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2X4 TOP PLATE <br />Rn Y <br />PRE-FAS TRUSS <br />of CLG. BOARD <br />N' DRYWALL — — Tv)r <br />SECURE ST. — <br />PLATE TO 6LA15 <br />W/ 10d MASONRY <br />NAIL l 32' OZ. <br />MAX <br />m.-m. <br />FIN FLR <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />BLAB <br />UVV1C• .7IUVA 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 />THAN 24' O.G. <br />TYP. INT. WALL (NON—BRG.) <br />D1 WALE, 3/4'-l'-O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.LL <br />ROOF SHEATHING <br />TWIGWEGG 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 />I.-®• <br />TYR <br />O.N. <br />5/8' GYPSUM BI <br />OR 1/2, NIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />---R-4.1 INSULATION — <br />WNDOW ATTACHMENT <br />AS PER MANUFACTURES <br />r• SPECIFICATIONS <br />r <br />� REFERENCE <br />TURA <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />a' CMU <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR j _ <br />e <br />a <br />n W/ WINDOW OPENING <br />n <br />D' VIA $LnvE, <br />DO NOT CUT <br />REa.4R <br />OWND aEAM NOT CUT <br />SOLID GROUT rFE aCD <br />aEAM <br />(2) CC1E - KEB RRABS <br />PIPE THROUGH BOND BEAM <br />p RG4LE, ! W-r-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />8 4EET ON. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRM <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />V2' THICK. 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />All 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />e TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(j)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'"r-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 03M.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />AO GN& <br />U' F.0 11.RRM lox er w <br />raa <br />.• mr. � ra. <br />nm lYR <br />rPt\GAS LINE THRU BLOCK <br />p —.,— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL 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-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. 6EC IREO PER <br />STRUCTURAL DETAILS <br />1/2- THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />S' cm <br />1. <br />VP TYRO( 2 COAT - <br />POlILAND Co w <br />FLAWrOt AFReD <br />Dlle♦CTLY TO <br />MA60HPW <br />WOW JAPE PW eALV. SIM— <br />FIRODY <br />AfFlRDVAL le n BY rLar. <br />PA TRACK <br />TOM <br />ACK oTO <br />MALX TReAO01R <br />er PRODUCT <br />APPROVAL URUtG <br />Callen a[AD <br />v au RQ <br />lTRC11RAL POUR <br />It♦NlO1CleNT <br />2.6 P.T. go <br />ATTACND TO R.L <br />CLLL AS Foe <br />AFWWOVAL OEM <br />1eALANT e <br />aAnaR lRoo <br />_��GARAGE DOOR JAMBS <br />D1 SCALE: <br />—2X4 SPF 24' O.C. MAX. <br />SECURE W/ (2) I2d NAILS <br />/ EA END <br />2x BLOCKING BETUEEN TRU66ES <br />--PER STRUCTURAL DETAILS^ <br />STIFFDACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG WO. 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 />S/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RREFERENCE <br />STRUCTURAL <br />4x2 P.T. FURRING <br />STRIPS o 24' O.C. <br />1/2' GYP. WL. no. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICIOJESS AS PER <br />SHEET 8NI. <br />SECURED PER <br />FASTENER 6CHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNES6 AS PER <br />SHEET SNLSECURE 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 />t <br />0'-0' FIN. FLR <br />° ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.13 <br />AND 16035.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />1J NO OPENING <br />NOTE: <br />5 1—STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE, 3/4'•1'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.I.I.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D4&69 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />wwwAbdeWgngroup.com <br />AA •: 0003325 <br />o <br />0 <br />V <br />g <br />04 <br />aVDDty Ak MVIIIII <br />ABBOTT PARK <br />LOT #27 <br />BLK. #11 <br />PROJECT <br />04181.001-27111 <br />MODELe <br />3EEB <br />"2260-ELSTON" <br />GARAGE BTrWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH ER. C <br />Dnnrr 'I <br />A 4/06 21 <br />aCAL.E: 1/4"=1'-0" <br />B*rr. T <br />D1 <br />