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2X4 TOP PLATE <br />MR ELFt <br />PLAN <br />ARE-FAB TRUSS <br />I/I' CLG. BOARD <br />1/2' DRYWALL ---_ TOf <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Imd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN FLR. <br />2X4 WOOD <br />STUDS •24. <br />Or - <br />SLAB <br />• I wwV — <br />ITIONS SUPPORTING, <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />MTYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH LNDERLAYMENT <br />AS PER FEICR WS.I.L <br />ROOF SHEATHING <br />THICKNESS 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 />V-0. <br />TYP. <br />O.H. <br />5/S' GYPSUM BI <br />OR In' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' PIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•1'-0' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />---R-4.I INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />i— SPECIFICATIONS <br />r <br />REFERENCE <br />/ STRUCTURAL <br />ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />S" CMU <br />1/2' GYP. WL. BD= <br />WOOD BASE — <br />0'-0' FIN. FLR <br />n <br />n W/ WINDOW OPENING <br />N <br />FIBERGXLASB SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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 />_4, 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a - ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND Ifo095.1. <br />n 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 />4 SCALES 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.I.I.1 OF THE FBCR <br />2020 -ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />6M Ma! aAA LM <br />■ <br />2-B GAS LINE THRU BLACK <br />KALE, N'•I'■' <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 SRI <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 />9' <br />N' TNICIL 2 COAT - <br />rUNTLAfD GB'ENT <br />FLAST'ER APPL® <br />0"Ro LY TO <br />NA.■OPW <br />FASTENED TO <br />TRACK ERACKMI <br />Ulf PRODUCT <br />APPROVAL ona <br />C4PNM EEAD <br />■' OMI SEE <br />STRCPRAL FOR <br />RI.MPoRCEI'@Tf <br />2.6 P.T. UD <br />ATTADRD TO MLL <br />CELL A■ PER <br />APPROVAL FWQ <br />■EALANr . <br />BAO®¢ ROD <br />MATHER STRIP <br />a GARAGE DOOR JAMBS <br />D1 SCALE: I1/2'•1'-0' <br />—2X4 OPF 24' O.G. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUNET 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-4U INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />'REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05U1. <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-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />0'-0' FIN. FLR <br />S' CMU a' <br />" •. ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />4 'ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />NOTE. - <br />METHOD TO BE USED FOR THE <br />%sal —STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1--0- UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS ■4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM D4869 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: OW3325 <br />� <br />� <br />0 <br />%uyyF�� <br />qa <br />�WS� <br />y��t���1jj <br />po <br />Q <br />R <br />po <br />Q <br />U <br />po <br />Q <br />iLL <br />A OTT �I'A <br />LOT #13 <br />BLK #13 <br />PHASE #413 <br />PROJLCT# <br />04181.04B-13131 <br />MOIDZ ,: <br />E401 <br />"2828-ENSLEY' <br />GARAGE awns: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT <br />DATE: 02 07 22 <br />S C ALE: 1/4"= f — 0" <br />SHEET <br />D1 <br />