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2X4 TOP PLATE <br />PLA►d <br />PRE-FAB TRUSS <br />112' [LCs BOARD <br />1/2' DRTTWALL T-tr <br />2X4 UIOOD <br />STUDS 024' <br />O.G. <br />SLAB <br />FIN. FLR <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 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(a1TYP. INT. WALL (NON-BRG.) <br />D1 SCALE: 3/4'-F-0' <br />FIBERGLASS SHINGLES <br />OVER =30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />CN I}' OU38. SHEATHING <br />OR UJ' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-EhG TRUES J <br />MTL. DRIP EDGE <br />2x FASCIA PER I -m <br />ELEVATIONS TOP. <br />OH. <br />VENTED SOFFIT <br />In' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,_ <br />S/S' C=YPSUM BO <br />OR In' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <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' O.C. <br />8' CMU <br />In. GYP. WI-. BD.� <br />WOOD BASE <br />4_ ° <br />a <br />°'d • 4 <br />S' DU. 6LEEVE, <br />DO NOT CUT <br />BOND BEAM HOT CUT <br />SOLID GROUT THE 113 D <br />v (U- •5 BEAT <br />12) COARSE - RRISARS <br />2A PIPE THROUGH BOND BEAM <br />8CALIZ, W41.1'-O' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW .0 <br />ON I}' O.SB. SHEATHING <br />OR k 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 />0-0' FIN. FLR. <br />ti W/ WINDOW OPENING B TYR WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />(j:)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'.1'-& IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (I) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4869 TYPE Iv, OR ASTM D <br />6'151 <br />—ftl <br />PM 6" LH2 <br />26 GAS LINE THRU BLOCK <br />eeAu,Tr.rr <br />FIBERGLAS5 SHINGLES <br />OVER SO FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905JJ ON l' 0$J5. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-0' <br />TYR <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE -ENS. GABLE TRU°.,.9 <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />N'TWM2WAT- <br />FORTLA)D CB1M <br />FLbTIW APPLIED <br />DIRECTLY TO <br />MAGONW <br />GALV. STEiL <br />RIGL ~W-AL TT61GC <br />By ITMP. <br />PASTBED TO <br />TRAM 6RACIQis <br />a FRODIICT <br />APPIWVK FWQ <br />CGPVMR EEAD <br />S' GTAI um <br />6TIO CTIRAL FOR <br />IlNPOIfGB'®R <br />2.16 P.T. YD <br />ATTACHED TO F" <br />CILL b FM <br />FIYODIKT <br />APPROVAL REG <br />6EALAM i <br />6ACKM ROD <br />222A7HER OTW <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-0' <br />2x BLOCKING= BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS --\ <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE -ENS WD.TRUSS, — <br />COIN. Tx RAT RUN SECURED PERJ� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 51W GYPSUM BOARD OR IR' <br />HKsH STRENGTH CLG. BOARD <br />In' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR$_ <br />_.- 4 <br />• 4' <br />W/ WINDOW OPENING <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS 6 24' OG. <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGL.EB <br />OVER'iO FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5JJ CN J' 0.8m. <br />SHEATHING OR k CDX <br />PLYWOOD SECURED PER <br />I,FASTENER SCHEDULE <br />TMTL. DRIP EDGE <br />i <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 />B TYP. WALL SECTION <br />NO OPENING <br />6 1-STORY GABLE BLOCK WALL <br />1 SCALE: 3/4'.1'-O' <br />In' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />Ri0i <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAR(: 407-774-4078 <br />www.abdesW igroup.mm <br />AA /: 0003325 <br />h <br />$ <br />� <br />Q <br />t7 <br />W <br />E <br />V <br />W <br />� <br />3 <br />Q <br />Ll <br />e <br />� <br />o <br />� <br />alsIsa <br />avmmm & LOT: <br />SILVERADO <br />LOT #21 <br />BLK #7 <br />PROJECT# <br />04128.002-21071 <br />MODEL <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE SVIMO: <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EXP. <br />ARMH T <br />STATE OF FLORA <br />ROLAND A ABOUCK40RA <br />AR NO 9UM <br />ppmrr "I <br />DATIM. 06/04/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />kill <br />D1 <br />