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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />PARTITIONS SUPPORTING <br />L12' DRYWALL <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE N01 <br />LESS THAN 2x4, WHERE <br />2x4 WOOD <br />SPACED NOT MORE <br />SECURE ST. <br />PLATE TO SLAB <br />STUDS *24' <br />THAN V O.C. OR, NOT <br />W1 Wd MASONRY <br />Oo. <br />LESS THAN 2x6, WHERE <br />NAIL • 32' OC <br />SPACED NOT MORE <br />MAX <br />THAN 24' O.C. <br />BLAB <br />Im FLR <br />(H)TYP. <br />INT. WALL (NON—BRG.) <br />D1 <br />SCALE: 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR IObJJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUBB <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. PLRIL <br />I'-0. <br />TYP. <br />O.H. <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 9 <br />(2) COURSE <br />Fj/a' GYPSUM IN <br />OR 1/2, HIGH <br />STRENGTH CL.G. <br />BOARD <br />5- DIA, SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />'�—R-4,1 INSULATION <br />WNDOW ATTACHMENT <br />V SPECIFICATIONS <br />PER MANUFACTURES <br />BPECIFICATIONB <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />a' cm <br />1/2' GYP. WL. W. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR IM.I.I. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT FOR LAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FIN. FLR <br />a Y <br />,a q. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />" " NO OPENING NOTE• <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />(:j�)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE' 3/4*-1'-0' SYSTEM IS 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 496S TYPE <br />IV, OR ASTM D 6151 <br />M"m a"LN <br />eo. <br />tfl�NGAS LINE THRU BLACK <br />D vr.FW <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905J.1. <br />ROOF SHEATHING <br />THICIOVESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />9' <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL BREATHING <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 />1/2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />ur ram 2 COAT - <br />FIORTLAFO Go." <br />RA~ AITLe37 <br />DII'mmy TO <br />MAeOWr <br />pm <br />calla w ov"o <br />r cm em <br />STIMAcri L FM <br />wta:owcm'�xr <br />an P.T. uD <br />ATTACN:D TO FILL <br />C&L AS Put <br />AFFwOVAL wao. <br />eeALAW . <br />eaom ue woo <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•I'-0' <br />FIBERGLASS SHNGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR 905.IJ. <br />• EA END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET *PER <br />PER <br />FASTENER SCHEDULE <br />71� <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS - MTL. DRIP EDGE <br />PRE_ENG WD, TRUSS 2x FASCIA PER <br />`X. ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL. DETAILS WALL SHEATHNG <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SWEET SNL SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS _ <br />FERENCE <br />STRUCTURAL <br />Ix2 P.T. PJRRNG <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. ' CMU <br />�— WOOD BASE <br />a' CMU e <br />a <br />. a 4. <br />H W/ WINDOW OPENING �_ TYP. WALL SECTION <br />V NO OPENING <br />s 1—STORY GABLE BLOCK WALL <br />21 SCALE: 3/4'•1'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407.774.8078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />OWN <br />A <br />I <br />I <br />IA <br />I_.O <br />UNDIV. ae BBOTT PARK <br />LOT ##29 <br />BLK ##11 <br />lCJUl cTfp <br />04181.000- 29111 <br />MODLIA <br />"AISLE" <br />2007 <br />GA %AGM SwIN'G: <br />RIGHT <br />PAGIC: <br />DETAILS <br />60 M E . <br />E <br />F-pummT 02/02/21 <br />OCA=1:1/4• = 1'-0" <br />aI'm= <br />D1 <br />