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Trans ID: 181739 1
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LUMBER SPECIFICATIONS TRUSS SPAN 26'- 0.0" IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) _
LOAD DURATION INCREASE = 1.15 T 1= -3469 B 1= -3355 W 1= 98
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -2366 8 2= 3355 W 2= -1043
TOP CHORDS: T 3= 34 B 3= 3347 W 3= 373
2x 6 DF SS 1- 4 LOADING T 4= 0 B 4= 2301 W 4= -2420
BOTTOM CHORDS: LL( 25.0) +DL( 10.0) ON TOP CHORD = 35.0 PSF W 5= -233 -
2x 4 DF #2 1, 3- 4 DL ON BOTTOM CHORD = 10.0 PSF
2x 4 DF N16BTR 2 TOTAL LOAD = 45.0 PSF
WEBS: CANT @ 3'• 0.0°
2x 4 DF STAND 1. 5 LEFT = -708 RIGHT = 1023
INT. = 2030 @ 3'- 5.5"
TC LATERAL SUPPORT <= 12 "OC. UON.
BC LATERAL SUPPORT <= 12 'OC. UON. FIELD REPAIR TO CANTILEVER LEFT END 3' -0 '. BEARING AREA REQUIRED (SQ. IN)
INLET A 2x4 OF NO.2 WEDGE. INSURE TIGHT BRG @ 3'- 0.0" 1.06 DF / 1.64 HF / 1.56 SPF
FIT AND ATTACH 1/2" COX PLYWOOD OR OSB TO BRG @ 3'- 5.5" 3.04 DF / 4.69 HF / 4.47 SPF
EACH FACE WITH 10d NAILS STAGGERED AND BRG @ 26'- 0.0" 1.64 DF / 2.53 HF / 2.41 SPF
CLINCHED AT 2 "oc NET THROUGHOUT. Wind: 110 mph, h =15ft, TCDL= 6.O,BCDL =6.0, ASCE 7 -02,
�/. i \_/ -__ \_�\___/ Enclosed, Cat.2, Exp.B, MWFRS,
interior zone, load duration factor =1.33
d Max Calculated Uplift: Left = -708 Right = -96
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^ � INT. = -97 @ 3'- 5.5'
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Scale: 1/4" „$ PROp
JOB NAME: JOB -KG- 6613 - HORIZON FIRE REPAIR - A -MONO � \�� ,INF� S /Oy
WARNINGS: General Notes, unless otherwise noted: k/ 1
1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. Ct
2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at _ _ , . •
FILE NO.: 3216791 Warnings before construction commences. 2' - 0" o.c. and at 10' -0" o.c. respectively unless braced throughout their r / / /„✓„�.
3. 2x4 compression web bracing must be installed where shown r, length by continuous sheathing. L Y" r '�
4. All lateral force resisting elements such as temporary and permanent bracing, 3. 2x Im act bridging or lateral bracing re where shown + +
DATE: 1/11/2007 must be designed and provided by designer of complete structure. g' 4. Installation of truss is the responsibility of the respective contractor.
5. Design assumes trusses are to be used in a non - corrosive environment, (' 0 __J
CompuTrus assumes no responsibility for such bracing. and are for "dry condition" of use. T
5. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if 4 C) F E R U" . Qy
DES. BY: MJ fasteners are complete, and at no time should any loads greater than design necessary.
loads be applied to any component. 7. Design assumes adequate drainage is provided. l'�. P ¢X -
/� 5. CompuTrus has no control over and assumes no responsibility for the 8 Plates shall be located on both faces of truss, and placed so their center R. C
SEQ . 3223330 9. Digits s fabrication, handling, shipment and Installation of components. lines Cincidedcat size with joint a pla te te inr in in lines. 1 /!/ JO
i vaof lues ches. 1 / - -"
7. This Is furnished the limitations on truss designs set forth 10. For basic c C.B R.R. design 4 the CompuTrus Plate, indicated by the prefix EXPIRES 12/31 /07
by TPI In in HI B-91 or TPIIWTCA TCA In In B -03 copies copies of f will which will be furnished "C ", see I.C.B.D. R.R. 4211 1.
/ by CompuTrus upon request. 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the - _ ..
indicates (18) ndicates 18 ga. material is used. All others are 2b ga.
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