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�PE� �-+FL l . 2X4 TOP PLATE <br />PE 7 <br />PRE -FAD TRUSS <br />V2' C.G. DOARD <br />V2' DRYWALL T)r <br />SECURE OT. — <br />PLATE TO SLA5 <br />IU/ 10d MASONRY <br />NAIL • 32' OL. <br />MAX <br />V.-O. <br />FIN. FLR <br />STUDS *24' <br />O'C' <br />SLAB <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.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />TLJAN 7A' nr- <br />TYP. INT. WALL NON-BRG. <br />D1 SCALE, 3/4'.I'-V' <br />FIDER31-ASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS06.0 <br />ON J' OAS. SWEAT14MG <br />OR }' CDX PLYWOOD <br />SE0JRED PER <br />FASTENER SCHEDULE s <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE 77 <br />2x FASCIA PER m <br />TYP. <br />ELEVATIONS O.H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />A/S' GYPSUM Bc <br />OR 1/2' HKsH <br />STRENGTH CLG <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION Ft -VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' Cm <br />1/2' GYP. WL. BID. - <br />WOOD BASE — <br />S' DIA SLEEVE, <br />DO NOT CUT <br />REIM <br />PIE <br />ppr4D _ NOT CUT <br />SOLID 45RCI,Pi THE � <br />UV (1)"S BENS <br />(2) COURlE - RU!DARS <br />PIPE THROUGH BOND BEAM <br />SCALE: W4'.I'•D' <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON O.S.D. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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 />IN pm am LM <br />W. <br />2 GAS LINE THRU BLACK_ <br />4CYL :r.r.r <br />FIBERGLASS SHINGLES <br />OVER B0 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW511 ON }' O.SS. <br />SHEATHMG OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENC. 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 />I.-,. <br />TYP. <br />♦ ♦ ♦ I i�.4AOTiTi�.O�i00�i�.�.'i <br />.�� <br />r~j <br />lea � `-&AN414o Oom <br />r <br />SY KAM By MERE <br />PAaTRNW To "WH <br />TRK1C ERACOQUO <br />av r000uw <br />APrwovA. XSQ <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-0' <br />2X4 SPF 24' O.G. MAX <br />SECURE W/ 12112d NAILS <br />• EA. END <br />2x BLOCKMG BETWEEN TRUSSES FIEIERGLA88 SHINGLES <br />PER STRUCTURAL DETAILS OVER *30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />71� <br />RWS.1.1 ON J' OA.6. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />m. FASTENER SCHEDULE <br />--PRE-ENG WD. TOM TYP. <br />MTL. DRIP EDGE <br />PER ELEVATION OH. 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOMR <br />INSULATION R-VALUES PRE-EWA GABI E TRUSS <br />PER ELEVATION WEEP SCREED <br />\ HIGH STRENGTNOCLCs BOARD S P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />El <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />GYP. WL. BD. �Hs'�.. ' CI'AJ <br />WOOD RASE <br />0'-0' FIN. FLRIL 0'-0' FIN. FLR 0'-0' FIN FLR Ju-0'-0' FIN. FLR <br />,a <br />W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING rQLYP. WALL SECTION <br />NO OPENING NOTE: NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />(MI -STORY HIP BLOCK WALL (2) LEA ER1UNDeRLAYMeNT SYSTEM (1)1-STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4 .I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-m' <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED 51JT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA S: 0003325 <br />u <br />SOON <br />ij <br />a <br />Ilk <br />U?VHDIV. Ae LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK. #8 <br />P7ROJECT <br />04181.001-11081 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH . C <br />