Laserfiche WebLink
IF <br />PER F-R. 2x4 TOP PLATE <br />PLATI � <br />PRE-FAB TRUSS <br />1/2' CLG. BOARD <br />1/2' DRYWALL -- 1 ' 1 <br />2X4 WOOD <br />STUDS *24' <br />O.C. <br />FIN. FLR <br />3 <br />NV It: bIUVb 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 />TUAN 9A' ne- <br />MTYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLA55 5HINGLE5 <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON J' 0.5.5. SHEATHING <br />OR ;' 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 />5/S'GYPSUM BOA <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ATI <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUE5 <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />o.u. <br />R-4.1INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING---- <br />STRIPS * 24' OjC. <br />8' CMU —� <br />1/2' GYP. WL BD.� <br />WOOD BASE <br />0'-0' FIN. FLR <br />m <br />n W/ WINDOW OPENING <br />5' DIA SLEEVE, <br />DO NOT CUT <br />REeAR <br />1501,10 BEAM NOT MR <br />SOLID C.I®O0f TFE DOND <br />IW (I)- 9 BEAM <br />(2) COUFSE - RESARS <br />2A PIPE THROUGH BOND BEAM <br />D1 BGALE, 3/4'.1'-V' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.0 <br />ON 1}' OSB, SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENC. 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'-0' FIN. FLR <br />TYP. WALL SECTION <br />r' NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />1 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 11, <br />ASTM D 4869 TYPE Iv, OR ASTM D <br />615'I <br />* ua <br />rc «aK role *as uE <br />au <br />•a.r.�eo. <br />r2g\GAS LINE THRU BLACK <br />Dt ecALe, vr.r-a <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.0 ON J' OSB. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-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 />COMM 09AD <br />D"Romy TO <br />PtXLDM ALL <br />►_������?i!� li!i!i!i!i!�!i!i!i!i!�!i!�O�i" <br />PMTWW TO <br />PA6TWED TO <br />Room <br />um pmockict <br />A14410VAL Ma <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-O' <br />2x EILOOKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS--\ <br />STIFFBACK AT ALL UPR*14 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONT. 2x RAT RUN SECURED PERJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />I-IICsl-1 STRENGTH CLG. BOARD <br />1/2'THICK, 2 COAT-1-- <br />FORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR iL <br />e' CMU m , <br />n W/ WINDOW OPENING <br />n <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />i2EFERENCE <br />STRUCTURAL <br />4x2 P.T. FURRING <br />STRIPS * 24' O.C. <br />112' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS 844INGLES <br />OVER 0330 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON a,' OSB. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.N. <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 />CMU <br />0'-0' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING <br />6 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'. P-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.corn <br />AA 8: 0003325 <br />0 <br />a <br />0 <br />O <br />F <br />aXMDrv. da LOT: <br />SILVERADO <br />LOT #4 <br />BLK #12 <br />PROJECT* <br />04128.001-04121 <br />11[ODEL- <br />4EHB <br />"2605—HAYDEN" <br />GA 1AGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />2 <br />A <br />D = 08/16/18 <br />SCALE: 1/4"=1'—O" <br />SlIEET <br />D1 <br />