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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />I/1• cU_G. BOARD <br />"r <br />PARTITIONS SUPPORTING <br />14' DRYWALL <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE N01 <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />SECURE <br />PLATE O � <br />STUDS 024' <br />THAN 16' O.C. OR NOT <br />UY Wd MASONRY <br />C.G. <br />LESS THAN 2x6, WHERE <br />NAIL • 32' Oc <br />SPACED NOT MORE <br />Max <br />THAN 24' O.G. <br />SLAB <br />FIN. F R <br />1 TYP. <br />INT. WALL NON—BRG. <br />D1 <br />SCALE, 3/4'.I'-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W1511. <br />ROOF SHEATHING. <br />THICKNESS, AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />BCHEDUL£ <br />BOND BEAM - <br />SOLID GROUT <br />W/ (0- s <br />(2) COURSE <br />OR 1/2' HIIGH <br />STRENCsTN CLG. <br />BOARD <br />B' 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'-0' <br />ENERGY CODE FORMS <br />.ATION R-VALLEB <br />RENCE STRUCTURAL <br />MTL DRIP EDGE — / / <br />J <br />I,-m, <br />PER ELEVATION <br />2x FASCIA PER <br />Typ <br />IF <br />ELEVATIONS <br />O.H. <br />VENTED SOFFIT <br />I R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />--r�:.rr— BPECPIGATIQ48 <br />1/1' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING— <br />BTRIPB 24' OjC. <br />8' cm <br />1/2' Gl'P. U - BD: <br />WOOD BASE — <br />POEWALAS6 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR WSJ <br />ROOF SHEATHING <br />THICOrE66 AS PER <br />SHEET ONL <br />SECURED PER <br />FASTENER 60EDULE <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 />ra MR OY W <br />m <br />28 GAS IUNE THRU BIDCK <br />ecrr s W.— <br />FIBERGLASS, SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR Sm6.I1 <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 BHEAT141NG <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER 80HEDUI-E <br />ON SHEET SNI <br />PRE-ENG GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Id' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />r" <br />+en <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'■P-0' <br />1-2X4 SPF 24' O,C. MAX.--, <br />SECURE WV (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILB— <br />OF STIFFDACK AT ALL U <br />PER STRUCTURAL DI <br />ev PRE-ENG U.D. TRUSS <br />CONT.'2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 3/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANFAGTURES SPECIFICATIONS <br />IREPERIENCE <br />STRUCTURAL <br />bQ P.T. BURRING <br />STRIPS • 24' O.C. <br />UV GYP. WL. BD. <br />WOOD BASE <br />AS PER FBCR 9m8.1.1, <br />ROOF SHEATHING <br />THICIQJE88 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 />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />cm <br />m'-w FIN. PLR m'-m' FIN. FLR m'-m' FIN. FLR i _ + a . } a . � 0'-0' FIN. FILM <br />• •• ROOF SHEATHING THICKNESS IS e' GMNJ a a. L <br />ENGINEERED PER AscEHICK 1-16 IN ROOF SHEATHING THICIQlESB 19 <br />R ASCE I -lib IN <br />.4ACCORDANCE WITH PBCR 2020 .a ACCORDANCEEWGINEERED �WIIT FBCR 2020 <br />7TH EDITION, SECTION R301.13 < -ITH EDITION, SECTION R301.13 <br />AND 160".1. AND 160BS.1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NO OPENING <br />NOTE- NOTE_ <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 6r,ALE, 3/4'.r-a UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4*-1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 90$.I.I.I OF THE FSCR WITH FBCR S"J.IJ OF THE FBCR <br />2020 "ITH EDITION IS 04 WHICH USES 2020 'ITH EDITION IS e4 WHICH $� <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 022 1 <br />TYPE II OR ASTM D486S TYPE III TYPE 11 OR ASTM 048611 TYPE 1 <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX:407-774�4078 <br />www.ebdeaigngroup.e m <br />AA Uk 0oo332s <br />g <br />Q <br />�s <br />p <br />N <br />O <br />f3plRoj=T# <br />tMDIV. As LOT:BBOTT PARK <br />LOT #25 <br />BLK #9 <br />04181.000-25091 <br />MODEL: <br />2554—E301— <br />"DARWIN" <br />GARAGE gIrING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EIR, C <br />