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m v m w COLLAR TIE REQWVE IRED AND D ONLY AT 12'WDE AONLY IF TB-600 SHED UP TO 12`WIDE x UP TO 24' LONG CL NO LOFT JOIST 0PROVIOED. REFER TO THE TRUSS DESIGN FOR SUNDANCE SERIES sEiFFLAT IIdG3CREws� 12 LUMBER SIZE,PLATE SIZE,AND SPACED Q 24-D.C, I i TRUSS SPACING NOTES; 314`APA OR TECO 5 JOIST FOR OPTIONAL LOFT 1. BUILDING CODE,2500ISC AND 20D6 IRC RATED TBG 12 .UP TOB'WIDE=2x6 HF42 OR FLOOR DECKING 29 D 2 x W IB GA.STEEL JOISTS iQ24`O.C. 2. DESIGN LOADING: 2'x S'STEEL WINO SPEED S EXPOSURE:90C JOISTS®24`O C. ' O-1•TO t0'WIDE=bd HF#2 OR ROOF LIVE LOAD:40 PSF BOOS IJ7.OLi4 r OPIONAL LOFT 7 x G IS GA.STEEL JOISTS Q 24`O.C. ROOF DEAD LOAD:10 PSF ) ! I MID x 3WW PAN t .10.1"TO 12'WIDE■2x10 HF 112 OR 3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE HEAD Sr -TAPPING I TRUSS NAIL PLATES ARE: 2'x G IS GA STEEL JOISTS*24'O.0 REQUIREMENTS OF THE 20061BC AND 20tXi IRC SCREWS 12 PER TAB) N = EAGLE METAL PLATES ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD VETT HOLES @ 24'0.C. o QCCAESR-1082) DOUBLE TOP PLATES CONVENTIONAL CONSTRUCTION METHODS. a RAFTER MANUFACTURED BY NAILING: OPTIONALLEVEI.NG b TUFF-SHED ROOF: BLOCKS y WALL FRAMING TO BE 2x4 HF STUD ATTACH 7/16'OSB SHEATHING TO TRUSSES WITH: 2"x e'STEEL TRACK EACH GRADE OR BETTER�1B'QC. � ir. Sd NAILS @ 6 QC.ATEDGES END(SOOT12SQ54T W STEEL SHE BASE:SEE DETAIL 4 EARTH ANCHORS FOR THIS BUILDING Ild NAILS t2'O.C.IN FIELD U I ARE OPTIONAL.OF REQURLED BY WALLS. ly UP TO t2*0"WIDE YOUR LOCAL MUNICIPALITY, ATTACH SIS`SMARTSIOE TO WALL FRAMING WITH; ro dd NAILS 196.O.C.AT EDGES. ANCHORS ARE AVAILABLE F TUFF Sd NAILS @ 12`O.C.N FIELD H SHED.SEE SALESPERSON FOR HEADER: C) O BUILDING SECTION PRICNG. ATTACH HEADER TO STUD WITH: 1.STEEL SHED FOUNDATION: 1 t4-Sd TOENAIL OR 4•16d END NAIL DOUBLED HEADERASd 2'x 6'-16 GAUGE STEEL TRACKS 6140 ZINC COATED 14`STAGGERED FACE NAIL 2'x(NIS GAUGE STEEL JOISTS Gf49 ZINC COATED Q 24.0 C. DOUBLE TOP PLATE (SUPPL.IM ALLIED STUDCO(JOIST:W06137-0541 TRACK: 800T125-054)ICC ERi1143P. 2.314`APA OR TECO RATED TONGUE AND GROOVE FLOOR Ire PLYWOOD SPACER DOUBLECRIPPLE SND DECKING.24'MAX PANEL SPAN. STAGGER PANELLAYOUT- HEADERS3.FASTEN FLOOR BECKNG TO JOIST B TRACKS USING HEADERS FOR N8 x I-W MINIMUM LONG SELF-DRILLING SCREWS Q 12'0.r- OPENNGS UP To 3, CRIPPLES NO BLOCKING REQUIRED.ALL EDGES SHALL LLE ON FLOOR USE(7)2x4 HF#2 JOISTS,STAGGER PANEL LAYOUT PER APA OONOITION L 4.FASTEN SOLE PLATE 71-MUCH FLOOR DECKING INTO JOISTS 20 WINDOW BILL SIDE WALL DOORS NOT KING STUD OR TRACKS WITH N8x8'GALVANIZED 319LF-ORILLINO SCREWS AVAILABLE ON THIS MODEL Q 24'O.Q 5 ALLOWABLE FLOOR LAVE LOAD:ISPSF FOR STEEL JOISTS Twp CONTINUOUSLY SUPPORTED.50 PSF FORJOISTS ON BLOCKS FLOOR DECKING AS SHOWN. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL m BASE PLATE BUILOING: fr) KING STUD HEADERS FOR: 7TtIMMERSTUO SUGGESTED SIZES:2'xS'x IS',4'xs'x 16`,OR8'x8'K 16`, OPENINGS UP TO B-0' BLOCKS UNDER JOISTS SPACED W-0-D.C.MAXIMUM. m FOR WINDOW OPENINGS UP TO 3'-0` USEQ��W42 � IrrON SUNOAIvCE SERIES SIDE WALLS OPENIKGS S=1'TO S'-S' BLACKS UNDER TRACK SPACED Q 4'-0'O.C.MAXIMUM. Nr USE PI big HF 97 04 In WINFORLOAD BEARING WALLS FOR LOAD BEARINGW HEADER DETAIL DOOR HEADER AI ALLS O HEADER DETAIL FOR NOW SHED BASE DETAIL � LOAD BEARING WALLS g Order M. P,O.M 7NESE ORRMHOS AND IHE DRAWINGS BY: WILE !DRAWING No. EL TUFF SHED Casbmer: Dcs wo By:SJ o XWS"ED M THESE RTY TUFF SHED,INC. T86OD.01 ORA'AMBARE FORA BUILDING SECTIONS Storage Buildings&Garages Date: 01/D.1W1I 6LILDINGTOBE SUPPLED IN HOUSE DBAFTINO DEPARTMENT EN 7U FF SHED,INC. Silo Addrew C6ecbsd By AND BUILT BY TUrf SHED. 1777 S.HARILISOSHEDBASE DETAILS N STRELT REST.LEVEL 01 ANY OTHER USE IS OF.NVTR,COLORADO SM 10 HEADER FRAMING DETAILS SHEET FOIMODEX BY TUFF SHED Ulx9 Ze:xexr uax,.�cr�.t•rsn.rr.��' INC&THEENGdm OF p03)753TUFF NOTES-2004 ISO&IRC-90C Scab. N.T.S- R NIKrA'�«�� ue PAGE 1 OF 1 e res mam�wm am+x. ». m CV m 1 a--I m