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2X4 TOP PLATE <br />PRE-FAS TOM <br />1/2' CLG. BOARD <br />IR' DRYWALL --_ TOr <br />SECURE MIT. — <br />PLATE TO SLAD <br />W/ IOd MASONRY <br />NAIL • 32' O:C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS a24' <br />O.C. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />JETS SHALL BE N01 <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR NOT <br />THAN 2x(v, WHERE <br />ED NOT MORE <br />24' O.C. <br />]i)TYP. INT. WALL (NON—BRG.) <br />21 SCALE, 3/4'.r-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90811. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />FIRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER TTO�jP4' <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.L <br />4 <br />a <br />4 <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- O5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-0' <br />2 S/S' GYPSUM BOARD <br />OR I/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />If <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />8' cm <br />1,12' GYP. WL. SD.—� <br />i— WOOD SASE <br />W/ WINDOW OPENING <br />N <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.1.E <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 />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 160TI5.1. <br />�aLYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 022(o <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />IM IORON LMS <br />NO. <br />GAS LINE THRU BLACK <br />D7 an.. vr..Ar <br />FISERIGLASS, SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905J.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 />SWEET 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 />PORTLANO CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' cm <br />yr THRK 2 COAT - <br />PORTI.A2D CRorT <br />F4AOTM APM'10 <br />Ouicnr TO <br />MASONRY <br />To <br />w 4m eee <br />STRCiYRAI FOR <br />WINFORCm`B/T <br />US P.T. Imp <br />ATTxxv TO w <br />C■LL AS PW <br />APPROVAL PECL <br />W.&A lT A <br />SaaaR Rco <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />2X4 SPF 24' O.C. MAX <br />SECURE W/ (2) 12d NAIL <br />B� <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />STIFFDACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />9' AX PRE-ENG WD. TRUSS <br />PER ELEVATION <br />If <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />S/8' GYPSUM BOARD OR 112'�J <br />HIGH STRENGTH CLG. BOARD <br />R-4J INSULATION —� <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />ERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />1/2' GYP. ILL. SD. <br />i— WOOD SASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90S.IJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />814EET 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-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />0'-0' FIN. PLR. <br />a ° <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />° 4 ITH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />rs�l—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5,1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. ?R <br />i44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746079 <br />FAX: 407-7744078 <br />www,abdestgngroup.com <br />AA #: 0003325 <br />URI <br />8 <br />WON <br />N <br />UN <br />i <br />0 <br />x <br />L <br />ays Iv. ae IAo'I•: <br />A BOTT <br />PARK <br />LOT# 25 <br />BLK 11 <br />P]ROJECT�► <br />04181.000-25111 <br />MODELS <br />AISLE" <br />2007 <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 PH <br />2021 <br />DA= 04/08/21 <br />BCAIM:I/41 = 1'-0* <br />a*== <br />D1 <br />