'-O' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIOW <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUBS — <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ S/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT-1--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-V' FIN. FLR <br />e' cm <br />a <br />a. <br />..a <br />..4 <br />W/ WINDOW OPENING <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />4x2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/1' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.0 ON J' Oba, <br />SHEATHO�s OR k COX <br />PLYWOOD SECURED PER <br />I.-C. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />o.H. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE 714" <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 />CMU <br />m'-m' FIN FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />VSCALE, <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abde*Wn$roup.com <br />AA N: 0003325 <br />3 <br />0 <br />su=ly as LGa� <br />ABBOTT PARK <br />LOT #46 <br />BLK. #9 <br />it awT-4 <br />6092 <br />HGDEI4 <br />3EAB <br />"1504—ALLEX" <br />GARAGE iWUM: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />