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2X4 TOP PLATE <br />PL-Ak -Y <br />PRE -FAD TRUGS <br />LG. BOARD IR• C <br />1/2'DRYWALL <br />SECURE DT. 2X4 WOOD <br />PLATE TO GLAD STUDS n4• <br />W/ 10d MASONRY OU:. <br />NAIL • 32' OZ. <br />Max <br />r-CONG. SLAB <br />FIDE FLR <br />NU I t: O I Uv.7 IN <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 W O.C. OR, NOT <br />LESS THAN 2x6, WHEN <br />SPACED NOT MORE <br />TWAPJ 7A' nr_ <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'.1'-& <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90SIL <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLANDJ-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRl <br />TYP. <br />OJ4. <br />9B' GYPSUM BI <br />OR 1/2, WIGH <br />STRENGTH CLG. <br />BOAR <br />5' DIA, 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'.I'-0' <br />SEE ENERGY CODE FORMS <br />N&AATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION — <br />WNDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />a, CMu <br />1/22 GYP. ILL. BD. - <br />WOOD BASE — <br />a <br />a <br />e 4. <br />n W/ WINDOW OPENING <br />es <br />FIBER3L4488 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.U. <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRP 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 />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION F5CR S05.1.1 - FOR <br />RDOF SLOPES 2.12 TO LESS THAN <br />4 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE, 3/a .r-®' SYSTEM 15 REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER, (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 486S TYPE <br />IV, OR ASTM D 6151 <br />�um <br />n su wowsow <br />28 GAS LINE THRU BLACK <br />rrs vr— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.E <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNLSECWiED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE• / <br />J/ 9' <br />2x FASCIA PER MA; <br />ELEVATIONS O} <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL 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 />�♦� � ♦ � � I <br />i�4000TiTi�4L�iO�i7i���� y <br />- <br />�♦� <br />�t <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-0' <br />.-2X4 SPF 24. OL. MAX---� <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKW. BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRIGW <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRI" — <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 />\ 5/8' GYPSUM BOAR OR V2' <br />Wr.W STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLR <br />•a <br />4 <br />n W/ WINDOW OPENING <br />ti <br />R-4.1 NSULATION <br />WINDOW ATTAC 41ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />dx2 P.T. FURRING <br />STRIPS • 24' OL. <br />1/2, GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.IJ. <br />ROOF SHEATHING <br />THICIOJESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER 6CHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION$ <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNL <br />PRE-ENGGABLE TRUSS <br />WEEP 60WED <br />2x P.T. SECURED PER <br />9TRUCTURAL DETAILS <br />CMU <br />0'-0' FIN. FLR <br />a <br />r.v <br />TYP. WALL SECTION <br />NO OPENING <br />Ml—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwAbdesigngroup.com <br />AA M: 0003325 <br />rY <br />r <br />a <br />LLL-) <br />BUBDV Ac ILOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK. #11 <br />PROJECT/ <br />04181.000-06111 <br />moDEL' <br />3EAB <br />"1504— ALLEX" <br />GARAGE BIFMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />