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r <br />6 <br />2X4 TOP PLATE <br />PRE -FAD TRUSS <br />L4' CLG. BOAJ® <br />In' DRYWALL � Tv)r <br />SECURE BT. — <br />PLATE TO GLAD <br />W1 IDd MASONRY <br />NAIL • 32' OZ. <br />MAX <br />FM. FLR <br />2X4 WOOD <br />STUDS *24' <br />O:C. <br />GLAD <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AMC) WALL <br />4ETS SHALL BE NOT <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.G. <br />( 1TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE, 3/4*-1'-0' <br />AS PER FBCR . <br />ROOF SHEATHING <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 -® <br />TYP. <br />ELEVATIONS <br />O.H. <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 />5/8' GYPSUM BI <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />3"'OR5 <br />1/2' DRYWALL <br />3/8, TOP <br />CHANNEL (20 <br />GA) <br />1/2' DRYWALL <br />3 5/6' OR 5 3/6' METAL STUDS <br />24' O.G 20 GA METAL TO Bc <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5M' OR 5 <br />CABINETS AND TUB/SHOUER 28 <br />". BOTTOM <br />GA METAL TO DC NBTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS, STUDS <br />GA) SECLIRED <br />fv <br />TO BE SPACED 16' O.C. AT 2ND <br />TO CONC. <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAF 4 TO <br />WALLS W/ TILE FINISH <br />WOOD F9.00R <br />W/ V4' WOOD <br />SCREW <br />—FINISH FLOOR <br />1-STORY TYP. INT. WALL <br />1A METAL STUDS (NON-BRG.) <br />D1 SCALE, 3/4'.I'-0' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />R-4.1 NWLATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24. O.C. <br />Ja, CMU <br />1/2, GYP. ILL. 50.- <br />W1DOD BASE — <br />0'-0' FIN. FLRl <br />d <br />9J - <br />n W/ WINDOW OPENING <br />n <br />FIBEW-WASS 814INGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SMI.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />BTRJCTURAL <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/ (I)- +5 <br />(2) COURSE <br />1/2' 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'GI'-0' <br />' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160S5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(:a11-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.i'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0406E TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WSJJ. <br />ROOF SHEATHING <br />THICIWE88 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 TRJW <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT—J-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR(L <br />8' cm <br />1. <br />MP M Lw <br />up. <br />=owl <br />PWe 'o".. eT�L oblal[ao ODOR <br />RS6 %,mlc AL TRACK I' ! mY OTHR1 <br />RY MAIP. aLroe <br />MDT@pp TO,� <br />TV.*= ale ace» <br />W rpko=T <br />APP00VAL Fta <br />/I�GAS LINE THRU BLOCK Di I r3GARAGE DOOR JAMBS <br />p1 SCALE: 11/2'-1'-0' <br />-2X4 SFF 24' O.C. MAX. — <br />SECURE W/ (2)12,0 NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRIG 4 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS — <br />STRI RUN 2x RAT SECURED PERJ <br />STRU/ <br />CTURAL DETAILS JJ <br />SEE ENERGY CODE FOR'16 FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR I/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />V2' GYP. ILL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90DA. <br />ROOF SHEATHING <br />THICKNESS 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 SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENGG. GABLE TRU56 <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.13 <br />_ . AND 160S5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />" NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />�1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SOALE, 3/4'.1'-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 D226 <br />TYPE 11 OR ASTM D4969 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA F: 0003325 <br />o <br />8USDIV. 8. LOT <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT* <br />04181.000-i6111 <br />MODEU <br />3EEB <br />"2260- ELSTON" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />60 MPH EXP. <br />