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RECEiVE� <br /> � OCT 0 5 2016 <br /> ����� ���� CITY OF ORONO <br /> TR/TRD-700 SHED UP TO 12' X 24� #Bx3'FLATHEAD <br /> REFERTOTHETRUSSDESIGNFOR SUNDANCE SERIES SPACED�I24'O.C.EWS 1 <br /> OPTIONAL TRUSSES— LUMBER SIZE AND PLATE SIZE <br /> OVERHANG �24'O.C. 3/4'APA OR TECO � . <br /> UP TO 12" -COLLAR TIE REQUIRED ONLY AT NOTES: RATED T&G . . <br /> 12'WIDE SHEDS 1. BUILDING CODE:2006 IRC&IBC FLOOR DECKING ' <br /> 12 . <br /> 4� DOUBLE TOP PLATES 2 DESIGN LOADING: 2x6 STEEL . � . . • <br /> WIND SPEED&EXPOSURE:90C JOISTS(tl�24'O.C. � � . <br /> T TRUSS NAIL PLATES ARE: WA�L FRAMING TO BE 2 x 4 ROOF WE LOAD:40 PSF � � <br /> EAGLE METAL PLATES ROOF DEAD LOAD:10 PSF p���q.P� ; � � � � <br /> � HF STUD GRADE OR <br /> II F- QCBO#ER4420) gETTER Q 16"O.C.. HEAD SELF-TAPPING <br /> � RAFfER MANUFACTURED 3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE SCREWS(2 PER TAB) <br /> v W BY TUFF-SHED REQUIREMENTS OF THE 2006 IRC d IBC VENT HOLES 24'O.C. <br /> <q � = EARTH ANCHORS FOR THIS p,�L SHEDS CONSTRUCTED ACCORDING TO STANDARD � <br /> �' � � BUILDING ARE OPTIONAL. IF CONVENTfONAL CONSTRUCTION METH00.S. � <br /> REQUIRED BY YOUR LOCAL NAILING: OPTIONAL LEVELING <br /> 3 MUNICIPALITY,ANCHORS BLOCKS <br /> ARE AVAIL/1BLE AT TUFF ROOF: <br /> STEEL SHED BASE:SEE DETAIL 4 SHED. SEE SALESPERSON ATTACH 7/16'OS6 SHEATHING TO TRUSSES WITH: 2n6 STEEL TRACK EACH END <br /> FOR PRICING. ��LS Q 6:O.C.AT EDGES <br /> 6d NAILS�12'O.C.�N FIELD <br /> UP TO 12'WIDE � W��S: REMOVE 3/8'FROM TOP 8 ? <br /> tO � � ATTACH 3/8'SMARTSIDE TO WALL FRAMING WITH: BOTTOM OF 8'WEB. BEND ,� <br /> 6d NAILS�6'O.C.AT EDGES. S1/4°END TO FORM TAB <br /> � BUILDING SECTION H�R�LS�12"O.C.IN FIELD <br /> ��.�.i.e. qTfpCH HEADER TO STUD WfTH: 1_ STEEL SHED FOUNDATION: <br /> 48d TOENAIL OR 4-16d END NAIL DOUBLED HEADER-16d Q Z x 6 16-GAUGE STEEL TRACKS G190 ZINC COATED <br /> DOUBLE TOP PIATE DOUBLE TOP PLATE 16"STAGGERED FACE NAIL 2 x 6 16-GAUGE STEEL JOISTS G190 ZJNC COATED�24'O.C.. <br /> (SUPPLIER:ALLIED STUDCO(JOIST:BOOS162-054/TRACK: <br /> 600T125-054)ICBO ER�943P. <br /> 12'PLYWOOD SPACER 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR <br /> HEADERS FOR HEADERS FOR DECKING. 24'MAX PANEL SPAN. STAGGER PANEL LAYOUT. <br /> OPENINGS UP TO 3'-0' OPENINGS UP TO 4'-0' (2�2 x 4 HF#2 KING STUD CRIPPLE STUD 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING <br /> (2)2 x 4 HF#2 OPENINGS 4'-1'TO 8'-0"� E DETAIL q8 x 1-5/8'MINIMUM LONG SELF DRILLING SCREWS�12'O.C.. <br /> 2 x 4 WINDOW SILL NO BLOCKING RE�UIRED. ALL EDGES SHALL LIE ON FLOOR <br /> KING STUD JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION i. <br /> 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS <br /> �c4 TOP OR TRACKS WITH#8 x 3'GALV SELF DRILLING SCREWS�24' <br /> TRIMMERS <br /> TRIMMER P�-'0`TE O.C.. <br /> BASEPLATE -2x4 HF#2 FOR 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS <br /> FLOOR DECKING OPENINGS UP T06'-0" CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS <br /> BASEPLATE FLOOR DECKING _�q LVL FOR AS SHOWN. <br /> KING STUD OPENINGS UP TO 8'-0" 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL <br /> -Dc6 HF#2 FOR HEADERS FOR: TRIMMER STUD BUILDING: <br /> FOR WINDOW OPENINGS UP FOR OPENINGS UP TO 8'-0' OPENINGS UP TO 6'-0' OPENINGS UP TO 72'USE SUGGESTED SIZES:2'x 8"x 16", 4'x 8'x 16",OR 8'x 8'x 16'. <br /> TO 3'-0'ON SUNDANCE ON SUNDANCE SERIES -2x6 LVL FOR i2 2x4 HF#2 BLOCKS UNDER JOISTS SPACED�10'-0'O.C.MAXIMUM. <br /> SERIES SIDEWALLS SIDEWALLS OPENINGS UP TO 8'-0' V�ENINGS 73'TO 96'USE BLOCKS UNDER TRACK SPACED�5'-0"O.C.MAXIMUM. <br /> (2)2X6 HF#2 <br /> � F/OR�LOAD BEADR NG WALLS � F�ORLOAD BEARING WALLS O HEADER DETAIL FOR NON- O SHED BASE DETAIL <br /> LOAD BEARING WALLS <br /> T U F F 5 H E D Im#. P.o.# n+ese rnuwures iwo rHe �RAwiNGS av: n� DRAWING No. <br /> �ESIGN ARE TF1E PROPERTY TUFF SHED�INC. <br /> CUStOR1Cf: D!'dWf1By:SAH OFNFFSHED,INC.THESE 480-TRlfRD700-01 <br /> DR4WINGS ARE FOR A BUILDING SECTIONS r,c�o <br /> Storage Buildings&Garages oate: osn oA� BUILDING TD BE SUPPLIED Qv HousE nxnrTtrtG nEraitTMr,tvT �y.�Ev�� o� <br /> TUFF SHED,INC. Si18 Address: AND BUILT BY TUFF SHED. 1777 S.IIARRISON STREET �ED BASE DETAILS <br /> � -�wr m rr. Checked By. ANV OTHER USE IS DENVER,COLORADO 80210 SHEET <br /> 88B1HIGHWAY101 W FORBIDDEN BV TUFF SHED HEADER FRAMING DETAILS <br /> S�V/N'iE,MN 59]B Buildl $RO:v.vm-�mn �a�' INC 8 THE ENGINEER OF (303�753-TUFF <br /> �888)B16iUFF � TUFFSI�INC.ASBUIE9/�LLRE9PON9BIlfIVfOR GENERALNOTES <br /> gip�� � Scale: N.T.S. �cORo. "Ec°"Te"'°r"esE°"^"�"csn'nT'f SHEET 1 OF 1 <br /> ca�sraucnor�oF TME e�tur�rs sMo��cn�n <br />