ac-2011-00316_0003-1.jpg ��
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PERMIT NO: 4 ADDRESS
PR SHED UP TO 12' WIDE x UP TO 24' LONG #8 x 3" FLAT HEAD
REFER TO THE TRUSS DESIGN FOR SELF - TAPPING SCREWS
LUMBER SIZE, PLATE SIZE, AND PREMIER SERIES SPACED @ 24" D.C. I
TRUSS SPACING 3/4" APA OR TECO
NOTES: RATED T &G
COLLAR TIE REQUIRED ONLY AT 1. BUILDING CODE: 2006 IBC & IRC FLOOR DECKING
jW 2 12' WIDE SHEDS EL
2" x 6" STEEL
DOUBLE TOP PLATES 2. DESIGN LOADING: JOISTS @ EL O.C.
WIND SPEED & EXPOSURE: 90 C
WALL FRAMING TO BE 2x4 ROOF LIVE LOAD: 30 PSF (600S137 -054) ! 1
TRUSS NAIL PLATES ARE: HF STUD GRADE OR ROOF DEAD LOAD: 10 PSF #10 x 3/4" PAN I
EAGLE METAL PLATES BETTER @ 16" O.C. HEAD SELF - TAPPING
3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE
(ICC #ESR -1082) SCREWS (2 PER TAB)
RAFTER MANUFACTURED EARTH ANCHORS FOR THIS REQUIREMENTS OF THE 2006 IBC & IRC. ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD VENT HOLES @ 24" O.C
BY TUFF -SHED BUILDING ARE OPTIONAL. IF
REQUIRED BY YOUR LOCAL CONVENTIONAL CONSTRUCTION METHODS. OPTIONAL LEVELING
3 MUNICIPALITY, ANCHORS NAILING: BLOCKS
ARE AVAILABLE AT TUFF ROOF: 2" x 6" STEEL TRACK EACH
STEEL SHED BASE: SEE DETAIL 4 SHED. SEE SALESPERSON ATTACH 7/16" OSB WITH FOIL BACKER SHEATHING TO END (6007125 -054)
FOR PRICING. TRUSSES WITH:
UP TO 12' - 0" WI DE 8d NAILS @ 6" O.C. AT EDGES
tO A C � 8d NAILS @ 12" O.C. IN FIELD
WALLS:
BUILDING SECTION 1 CII?r► ATTACH 7116" SMARTSIDE WITH FOIL BACKER TO WALL
`�M8 ING WITH:
NAILS @ 6" O.C. AT EDGES. 1. STEEL SHED FOUNDATION:
as Ptit m jrd 8d NAILS @ 12" O.C. IN FIELD 2" x 6 " -16 GAUGE STEEL TRACKS G140 ZINC COATED
DOUBLE TOP PLATE DOUBLE TOP PLATE HEADER: 2" x 6"-16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C.
�i ATTACH HEADER TO STUD WITH: (SUPPLIER: ALLIED STUCCO (JOIST: 600S137 -054 / TRACK:
4-13d TOENAIL OR 4 -16d END NAIL DOUBLED HEADER -16d @ 6007125 -054) ICC ER- 4943P.
1/2" PLYWOOD SPACER 16" STAGGERED FACE NAIL 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
HEADERS FOR HEADERS FOR DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
OPENINGS UP TO T -0" OPENINGS UP TO 4' -0" 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING
USE (2) 2x4 HF #2 (2) 2x4 HF #2 98 x 1 -5/8" MINIMUM LONG SELF- DRILLING SCREWS @ 12" O.C.
bOPENINGS 4' -1" TO 8' -0"
2x4 WINDOW SILL SEE DETAIL NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
CRIPPLE STUD JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
KING STUD KING STUD 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
2x4 TOP PLATE OR TRACKS WITH #8 x 3" GALVANIZED SELF - DRILLING SCREWS
TRIMMERS TRIMMER @ 24" O.C.
BASE PLATE 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
FLOOR DECKING OPENINGS 4' -1" TO 6' -0" CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
BASE PLATE FLOOR DECKING USE (2) 2x4 HF #2 AS SHOWN.
KING STUD OPENINGS 6' -1" TO 8' -D" 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
USE (2) 2x4 LVL BUILDING:
FOR WINDOW OPENINGS UP FOR OPENINGS UP TO V -0" OPENINGS 4' -1" TO 6' -0" SUGGESTED SIZES: 2" x 8" x 16 ", 4" x 8" x 16 ", OR 8"x 8" x 16 ".
TO T -0" ON PREMIER SERIES ON PREMIER SERIES SIDE USE (1) 2x6 HF #2 TRIMMER STUD DOUBLE 2x4 HEADER BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
SIDE WALLS WALLS OPENINGS 6'-1" TO 8' -0" BLOCKS UNDER TRACK SPACED @ 4' -0" O.C. MAXIMUM.
USE (1) 2x6 LVL FOR OPENINGS UP TO 8' -0" WIDE
WINDOW HEADER DETAIL DOOR HEADER DETAIL HEADER DETAIL FOR NON ® SHED BASE DETAIL
FOR LOAD BEARING WALLS 26 FOR LOAD BEARING WALLS O LOAD BEARING WALLS
E'. T,9.
Order # P.O. THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO.
TUFF SHED DESIGN ARE THE PROPERTY TUFF SHED INC. 090 -PR -01
C ustome r: DfaWf7 By PK BUILDING SECTIONS
OF TUFF SHED, INC. THESE
DRAWINGS A RE FORA •D
Storage Buildings &Garages Site Address: Date: 8/16/11 BUILDING TO BE SUPPLIED A P P R O SHED BASE DETAILS REV. LEVEL 01
AND BUILT BY TUFF SHED ED . HARRISON ST ET
TUFF SHED INC. Checked By: ANY OTHER USE IS �± 210 SHEET
7500L STREET FORBIDDEN BY TUFF SHED BUILDING .5 ( -TUFF HEADER FRAMING DETAILS
OMAHA. NE68127 Daie: Ze: �( J - f7
(BO0)957 - TUFF Buildin S(w19R,- TH- HUaHr-saaaacA INC INC &THE ENGINEER OED
L' TUkF SHED INO. ASSUMES ALL RESPON61 DTHEOft NOTES 20061BC &IRC -90C
STORE (0 Scale: N.T.S. RECORD. oTHE PAGE 1 OF 1
^. r CONSTRUCTION Of THE fiUILOINGS SHO N HEREIN. ! HIPS RES ULT OF AN INSPECTION
SHALL NOT BE CONSTRUED TO 13E A N rU:'_!
OF A VIOLATION OF T HE E PROVI FIRE DtEp T.
CODE OR OF OTHER OFtDII�9aE Ora :.:
JURISDICTION. I 1