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2X4 TOP PLATE <br />PRE-FAB TOW" <br />V2' CLG. DOARD <br />V2' DRT'WALL • F <br />2X4 WOOD <br />STUDS 024' <br />OC. <br />FRL PLR <br />MY I . .711IVW IrV <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR NOT <br />LESS THAN 2xb, WHERE <br />SPACED NOT MORE <br />THAN 24' OL. <br />(2)TYP. INT. WALL (NON-BRG.) <br />11 D1 SCALE, 3/4'.I'-& <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.1.1 <br />ON I}' O.SD. SHEAT14M6 <br />/a. GYPSUM eo <br />OR k CDX PLYWOOD <br />OR V2' HkGH <br />UR <br />SECURED PER <br />STRENGTH GLG <br />FASTENER SCHEDULE <br />BOARD <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />TYR <br />ELEVATIONS <br />OR <br />oN. <br />I R-4.1 INSULATION <br />VENTED SOFFIT <br />WINDOW ATTAC+P ENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR� <br />M2 P.T. FURRING - <br />STRIPS • 24. CC. <br />a, CMU <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />e' DIA. OLEEVE, <br />DO NOT CUT <br />IMPS <br />BOND DEAM NOT CUT <br />SOLID GROUT THE OCND <br />W(I)- % DENT <br />(2) CCLWM - IRDAR! <br />PIPE THROUGH BOND BEAM <br />N4•.I•. ' <br />FIBERGLASS SHINGLES <br />OVER "M FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.0 <br />ON I}' O.S.D. SHEATHING <br />OR i' CDX PLYWOOD <br />SECURED PER <br />FASTENER 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 />J 0'-01 FIN. FLR <br />Q. <br />n W/ WINDOW OPENING raLYP. WALL SECTION <br />`L NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />TO LESS THAN 4:12, A <br />5 1-STORY HIP BLOCK WALL 82)LAY ERIUNDERLAYMENT SYSTEM <br />SGaL¢, s/4•.r-o IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />b'151 <br />28 GAS LINE THRU BLOCK <br />e u, n•.r.r <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RS95.LI ON I'}' O.SA <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1.-0. <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />N'TWM2COAT - <br />PORRMD evve <br />PLAW10 AP"LIeD <br />Difte LY TO <br />MABOMW <br />Rm <br />TO <br />clm <br />waa <br />e' cm an <br />eTI mu"AL POR <br />I!N/OROD'ONT <br />2.0 P.T. e0 <br />ATTACMW TO PILL <br />ML Ae FM <br />APPROVAL RTIO. <br />GEALAW " <br />YLTaR ROD <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-fd' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS --� <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUBB <br />C0NT.'2x RAT RUN SECURED PER-�j <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J.PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACFMENT AS PER <br />MANIFACTUREB SPECIFICATIONS <br />b,2 P.T. PURRING - <br />STRIPS • 24. O.C. <br />L-2' THICK, 2 COATS-- 1/2, GYP. ILL. BD.- <br />PORTLAND CEMENT _ <br />PLASTER APPLIED WOOD BABE <br />DIRECTLY TO MASONRY <br />0'-0' FM. FLR,L <br />8' CYkI a <br />a. <br />• 'a <br />a <br />n <br />W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER -M FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON J' O.BD. <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP• MTL. DRIP EDGE <br />O.H. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <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 />CMU <br />0'-0'FIR FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />(1)1-STORY GABLE BLOCK WALL <br />.� SCALE, 3/4,0.0, <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngmup.com <br />AA M: 0003325 <br />0 <br />4 <br />�o <br />suawiv. a. LoT: <br />SILVERADO <br />LOT #15 <br />BLK. #7 <br />PllOJ)OQT/ <br />04 .00 -15 7 <br />MoDln4 <br />4ENB <br />"1751-NEUVILLE" <br />GARAGN sNINM <br />LEFT <br />PAOIQ: <br />DETAILS <br />150 MPH EXP. B <br />ROCAO A ANUCHAW <br />L AR NO 93723 J <br />Dp TM 3/11/19 <br />MAIM 1/4"=1'-O" <br />onmac T <br />D1 <br />