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2X4 TOP PLATE <br />PLAN <br />Vt' CLG. <br />1/2' DRYWALL <br />SECURE ST. - <br />K ATE TO SLAB <br />W/ Mal MASONRY <br />NAIL • 32' Oa <br />MAX <br />PIE-FAB TRU66 <br />2x4 WOOD <br />STUDS •24' <br />or_ <br />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.G. <br />FIK PLR T <br />(�)TYP. INT. WALL (NON—BRG.) <br />21 SCALE: 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS05.1.1 <br />ON J' O.S.B. SHEATHING <br />OR k COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1'-0' <br />TYR <br />OR <br />1/2' THICK 2 COAT PORTLAND-1--- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRj . <br />,a <br />N W/ WINDOW OPENING <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />all (1)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />zA PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'=1'-V' <br />2 5/8' GYPSUM BOA <br />OR V2' HKaH <br />STRENGTH CLG. <br />BOARD <br />e- 1 <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />bPEGIFICATIONB <br />REFERENCE <br />STRUCTURAL <br />bc2 P.T. FURRING <br />STRIPS • 24' OG. <br />B' cm <br />1/2' GYP. WL. BD.� <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.0 <br />ON DAB. 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 />- 0'-0' FIK FLR, <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION Wr7ll - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (2)OLAY ERIUN ERLAYMENT SYSTEM <br />D1 SCALE: 3/4'-I'-C' 15 REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6-151 <br />M IGx 6Y LN <br />Q <br />2B GAS LINE THRU BLACK <br />ur.r-e <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805.1.1 ON a' O.S.B. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I..,. <br />TYR <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 />V2- THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />h• Tsom J GOAT - <br />PORMAID OT'®!T <br />DII®CTLT TO <br />MUMMY <br />ArrW 4Yt <br />ATTROVAL xm <br />s GARAGE DOOR JAMBS <br />D1 SCALE:II/2'=I'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS—\ <br />STIFFBACK AT ALL UPRrW4 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONT.'2x RAT RUN SECURED PER—// <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />,I.PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANI.FACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />4x2 P.T. FURRING <br />STRIPS • 24. O.C. <br />IR' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.1.1 ON a- O*Z. <br />SHEATHING OR Jj' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />2 <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 />=Y <br />N. FLR-j, 0'-0' FIN. FLR <br />e rraJ <br />ti <br />,a 4. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'•I'-C' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwAbdesigngroup com <br />AA 6: 0003326 <br />F <br />< <br />a <br />W <br />u <br />q <br />6 <br />r <br />40) <br />Q <br />Jlumrv. Ae LOT <br />SILVERADO <br />LOT 7 <br />BLK 19 <br />PROJECT# <br />04128.002 07191 <br />1gODEL <br />4EB/B�i T <br />"1828—CALL" <br />GARAGE 811► NG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Dw�1 : 04/08/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />