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2X4 TOP PLATE <br />PLAN T <br />PRE -FAD TRUSS <br />W. CLCs. BOARD <br />1/2' DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Od MASONRY <br />NAIL S 32' Or <br />— <br />MAX <br />I 0 0' <br />FWL K.R. <br />2X4 WOOD <br />STUDS •24' <br />or_ <br />SLAB <br />NOTE: 5TUD5 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 />TWAN 2A' AG <br />(a1TYP. INT. WALL (NON-BRG.) <br />D1 SCALE, 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5U.I <br />ON J' OA.B. SHEATHING <br />OR J' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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 />I'-0' <br />TYP. <br />O.H. <br />¢/S' GYPSUM IN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />R,EBARS <br />2a PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'-1'-0' <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 />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />e' CMU <br />1/2, GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER OW FELT PAPER <br />OR SYNTHETIC <br />PRODUCT. INSTALLED <br />PER SECTION R905.1.1 <br />ON O.O.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 />28 GAS LINE THRU BLACK <br />rer.a, ••rr <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.I.1 ON a, OA.B. <br />SHEATHING OR J}' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1'-m' <br />TYP. <br />W NICK 2 COAT - <br />PORmov Cal'INT <br />PLASTM APPI. <br />DHRCTLY TO <br />M.480 IRr <br />APPICT <br />srPRorALlEra <br />?N F.T. YD <br />ATTAC+W TO FILL <br />CULL AS RIM <br />APPM 1CT <br />APrROVAL im. <br />OYMMBAD DOM <br />SY or4m <br />s _ GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•I'-0' <br />2X4 OFF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON J' OA$. <br />STIFFBACK AT ALL UPRGHTS SHEATHING OR }' CDX <br />71�10ER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />—PRE-ENG WD. TRUSS TYP. <br />oH. MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />Ir ELEVATIONS <br />CONT. 2x RAT RIN SECURED PER / <br />STRUCTURAL DETAILS / VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />\ HIGH STIRENGTHO� BOARD 2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER <br />PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2, GYP. WL. BD. , CI u <br />WOOD BASE <br />0'-0' FIN. FLR j — 0'-0' FN. FLR. 0'-0' FN. FLRrL — J� 0'-0' FIN. FLR <br />D, CMUA. <br />a - <br />v a <br />,a <br />n W/ WINDOW OPENING /1 TYP. WALL SECTION K W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: OPG <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL (2)LAY ERIUNDE2 TO RLAgYMENT SYSTEM (�:)1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-V' IS REQUIRED. FOR ROOF SLOPES SCALE, 3/4'.1'-0' <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />bl51 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6076 <br />FAX: 407-774-4079 <br />www.abdeslgngroup.com <br />AA S: 0003325 <br />a <br />14 <br />0. <br />a <br />mm <br />aUDDIV, as LOT: <br />ABBOTT PARK <br />LOT #20 <br />BLK. #8 <br />PROJECT# <br />04181.000-20081 <br />MODRIP <br />1408" <br />"DAKOTA" <br />GARAGE SITING: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH . C <br />DAA E: 10/15/20 <br />SCALE: 1/4"=1'—O' <br />SHEET <br />D1 <br />