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2X4 TOP PLATE <br />PER FILM 6 <br />FLAN <br />_ PRE-FAB TRUSS <br />1/2' C f- BOARD <br />1/2' DRYWALL <br />2X4 WOOD <br />STUDS 024 <br />O.C. <br />SLAB <br />0'-0• <br />FIN. FLR <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.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(a:)TYP. INT. WALL ( NON— BRG. ) <br />D9 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS05.1.1 <br />ON J' ORB. SHEATHING <br />OR P 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 1 <br />0'-0• FIN FLRA <br />11_0. <br />TYP. <br />O.N. <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- s <br />(2) COURSE <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />za PIPE THROUGH BOND BEAM <br />21 SCALE: 3/4'GI'-0' <br />d_ <br />\-SEE ENERGY CODE FORME <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION ------- <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURESSP <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING —� <br />STRIPS • 24' O.C. <br />8' cm <br />1/2' GYP. WL. <br />/ WOOD BASE <br />n W/ WINDOW OPENING <br />A <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON OS$. SHEATHING <br />OR COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />-REFERENCE <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 />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL SI 2) LAYER SYSTEM <br />D1 SCALE: 3/4•.I'-0• — 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 />615-1 <br />Ara seAL <br />slue raeee LRH <br />-ea <br />2B GAS LINE THRU BLOCK <br />D1 aeAu. w•.r.e <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWS.1.1 ON 11' O.S.B. <br />SHEATHING OR }• CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. <br />MTL. DRIP EDGE O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED E <br />PRE-ENG. GABLE SWEEP SC <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />V2' THIGI( 2 GOAT - <br />PORTL/RD C811EW <br />PLASTER APPLIED <br />DUMMY TO <br />MASO/RT <br />PRODUCT <br />APPROVAL R?O. <br />UV PRODUCT <br />APPROVAL FIRM <br />COISER DEAD <br />w OMJ SEE <br />STRI/GTURAL FOR <br />1l AWPNMBOIT <br />2.6 P.T. SO <br />ATTACWW TO PILL <br />CELL AS PER <br />PROOUGT <br />APPROVAL REo. <br />GRALAW 2 <br />SACKER ROD <br />SEATWER STRIP <br />MOILDSIS ALL <br />AROUND (BY <br />DOOR YLuaFJ <br />_Y MN L <br />_OVEDYOTIGSRUEAD DOOR <br />PC <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'GI'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS � <br />STIFFSACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE -ENS WD.TRUSS <br />CONT. 2x RAT RUN SECURED PER - <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2• THICK 2 COAT__Jl_ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR,, <br />< a° <br />n W/ WINDOW OPENING <br />!L <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2, GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON J' OSB. <br />SHEATHING OR Ij' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />CA <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 />J 0'-0' FIN FLR. <br />(-,)TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4' • 1'-0• <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abda igngroup.com <br />AA #: 0003325 <br />'RS <br />y <br />a <br />ci <br />4 <br />IN <br />G <br />SUHDIV. de LOT <br />71 <br />SILVERADO <br />LOT 7 <br />BLK 11 <br />PROJECT* <br />04128.000-07111 <br />MODEL' <br />4EBB <br />"1828-CALI" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DAR tE 10/11/18 <br />SCALE: 1/4"=1'-O" <br />SHEET <br />D1 <br />