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2X4 TOP PLATE <br />PLAN <br />PRE-FAB TRUSS <br />112' CLG. BOARD <br />1/2' DRYWALL <br />CURE BT. 2X4 WOOD <br />PLATE TO SLAB STUDS *24, <br />W/ IOd MASONRY OG. <br />NAIL • 32' OZ. <br />MAX <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 I6' O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />FIN. R.R. 'r � ' S <br />(a)TYP. INT. WALL (NON-BRG.) <br />Di SCALE: <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R5M.1.1 <br />ON I}' O.S.B. SHEATHING <br />OR k 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--vim <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'•0' FIN. FLRj <br />1'-0. <br />TYP. <br />ON. <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- s <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />to PIPE THROUGH BOND BEAM <br />Di SCALE:3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON I}' O.S.B. SHEATHING <br />OR Ij' CDX PLYWOOD <br />8 <br />O/' GYPSUM BOARD <br />SECURED PER <br />R 1/2'HIGH <br />FASTENER SCHEDULE <br />STRENGTH CLG. <br />=A� <br />REFERENCE <br />STRUCTURAL <br />SEE ENERGY CODE FORTIS <br />PRE-ENG TRIBE <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS era <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' Or. <br />1/2' THICIC, 2 COAT PORTLAND <br />B: cm CEMENT PLASTER APPLIED <br />1/2' GYP. WL. A DIRECTLY TO MASONRY <br />I It0'-0' FIN FLR <br />d A <br />a <br />m .. <br />n W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING N <br />GTE. <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />SCALE, -E, 3/4'.-m' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 486S TYPE IV, OR ASTM D <br />(0'151 <br />:0" AND MAL <br />W LN <br />p FYc ftx" wR eas LK <br />,cm <br />a•sTF.a.ao. <br />xx o sue <br />r'. <br />2B GAS LINE THRU BLACK <br />�C,ILe, N'.YO• <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5.1.1 ON I}' O'S$. <br />SHEATHING OR I' C )X <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 />M' THICK, 2 CART r c'u ate <br />FO OTM em:c:ueeL PmFLAHeI! .4FMF7.MDalD <br />W MASO M <br />YLllOYRY 2M F.T. <br />ATTACELLLA* F M TO FILL <br />C!LL AB eR <br />F.7 <br />TO <br />GM <br />ea. <br />s GARAGE DOOR JAMBS <br />Di SCALE: 11/2'al'-0' <br />—2X4 SPF 24' O.C. MAX-­1 <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS <br />BTIFFBACK AT ALL UPRICTH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TWOS — <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORTIS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOAR <br />a pea <br />lioc <br />FIBERGLASS SHINGLES <br />OVER 930 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.I.1 ON J' O.S.B. <br />SHEATHING OR k CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.N. 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 />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />\— WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS 24' O.G. <br />1/2' THICK, 2 COAT I/2, GYP. WL. BD. <br />PORTLAND CEMENT WOOD BASE 'cm <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR - 0'-0' FIN. FLR <br />d a <br />e' crw <br /><a <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />01 C SALE: 3/4'-1'-& <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />till <br />q <br />O <br />J <br />w <br />0 <br />rd <br />SU13DLV, & L37- <br />SILVERADO <br />LOT #32 <br />BLK #18 <br />PROJECT# <br />04128.002-32181 <br />MODELA <br />4EBB <br />"1828-CALI" <br />GARAGE 19TnNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />u"N <br />paurr <br />DAM 06/09/20 <br />L3CAm 1/4"=1'-0 <br />SKEET <br />D1 <br />