05-059 (2) Job Truss Truss Type Gh "y Vizentin/Newsome
14042962JF2REP2 2F12 Floor 7 1 0022
Referent bona
Universal Forest Products 7.430 s Jul 25 2013 M,Tek Industries Inc.Wed Jul 09 16.3456 2014 Pa e 1
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0-1-8
H, 1-5-1 1 1-5-1 2-6-0 1— 1-11.4 �
� 1-10-20 -8
Scale=1:33.
1.5x3
1.5x3 11 5x6= 3x4 11 4x8= 3x6 FP= 4x4= 1.5x3 11 1.5x3 I 1 4x6= 3x6= 1.5x3 11
1 2 3 4 5 6 7 8 9 10 11 12
21 22 1
j
20 19 18 17 16 15 14 13
5x6= 4x10= 4x10= 3x6 FP= 4x4= 4x4= 3x6= 3x6
6-5-14
I 2-3-14 3-2-10 10-11-10 11-11-8 14-1-12 17-9-2 19-11-12
2 3-14 0-10-1 7-9-0 0-11-14 2-2 4 3-7-6 2-2-10
The end blocks may be removed from both ends of the truss.
Carefully cut through lumber and plates. Remaining members
must be undamaged and plates fully imbedded.
Bearings at joints 13 and 20 may be in hangers.
No truss repair required.
Plate Offsets(X,Y) 15.0-1-6 Ed gel 16 0-1-8 Etl e
LOADING(pa') SPACING 2-0-0 CSI DEFL in (loc) 1/deft L,'d PLATES GRIP
TOLL 40.0 Plates Increase 1.00 TC 0.90 Vert(LL) -0.19 16-18 >899 480 MT20 1971144
TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.34 16-18 >506 240
BOLL 0.0 Rep Stress Inc' YES WB 0.74 Horz(TL) 0.01 14 n/a nia
BCDL 10.0 Code IBC2039/TP12007 (Matrix) Weght 78 lb FT=0%F,0%E
LUMBER BRACING
TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except end verticals.
SOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS (Ibls¢e) 20=629/0-3-6(min.0-1-8),13=-200/0-3-6(rem.-0-0-1),19=200610-5-8(req.-0-0-1),14=1179/0-5-8(req.-0-0-1)
Max Uplift 20=749(LC 5),13=275UC 5)
Max Grav 13=5(LC 4).19=2008(LC 2),14=1180(LC 3)
FORCES (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2_3=0/2377,34=0/2398,41-5=100210 5-6=-100210,6-7=100210,7-8=-1374/0,8-9=1374/ffi,9-10=-1374/0,10-11=01574
BOT CHORD 19-20=-1164/0,18-19=-408/0,17-18=D/1486.16-17=0/1486,15-16=0/1374,14-15=0/816,13-14=574/0
WEBS 11-14=-572/0,2-20=0/1405,2-19=156910,10-14=-1503/0,4-19=-2174/0,10-15=0!796,4-18=0/1498,7-18=-526/0,11-13=0/641,9-15=396/0
NOTES (9)
1)Unbalanced floor live loads have been considered for this design.
2)Attach ribbon block to truss with 3-10d nails applied to flat face.
3 WARNING:Required bearing size atjoint(s)13,19,14 greater than input bearing size.
4)Provide mechanical connection(by others)of truss to bearing plate capable of vnthetanding 1001b uplift at joint(s)except(jt=1b)20=749,13=275.
5)This truss Is designed in accordance with the 2009 International Building Cade section 2306.1 and referenced standard ANSVTPI 1.
6)"Semhrigid pitchbreales including heels"Member end fixity model was used in the analysis and design of this truss.
7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Dd(0.131"X 3")nails.Strongbacks to be attached to walls at their outer ends or restrained by other means.
8)CAUTION,Do not erect truss backwards.
9)This repair has been prepared based on information and use conditions supplied by client.Designer has made a good faith effort to outline damage and repair conditions as reported by client
When actual field conditions do not approximate those indicated on this drawing,client shall immediately inform the engineer and refrain from applying the repair,
LOAD CASE(S)Standard
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No 43029
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This truss is m be fnbricated per ANSI/I'PI yuality reyuirements.Plates shall be of sire and type shown and centered at joints unless otherwise noted.This design is based upon parameters shown,and is form individual
building component lobe installed and loaded vertically.Applicahility of design parameters and proper incroparation of component is responsibility of the Building Designer.Building Designer shall verity all design
mfnrmeuan on this sheet for conformance with condmons and reyuirements of the specitc buiid�ng and governing cedes and udinan res.
Bmld�ng Designer acecpls responsibility far d'e comecmess or accuracy of the design
information as it may relate to a specific building Ceruficatim is valid only when truss is fabricated by a UFPcompany.Bracing shown is for lateral support of wss members only and does not replace ucchon and
permanent bracing.Refer to Building Component Safety Infernwlion(BCSI)for general guidance regarding storage,delivery,erection and bracing available from SBCA and Truss Plate Instilu'e.
Job Truss Truss Type Oty Ply VlZentln/Newsome
14042962JF2-REP 2F03 Floor 4 1 0006
Universal Forest Products
Job Reference a tional
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0-1-8
1 1-6-14 2 3x4= 3 3x4 II
Scale:1.5"=1
6
w1 w1 4
N
5
See note 2 4
2 11
3 1/2" 24^
3x6=
1-0.4 1 3-7-12
1-0-4 2-7-8
Repair for 3 1/2" stubbed from the left end of the floor truss.
Cut and fit tight 2 new 2x4 SPF No.2 end verticals and attach 3/4" Plywood or
OSB (23/32" APA Rated Sheathing Exposure 1)as shown to each face of truss
with 10d (.131in, x 3in.) nails 4" oc in all members.
LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) 1/deft Ud PLATES GRIP
TOLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) 0.00 5 "" 480 MT20 197/144
TCOL 10.0 Lumber Increase 1.00 BC 0.22 Vert(TL) -0.07 4-5 >626 240
BCLL 0.) Rep Stress lncr YES WB 0.05 Hom(TL) 0.00 4 Pie N.BCDL 10.0 Code IBC2009/rP12007 (Matrix) Weight:161b FT=O%F,0%E
LUMBER BRACING
Top CHORD 2x4 SPF No.2(Bat) TOP CHORD Structural wood sheathing directly applied or 3-7-12 cc pur ins,except end verticals.
BOT CHORD 2x4 SPF No.2(Bat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(Bat)
REACTIONS jib/s¢e) 5=198/0-2-0,4=204/Mechanical
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (7)
1)Attach ribbon block to truss with 3-10d nails applied to Bat face.
2)Truss may be installed with 2"of bearing at joint 5
3)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
4)"Semi-rlgld pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails.Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
7)This repair has been prepared based on information and use conditions supplied by client.Designer has made a good faith effort to outline damage and repair condtions as reported by cliert.When actual field ccndftions do not approximate those
indicated on this drawing,client shall immediately inform the engineer and refrain from applying the repair.
LOAD CASE(S)Standard
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CIVIL
No 43029
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I his buss is to be fabricated per ANSIfrPI quality requirements.Plates shall be of sire and type shown and centered at joints unless otherwise noted.This design is based upon parameters shown,and is for an individual
building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Balding Designer.Building Designer shall verify all design
information on this sheet for conformance with conditions and requirements of the specific budding and governing codes and ordinances.Building Designer epts...psi.'bitty for the correctness or accuracy of the design
information as it may relate to a specific building Certification is valid only when truss is fabricated by a UFP company.Bracing shown is for lateral support f truss members only and does not replan erection and _
permanent bracing Refer to Budding Component Safety Information(BCSI)for gcuerat guidance regarding storage,delivery,a ection and bracing available from SBCA aad'I'russ Plate Institotc
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