2013-05-07 P & Z Packet - Laserfiche WebLink

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COLLAR TIE REQUIRED ONLY ATI2'WIDE AND ONLY IF TB -700 SHED 10'to 16' WIDE x UP TO 24' LONG NO LOFT JOIST IS PROVIDED. SIZE, P LATE TE SIZE, AND #8 x 3" FLAT HEAD 12 LUMBER SIZE, P REFER S FOR SUNDANCE SERIES SELF - TAPPING SCREWS N TRUSS SPACING NOTES: SPACED @ 24" O.C. 5 1. BUILDING CODE: 2006 IBC AND IRC 3/4 "APA OR TECO 12 JOIST FOR OPTIONAL LOFT RATED T &G 12' WIDE - 2" x 10" HF #2 OR 2" x 6" 16 GA 2. DESIGN LOADING: FLOOR DECKING 29 2" x 6" STEEL WIND SPEED & EXPOSURE: 90 C STEEL JOISTS @ 24" O.C. ROOF LIVE LOAD: 40 JOISTS @ 24" O.C. OPTIONAL LOFT -16' WIDE - 2" x 12" HF#2 OR 2" x 8" 16 GA ROOF DEAD LOAD: 10 (600S137 -054) ' STEEL JOISTS @ 24" O.C. BOTTOM CHORD LIVE LOAD: 40 #10 x 3/4" PAN BOTTOM CHORD DEAD LOAD. 10 HEAD SELF - TAPPING ' TRUSS NAIL PLATES ARE: FOR 3. SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE SCREWS (2 PER TAB) EAGLE METAL PLATES DOUBLE TOP PLATES VENT HOLES � REQUIREMENTS OF THE 2006 IBC AND IRC. @ 24" O.C. RAFTER MANUFACTURED x (ICC #ESR1082) ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD w BY WALL FRAMING TO BE 2" x 4" OPTIONAL LEVELING TUFF�SHED HF STUD GRADE OR CONVENTIONAL CONSTRUCTION METHODS. BLOCKS BETTER @ 16" O.C. NAILING: ROOF: 2" x 6" STEEL TRACK EACH O a 3 EARTH ANCHORS FOR THIS ATTACH 7/16" OSB SHEATHING TO TRUSSES WITH: END (600T125-054) BUILDING ARE OPTIONAL. IF 8d NAILS @ 6" O.C. AT EDGES STEEL SHED BASE: SEE DETAIL 4 REQUIRED BY YOUR LOCAL 8d NAILS @ 12" O.C. IN FIELD MUNICIPALITY, ANCHORS WALLS: ARE AVAILABLE AT TUFF ATTACH 3/8" SMARTSIDE TO WALL FRAMING WITH: tD I� 12' 16' -0" WIDE SHED. SEE SALESPERSON 8d NAILS @ 6" O.C. AT EDGES, FOR PRICING, 8d NAILS @ 12" O.C. IN FIELD 1. STEEL SHED FOUNDATION: O BUILDING SECTION HEADER: e� „ *s 2"x 6 "•16 GAUGE STEEL TRACKS G140 ZINC COATED ATTACH HEADER TO STUD WITH: 2"x 6' -16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. 4-8d TOENAIL OR 4 -16d END NAIL DOUBLED HEADER -16d @ (SUPPLIER: ALLIED STUDCO (JOIST: 600S137 -054 /TRACK: DOUBLE TOP PLATE DOUBLE TOP PLATE 16" STAGGERED FACE NAIL 600T125 -054) ICC ER -4943P. 1/2" PLYWOOD SPACER 112" PLYWOOD SPACER 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR CRIPPLES (IF REQ.) CRIPPLES (IF RED.) DOUBLE ATRIMMER LE STUD DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING HEADERS FOR HEADERS FOR PLATES #8 x 1.5/8" MINIMUM LONG SELF - DRILLING SCREWS @ 12" O.C. OPENINGS UP TO 3' -0" OPENINGS UP TO 4' -0" NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR (2) 2"x 4" HF #2 USE (2) 2"x 4" HF #2 CRIPPLES JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 2'x 4" WINDOW SILL OPENINGS 4' -1" TO 8' -0" 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS USE (2) 2" x 6" HF #2 OR TRACKS WITH #8 x 3" GALVANIZED SELF-DRILLING SCREWS NG STUD @ 24' O.C. EME TRIMMERS KING STUD 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS FLOOR DECKING TRIMMER CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS BASE PLATE BA AS SHOWN. SE PLATE 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL KING STUD FLOOR DECKING BUILDING: SUGGESTED SIZES: 2" x 8" x 18 ", 4" x 8" x 16 ", OR 8" x 8' x 16'. FOR WINDOW OPENINGS UP TO 3' -0" FOR OPENINGS UP TO 8' -0" ON HEADERS FOR BLOCKS UNDER JOISTS SPACED @ 10' -0" O.C. MAXIMUM. ON SUNDANCE SERIES SIDE WALLS SUNDANCE SERIES SIDE WALLS OPENINGS UP TO 6-0" USE (2) 2'x 4" HF #2 BLOCKS UNDER TRACK SPACED @ 5' -0" O.C. MAXIMUM. OPENINGS 6-1" TO 8' -0" USE (2) 2"x 6" HF #2 ® D LOAD BEAR NG WALLS O © R FOR LOAD BEARING A WALLS O LOAD BEAR FN NG WA NOW ® SHED BASE DETAIL TUFF SHED C us to mer: # P O # THESE DRAWINGS AND THE DRAWINGS BY: DESIGN ARE THE PROPERTY TITLE DRAWING NO. CUStOn Drawn By: PK OF TUFF SHED.INC THESE TUFF SHED, INC. Storage Buildings &Garages Date: 12/17109 DRAWINGS ARE FOR A 480- TB700 -01 Site Address: BUILDING TO BE SUPPLIED BUILDING SECTIONS IN HOUSE DRAFTING DEPARTMENT Checked By: TUFF SHED INC. AND BUILT BY TUFF SHED 1777 S. HARRISON STREET SHED BASE DETAILS REV. LEVEL 01 8887 HIGHWAY 101 W ANY OTHER USE IS FORBIDDEN BY TUFF SHED DENVER, COLORADO 80210 SHEET SAVAGE. T UFF Building Size:won . e «, „.„E w .,o F a Date: INe & THE ENGINEER OF (303) 753 -TUFF HEADER FRAMING DETAILS STORE reo Scale: N.T.S. RECORD. TUFF SHED WC.ASSUMESAU.REW0N61M FOR NOTES- 20061BC &IRC -90C THE CONTENT OF THESE URI1Wk1G3 NA T„E ) CONST QON OF nM: BUILDINGS SNOWN HEREIN, PAGE 1 OF 1 S/T s ICJ ` x - 4 7 ' LA) c. 11 s �o ��' H,-