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2X4 TOP PLATE <br />FLAN <br />PRE-FAB TRUSS <br />In' CLG. BOARD <br />1/2' DRYWALL --` T tr <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Wdd MASONRY <br />NAIL ♦ 32' O.G. <br />MAX <br />FIN. FLR. <br />2X4 WOOD <br />STUDS *24' <br />O.G. <br />SLAB <br />f7V I C: V I UVa 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 I6' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(2)TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SM. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRU86 <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'-m' FIN. FLR1 <br />1'-0• <br />TYP. <br />O.H. <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- "5 <br />(2) COURSE <br />5/8' GYPSUM BOARD <br />OR 1/2' W*W <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />zA PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />11 PER ELEVATION <br />R-4.1 INSULATION —� <br />I— /� SP WINDOW ATTACHMENT <br />�PER MANUFACTURES <br />r— BPEGIFICATIONB <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />B' CMU <br />1/2' GYP. WL. BD.� <br />WOOD BASE ------ <br />n W/ WINDOW OPENING <br />N <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />0'-C' FIN. FLR <br />a <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />(j:)1—ST0RY HIP BLOCK WALL 4R122,, A (2)-L-AVER UNDERLAYMENT <br />D1 SCALE: 3/4'.1'-V' 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 />I1, <br />- <br />' ♦ ♦i �♦ <br />Dig <br />i!� <br />♦ � � 47i1� I:�:�.�i!.TiT.�iT.Yi�';!iF=?O.I <br />- - - _ <br />YOaD sAM <br />WO= JAM Pew <br />CT OALV, eTea <br />Ar"N <br />APPwP/AL RefJ. Illy MAP. TRACK 6T OTHlM <br />er Man 0r 071, 1 <br />1 <br />►AOTRip TO nom <br />TRAM <br />O.RACHM!" <br />uv PRODUCT <br />APPwovAl. Wa <br />SINE THRU BLACK <br />3 GARAGE DOOR JAMBS <br />esa,w•.r-r <br />D1 SCALE: 11/2'.I'-0' <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. <br />WITH UNDEIRLAYMENT SECURE W/ (2) 12d NAILS <br />AS PER POOR Sft.I.l. • EA END <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />9' <br />2x FASCIA PER MAX PRE-ENG UID. TRUSS <br />ELEVATIONS O• <br />PER ELEVATION <br />VENTED SOFFIT If <br />WALL SHEATHING CONT. 2x RAT WAN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS <br />SHEET SNI, SECURE PER SEE ENERGY CODE FORMS FOR <br />FASTENER SCHEDULE INSULATION R-VALUES <br />ON SHEET SNI PER ELEVATION <br />PRE-EW% GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />WINDOW MANUFAC TTURES SSPECIHMENTF CATITIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />I/2' THICK, 2 COAT 1/1' GYP. WL. BD. <br />PORTLAND CEMENT WOOD BABE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRlL <br />8•cm <br />n`•. <br />m. <br />4 <br />n W/ WINDOW OPENING <br />A <br />FIBEIdsLASS SHNCLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SM. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <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 />}� 0'-0' FIN. FLR <br />a <br />TYP. WALL SECTION <br />NO OPENING <br />r5_11—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.I'-C' <br />MAR <br />A R C N I T L C T E <br />Gr all <br />41 N. RONALD REAGAN BL1 <br />LONGWOOD, FL32750 <br />PH: 407-774E078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />a <br />m <br />4 <br />eF <br />G <br />avaDiv Be L40 <br />SILVERADO <br />LOT #3 <br />BLK #15 <br />PROJECT* <br />03719,001-03151 <br />MODEL' <br />"2558-HAWTHORNE" <br />GARAGE DTrWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 EA B <br />Sl 2021 <br />PROF 3/01/21 <br />DATE: <br />BCAL,E:1/4"=1'-0" <br />SHEET <br />D1 00 <br />