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2X4 TOP PLATE <br />PLAN <br />F'RE-FAB TRU88 <br />14, TMIM 2 cD4t <br />=i® <br />COIelR DEAD <br />In. CLra BOARD <br />IL ILAND <br />stwactnL R7R <br />D4ECTLT TO <br />MAepRT <br />2.6 P.T. eC <br />STUDS IN <br />5' DIA. SLEEVE, <br />ATrTO <br />ClLL�FM PLLL <br />PARTITIONS SUPPORTING <br />DO NOT CUT <br />Ran <br />14' 0117UWLL <br />WALL HUNG PLUMBING <br />REBAR <br />"'a"'L <br />SEALANT 4 <br />MACI=t <br />FIXTURES AND WALL <br />PIPE <br />euTumea�,w• <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHEN <br />BOND BEAM <br />O NOT CUT <br />lPw xsve row srw <br />��� <br />SPACED NOT MORE <br />SOLID GROUT <br />THE BOND <br />cm <br />oatv.et@L <br />TRAM afthOp Te <br />SECURE BT. <br />BTUUDS 024• <br />THAN 16' O.C. OR, NOT <br />W/ CI)- e5 <br />BEAM <br />eiom are <br />UIOW �roFM <br />W/ TO <br />ASONR <br />O� <br />LESS THAN 2x6, WHERE <br />(2) COURSE <br />__ <br />BARS <br />� °ALAIC T� <br />o ooae <br />NAIL • 32' 0 <br />SPACED NOT MORE <br />`. ' <br />s°geTpec m woCOME <br />rn <br />cyne <br />ones <br />MAX <br />THAN 24' O.C. <br />�� <br />IV A°�Te <br />APPROVAL POOL <br />FIN. FI.R <br />2A PIPE <br />THROUGH BOND <br />BEAM <br />2B_ GAS LINE THRU BLACK <br />3 GARAGE DOOR <br />JAMBS <br />D1 SCALE: 11/2'-1'-0' <br />D1 SCALE, 3/4'=I'-O' <br />1 TYP. <br />INT. WALL NON—BRG. <br />D1 SCALE: 3/4'•I'-dV <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SMIL <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNLSECURED <br />PER FASTENER <br />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 />S/V GYPSUM & <br />OR 1/2' W*W <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-41 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24. O.C. <br />S' CMU <br />I/U' GYP. WL. ISO, <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 1105.11 <br />ROOF SWEAT WING <br />THICKNESS AS PER <br />SHEET SNI. <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 />112' THICC 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0• FIN. FLR j — _ �0'-0' FIN. FLR <br />4 <br />N W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />SLOTO LESS THAN <br />4 1—STORY HIP BLOCK WALL 4:1�2, AA (2)) LAYERS 2:2UNDERLAYMENT <br />1 SCALE, 3/4'.U'-0' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4.12 OR GREATER, (I) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE 11, ASTM D 4869 TYPE <br />IV, OR ASTM D 6151 <br />FIBERGLASS SHINGLES 2X4 SPF 24. OTC. MAX <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS <br />AS PER FBCR 905.11 • EA END <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRKiIT'S <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />9' <br />2x FASCIA PER MAX -PRE-EM WD. TRUSS <br />ELEVATIONS O r <br />PER ELEVATION <br />VENTED SOFFIT <br />WALL � CONT. 2x RAT RUN SECURED PER <br />THICKNESSeS AS AS PER <br />STRUCTURAL DETAILS ..// <br />SHEET SNL SECURE PER SEE ENERGY CODE FORMES FOR <br />FASTENER SCHEDULE INSULATION R-VALUES <br />ON SHEET SNI PER ELEVATION <br />PIE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2'1/ <br />HIGH STRENGTH CLG. BOARD <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />14' THICK 2 COATy� <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRO <br />a' CMU m <br />. a <br />• q <br />ti W/ WINDOW OPENING <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 />WITH UNDERLAYMENT <br />AS PER FBCR SMA. <br />ROOF SHEATHING <br />THICIOJF_SS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET ON]. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />0'-01 FIN. FLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'•I'-0' <br />w� <br />1441 N. RONALD RFAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />wwwabdesigngroup.com <br />AA A; 0003326 <br />r <br />s�S3k_� <br />O <br />BUDDiv. ac L+OT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #11 <br />11PROJECTip <br />04181.000-05111 <br />MODIMA <br />4EBB <br />"1828—CALL" <br />GARAGE 8111IWO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />DA 01/20/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />