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2X4 TOP PLATE <br />I -LAN T <br />PRE -FAD TRUSS <br />VJ' CLG,. BOARD <br />SECURE DT. — <br />PLATE TO GLAD <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR. <br />2X4 WOOD <br />STUDS 024' <br />or_ <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />LETS SHALL BE NOI <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE, 3/4'-1'.& <br />AS PER FBCR 905.1.E <br />ROOF SHEATHING <br />THICINESB AS PER <br />\ <br />SHEET SM. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />I -m <br />TYP. <br />ELEVATIONS <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORiLAND <br />AA <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />A/S' GYPSUM CI <br />OR 1/2' NIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORTS <br />ATION R-VALUES <br />PENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />S' CT" AJ <br />1/2' GYP. WL. BD. - <br />WOOD EASE — <br />0'-0' FIN. FLRIL <br />a ° <br />m. <br />.a <br />4 <br />n W/ WINDOW OPENING <br />ti <br />V DIA SLEEVE. <br />DO HOT CUT <br />REBAR <br />FE <br />BOND BEAM HOT CUT <br />SOLID GROUT THE BOND <br />tw M6 ES BEAM <br />(2) COURSE - RESARS <br />PIPE THROUGH BOND BEAM <br />\'pv SCALE, 3/4'.I'-O• <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FECR 905U.1. <br />ROOF SHEATHING <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 />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />TYP. WALL SECTION <br />�' NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />(��)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE: 3/4'.I'-C' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER, (1) <br />LAYER UNDERLAYMENT 16 <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE 11, ASTM D 406S TYPE <br />IV, OR ASTM 0 6151 <br />VY THM 2 COAT - <br />POR&AND CSMSNT <br />MASTER APPL22D <br />Ommomy TO <br />MASOMW <br />AM NAL <br />CORER SHAD <br />S• OMI !!! <br />STIUCTWRAL M. <br />RIINORC@!R <br />2N6 P.T. UO <br />ATTACHES TO FILL <br />CELL AS PER <br />APPROVAL REG <br />lACKIR ROD <br />`I t PVO MJM H:n sr LNI 6ALV. S18'IL <br />Qy tRALK eRAOQ» <br />U2'STP.EL SO. wow <br />4# /O <br />WOW mbar PER <br />OD WAN GALV. eTE6+- q, <br />ATRP/AL IN& NRRr-*L TRACK B. <br />Br MAI/. <br />PASTEIRD TO ROOM <br />TRAM SRACCLTS <br />w roomICT <br />APPROVAL PICA. <br />LINE THRu BLocx 3 GARAGE DOOR JAMBS <br />cAs <br />SCALE: I I/1' • I'-(d' <br />FIBERGLASS SHINGLES 2X4 OFF 24' Or— MAX <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS <br />AS PER FBCR 905.1.1. • EA END <br />ROOF SHEATI4M 2x CLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />STIFFBAGK AT ALL UPRWTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />B' PRE-ENG WD.TRUSS 2x FASCIA PER MAJ <br />ELEVATIONS O <br />PER ELEVATION <br />VENTED SOFFIT IF/// <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER / <br />THICKNESS AS PER STRUCTURAL DETAILS J/ <br />SHEET 8N1. SECURE PER SEE ENERGY CODE FORMS FOR <br />FASTENER SCHEDULE INSULATION R-VALUES <br />ON SHEET SNI PER ELEVATION <br />If <br />PRE•ENG GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' <br />HICd4 STRENGTH CLG. BOARD <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK 2 COAT---U-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRL I <br />®' cmMU m <br />a <br />n W/ WINDOW OPENING <br />a <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUPACTURES SPECIFICATIONS <br />-REFERENCE <br />STRUCTURAL <br />-Ix2 P.T. FURRING <br />STRIPS a 24' O.C. <br />1/2' GYP. WL. CD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.1.1. <br />ROOF SHEATHING <br />THIC404E56 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 81,1I. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP 80REED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />0'-0' FIN. FLR <br />BWALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />1441 N.RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAK 407-7744078 <br />www.abdoeigngroup.com <br />AA S: 0003325 <br />9a <br />y <br />20 <br />a <br />L.J <br />atmDly at LOT: <br />ABBOTT PARK <br />LOT #8 <br />BLK #11 <br />PROJECT# <br />04181.000-08111 <br />MODELt <br />3EEB <br />"2260—ELSTON" <br />GARAGE awMG: <br />LEFT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />