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IF <br />ppEEqq�FFLLR� 2X4 TOP PLATE <br />PLC <br />PRE-FAB TRUSS <br />1/2' CL.G. BOARD <br />1/2' DRYWALL 1 <br />SECURE ST. — <br />PLATE To SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />1 FIN. FLR <br />2x4 WOOD <br />STUDS •24. <br />or_ <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 16' O C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE. 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 5M.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />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 />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM . <br />SOLID GROUT <br />W/ (1)- B <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.1'-C' <br />5/8' GYPSUM 'ARI <br />OR 112' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />OH. <br />R-4.1 INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.G. <br />8' cm <br />1/2• GYP. U1-. BD.� <br />WOOD BASE — <br />0'-0• FIN. FLR _1 <br />a <br />. a <br />n W/ WINDOW OPENING <br />ei <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS 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 />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />r4__-�1—STORY HIP BLOCK WALL 4R112, Ag2)'L-AYER2UNDERLAYMENT <br />D1 SCALE: 3/4'.r-0' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 486S TYPE <br />Iv. OR ASTM D 6151 <br />eo � <br />rorto.s ue <br />28 GAS LINE THRU BLOCK <br />�cua rr— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. 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 SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE -ENS, GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />-I <br />A �, neAcx—___� - `* on myNe.» Go <br />6T ERJ! <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />_2X4 SPF 24' O.C. MAXI <br />SECURE UU/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGA <br />PER STRUCTURAL DETAILS <br />nx PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED PER;/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />.PER ELEVATION <br />5/S' GYPSUM BOARD OR 1/2' <br />HIGW STRENGTH CLG. BOARD <br />IR' THICK, 2 COATS/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'.0' FIN. FLR <br />d e <br />e cm <br />,a <br />n W/ WINDOW OPENING <br />H <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ux2 P.T. FURRING <br />STRIPS • 24' O.C. <br />IF2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <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 SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />l� <br />0'-0' FIN. FLR <br />L4' <br />B TYP. WALL SECTION <br />OPG <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'.I'-0' <br />A N C N I T E C T i <br />Gr Design <br />,. LONGWOOD, FL 32750 ._ <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 J <br />Ni <br />h <br />a <br />0 <br />a <br />V <br />yh <br />4 <br />eti <br />C <br />SU13DIV. a: LOT <br />SILVERADO <br />LOT #22 <br />BLK #14 <br />PROJECT# <br />03719.001-22141 <br />MODEL' <br />°2045—UNTANA" <br />GARAGE SWMG: <br />RIGHT <br />PAGE. <br />DETAILS <br />50 MPH <br />