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2X4 TOP PLATE <br />P'RE-FAS TRUSS <br />GLG. MIOARD <br />1/2' DRYWALL _t Ttr <br />SECURE BT. —� 2X4 WOOD <br />PLATE TO SLAD \ STUDS ei4• <br />UY N'!d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />SLAM <br />NOTE: STUDS 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 16' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />FIN. PLR T � ' �i <br />_TYP. INT. WALL(NON-BRG.)INT. WALL(""NION-BRG.) <br />SCALE. 3/4'.I'-O' <br />FISEW.LASS SHINGLES <br />WITH UNDEF LAYMENT <br />AS PER POOR 905JJ. <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 PORTLANDJ-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />I'-m' <br />TYP. <br />OH. <br />5/8' GYPSUM Be <br />OR 1/2' WnH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (l)- e5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />s <br />PIPE THROUGH BOND BEAM <br />SCALE= 3/4'-I'-0' <br />ENEIXaY CODE FORMS <br />ATION R-VALUES <br />FENCE STRUCTURAL <br />ELEVATION <br />`—WIND INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />8' cm <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS OHNGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.11. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ONI. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IR' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a _ q 0'-0' FIN. FLR <br />a � <br />a <br />,a <br />4 <br />n W/ WINDOW OPENING ,^ TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR S05.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />('T-�1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />SCALE. 8/4'-1'-& 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 4869 TYPE <br />IV, OR ASTM D 6151 <br />WAPMOASLM <br />;ao. <br />DOOR <br />SY 0TNbRAWIlM <br />2B GAS LINE THRU BLACK e.•• •. w.r. I(T�GARAGE DOOR JAMBS <br />SCALE: 1 1/2' a 1' -O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905J.1. <br />ROOF SFEATHUVG <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 SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET ONI- <br />PRE-ENG.GABLE TRUSS - <br />WEEP SCREED- <br />2x P.T. SECURED PER - <br />STRUCTURAL DETAILS <br />1/2' THICK 2 COATJ/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR <br />1 —2X4 OFF 24' O.C. MAX .—� <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBAGC AT ALL L <br />PER STRUCTURAL DI <br />iev PRE-ENG LLD. TRUSS <br />C x RAT RUN SECURED PERJ/ <br />STRUCTFIIUCTURAL DETAILS J/ <br />SEE ENl!R3Y CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRM <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.IJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHUJG <br />THICKNESS AS PER <br />8NEET SNI. SECURE PER <br />FASTENER 8CHEDULE <br />ON 814EET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMUU <br />k 0-0' FIN. PLR. <br />a. <br />Ir CMU <br />.a <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />�1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL <br />SCALE. 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-714-6078 <br />FAX 407-7744078 <br />www.abdeNgngroup.com <br />AA N: 0003325 J <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813.888.2628 <br />FAX: 813586-2802 <br />BU13DIV k LOT: <br />SILVERADO <br />LOT #15 <br />BLK #14 <br />PROJECT* <br />03719.000-15141 <br />MODE1. <br />GARAGE EWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />a <br />8*M=T <br />D1 <br />