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PER PLR.2X4 TOP PLATE <br />PRE-FAB TRIAS <br />1/2' CL& BOARD <br />V2' DRYWALL —t • r <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' = <br />MAX <br />FIN. FLR. <br />2X4 WOOD <br />STUDS *24' <br />O.C. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. 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'-0' <br />AS PER FBCR L <br />ROOF SSHEWEATTHINWIN G <br />THICKNESS AS PER <br />\ <br />SHEET SNI .SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />I _m <br />TMP' <br />ELEVATIONS <br />o)a. <br />VENTED SOFFIT <br />I I <br />i I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />3/9' GYP&M BI <br />OR V2' WhSW <br />STRENGTH CLG. <br />BOARD <br />35ro'OR5 <br />112' DRYWALL <br />"' TOP <br />CHANNEL (25 <br />GA.) <br />V2' DRYWALL <br />3 5/8' OR 5 3/8' METAL STUDS <br />24. OC. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />9 5/9, OR 5 <br />CABINETS AND TUB/6HOWER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />TO BE SPACED 16' O.C. AT 2ND <br />TO CONIC <br />FLOOR WALL$ ADJACENT TO <br />FLOOR UV 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />W/ 114' WOOD <br />SCREW <br />`--FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />pV SCALE. <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 a 24' OZ. <br />v CMU <br />V2' GYP. ILL. BD._ <br />WOOD BASE — <br />0'-0' FIN. FLR_ _AZHK <br />• . <br />a <br />v. <br />A . <br />4. <br />W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FRICR WDJU. <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 />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- +5 <br />(2) COURSE <br />112' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <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 />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.1.3 <br />AND 160TI5.1. <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(�4�)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'•I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D22fo <br />TYPE 11 OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <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-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 />0'-00' F� <br />8' CMU — <br />9' <br />1�r <br />r4 � �i <br />r• .•0"s <br />CHI <br />2B GAS LINE THRU BLOCK I (3� GARAGE DOOR JAMBS <br />`�•r' p1 SCALE: <br />-2X4 SPF 24' O.C. MAX. <br />SECURE WY (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGHTS <br />ZSTRUCTURAL DETAILS <br />-ENG WD. TRU88 <br />CONT. 2x RAT RUN SECURED PER - <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYP&.Pl BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 R48ULATION <br />WINDOW ATTACHMENT AS PER <br />MAMFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING- <br />BTRIPS 6 24' O.C. <br />V2' GYP. WI.. BD. <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <br />ROOF 814EATWMG <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 />8 4EET SNL SECURE PER <br />FASTENER SCHEDULE <br />CN SHEET OHL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Cm <br />• r _ _� 0'-0' FIN. FLR. <br />° <br />ti ° • • ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-i6 IN <br />° ACCORDANCE WITH FBCR 2020 <br />° 4 1TH EDITION, SECTION R301.19 <br />AND 160S5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />ke NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF RooF <br />D1 SCALE, 3/4.,1..V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774E078 <br />FAX: 407-774-4078 <br />vA W.abdealgngroup.com <br />AA 0: 0003325 <br />o <br />a <br />m <br />C <br />If <br />$ <br />o <br />b <br />SUDDIV. 1e LOT. <br />ABBOTT PARK <br />LOT #10 BLK #13 <br />PHASE:4B <br />PROJSCT#F <br />04181.04 -10 3 <br />MODEL' <br />3EEB <br />"2260-ELSTON" <br />GARAGIC a`111alJo: <br />RIGHT <br />PADS: <br />DETAILS <br />160 MPH EXP. C <br />2 <br />A AI <br />NO <br />Dw10/26/21 <br />8CALS: 1/4"=1'—O" <br />BIER ST <br />D1 <br />