HomeMy WebLinkAboutProject Information ® Lumber design Kies are,4j accordance with ANSI/TPI 1 section 6.3
These truss desgnrely on lumber values established by others.
MiTek® RECEP.-D QQ' i[g 7n17
RE: 504927-GEM-TAYLOR - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: GEM BLDRS Project Name: TAYLOR Model: Tampa,FL 33610 4115
Lot/Block: Subdivision:
Address: 1308 LONE DRIVE
City: FORT PIECE State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria& Design Loads(Individual'Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 170 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 81 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# I Truss Name Date
1 T12279420 1 A01 10/17/17 18 1 T12279437 1 CO2 10/17/17
12 1 T12279421 1 A02 1 10/17/17 1 19 1 T12279438 1 CO3 1 10/17/17 1
13 1 T12279422 1 A03 1 10/17/17 I20 1 T12279439 1 C04 1 10/17/17
14 1 T12279423 1 A04 1 10/17/17 1 21 1 T12279440 1 CJ 1 1 10/17/17 1
15 1 T12279424 1 A05 1 10/17/17 1 22 1 T12279441 1 CJ2 1 10/17/17 1
6 1 T12279425 1 B01 10/17/17 23 1 T12279442 1 CJ3 10/17/17
17 1 T12279426 1 B02 1 10/17/17 1 24 1 T12279443 1 CJ5 1 10/17/17 1
18 1 T12279427 1 B03 1 10/17/17 125 1 T12279444 1 CJ 11 1 10/17/17 1
19 1 T12279428 1 B04 1 10/17/17 126 1 T12279445 1 CJ 12 1 10/17/17
110 1 T12279429 1 B05 1 10/17/17127, 1 T12279446 1 CJ23 1 10/17/17
Ill T1 2279430 1 B06 1 10/17/17 128 1 T1 2279447 1 CJ31 1 10/17/17 1
112 T12279431 1 B07 1 10/17/17 129 1 T12279448 1 CJ32 1 10/17/17 1
113 1 T12279432 1 B08 1 10/17/17 130 1 T12279449 1 CJ35 1 10/17/17 1
114 1 T12279433 1 B09 1 10/17/17 1 31 1 T12279450 1 CJ51 1 10/17/17 1
15 1 T12279434 1 B10 10/17/17 32 1 T1 22794511 CJ55 10/17/17
116 1 T12279435 1 B11 1 10/17/17133 1 T12279452 1 DO 10/17/17
117 1 T12279436 1 C01 1 10/17/17 1 34 1 T12279453 1 D02 1 10/17/17
The truss drawing(s)referenced above have been prepared by
MiTek USA,Inc. under my direct supervision based on the parameters %`�
provided by Tibbetts Lumber Company-Palm Bay. .•'•• ••• •NS'�`'•9�i'���
Truss Design Engineer's Name: Albani, Thomas o 39380
My license renewal date for the state of Florida is February 28,2019.
-10
IMPORTANT NOTE: The seal on these truss component designs is a certification = -3 ' ' �►
: '. TATE OF :•1JJ Z.
that the engineer named is licensed in the jurisdiction(s)identified and that the �0
designs comply with ANSI/TPI 1. These designs are based upon parameters 10 .(�•• p:.�
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were J.
••
• O . Q• C->N
given to MiTek. Any project specific information included is for MiTek's customers ��� S'/ •' "•�� ��
file reference purpose only,and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380
should verify applicability of design parameters and properly incorporate these designs Mrrek USA,Inc.FL Cert 6634
into the overall building design per ANSI/TPI 1,Chapter 2. 69H Partast BI d,&1 pa FL33610
,&. J" O ctober 17,2017
Albani,Thomas 1 of 2
I
RE: 504927-GEM-TAYLOR -
Site Information:
Customer Info: GEM BLDRS Project Name: TAYLOR Model:
Lot/Block: Subdivision:
Address: 1308 LONE DRIVE
City: FORT PIECE State: FL
No. Seal# Truss Name Date No. Seal# Truss Name Date
35 1 T12279454 1 D03 10/17/17 178 IT122794971VO8 10/17/17
136 1 T12279455 1 D04 110/17/17 179 I T12279498 I V12 1 10/17/17
137 1 T12279456 1 D05 110/17/17 180 1 T12279499 1 V13 110/17/17
138 1 T12279457 1 D06 110/17/17 181 I T12279500 I V14 110/17/17
139 1 T12279458 1 D07 110/17/17
140 1 T12279459 1 D08 110/17/17
141 1 T12279460 I D09 110/17/17
142 1 T12279461 1 D10 110/17/17
143 1 T12279462 1 E01 1 10/17/17 1
144 1 T12279463 1 E02 110/17/17
145 1 T1 2279464 1 E03 110/17/17
146 I T12279465 J EJ3 110/17/17
147 I T12279466 J EJ5 110/17/17
148 I T12279467 J EJ7 110/17/17
149 I T12279468 J EJ23 110/17/17
150 I T12279469 I EJ71 110/17/17
151 I T12279470 J EJ73 110/17/17
152 I T12279471 J EJ74 110/17/17
153 I T12279472 J EJ75 1 10/17/17 1
154 1 T12279473 I GO 110/17/17
155 1 T12279474 1 G02 1 10/17/17 1
156 1 T12279475 1 G03 1 10/17/17 1
157 1 T12279476 I HJ2 110/17/17
158 1 T12279477 1 HJ3 110/17/17
159 1 T12279478 1 HJ5 110/17/17
160 1 T12279479 1 HJ32 110/17/17 .
161 1 T12279480 I HJ71 110/17/17
162 T12279481 1 HJ75 110/17/17
163 T12279482 1 KO 110/17/17
64 T12279483 I K02 10/17/17
65 1 T12279484 I K03 110/17/17
166 1 T12279485 1 K04 110/17/17
167 1 T12279486 1 K05 110/17/17
168 1 T12279487 1 K06 .110/17/17
169 1 T12279488 1 K07 110/17/17
170 I T12279489 I L01 110/17/17
171 I T12279490 1 V01 110/17/17
172 1 T12279491 I V02 110/17/17
173 1 T12279492 I V03 110/17/17
174 1 T1 2279493 1 VO4 I10/17/17�
175 IT122794941V05 110/17/17�
176 1 T12279495 1 V06 110/17/17
177 I T12279496 I V07 110/17/17
2of2
Job Truss Truss Type Qty PIY
-- T12279420
504927-GEM-TAYLOR A01 Scissor 5 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:21 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-srJKNQOAr7Qg5YmE4SQ_DbiE_6YeMuFHmUNCIgySid8
-2-0-0 1-6-0 7-2-3 13-2-0 19-0-8 21-6-B 24-0-8 31-0-12 35-10-5 43-1-0 45-1-0
1-6 5-11-13 5-10-6 2-6-0 2-6-0 7-0-4 4-9-76 7.2-11 2-0-0
Scale=1:91.5
8x12 MT20HS=
6.00 F12
6x6 i 7 6x6
g 8
8x12 MT20HS i 34
� Bx12 MT20HS
5 9
3x6 i 5x10 4
4 16 10
17 t5 m
2x4 11 8x12 MT20HS= 1
3 32 18 3x6% 3x6 z� 14 35 u'
2x4 11
2x4 II 3x6% m
1 1
19 8xl2 MT20HS= 4x6 II 1
,
Q 20 6x14 MT20HS 3.00 Fi2 Gx6
12 o
4x6 2x4 I
46= 2x4 I
2x4 II
10x12 MT20HS
1-&0
1 7-2-3 13-2-0 19-08 21.11.8 24-0-8 31-0-12 %-145 -10 43-1-0
0.1 0 -11-13 5-10-8 2-11-0 2-1-0 7-0d 4-9-10 11-1 E3-0
080
Plate Offsets(X Y)— [1'0-2-2 0-1-0] [2:0-2-0 0-2-4] [6:0-3-0 0-4-4] [8:0-3-0 0-4-4] [11:0-6-11 0-2-4] [11:1-0-14 0-0-7] [12:0-2-2 0-1-0],[16:0-6-0,0-3-10],[20:0-5-4,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.29 17-18 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.81 17-18 >518 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) -0.51 13 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(LL) 0.82 17-18 >512 240 Weight:268 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except` TOP CHORD Structural wood sheathing directly applied.
5-7:2x6 SP No.2,7-9:2x6 SP DSS BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31"Except` WEBS 1 Row at midpt 3-19,7-16,10-14,9-15
2-20,19-20:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.2"Except' be installed during truss erection,in accordance with Stabilizer
3-20:2x6 SP No.2,3-19:2x4 SP M 31 Installation guide.
OTHERS 2x4 SP No.2
WEDGE
Right:2x4 SP No.3
REACTIONS. (lb/size) 20=2248/0-8-0,13=3271/0-8-0,11=-181/0-8-0
Max Horz 20=-616(LC 10)
Max Uplift 20—1465(LC 12),13=-1870(LC 12),11=614(LC 10)
Max Grav 20=2261(LC 17),13=3271(LC 1)
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=338/192,3-4=-5360/5289,4-5=5799/6252,5-6=-5278/6325,6-7=-4571/5590,
7-8=-4867/5958,8-9=-4953/6098,9-1 0=2982/3604,10-11=-1587/2407
BOT CHORD 2-20=-224/383,19-20=-859/1502,18-19=-4402/5335,17-18=-5090/5667,
16-17=4969/5123,15-16=4840/4726,14-15=-2842/2804,13-14=-2044/1955,
11-13=2051/1798
WEBS 3-20=-2279/2469,3-19=5632/5561,4-19=602/805,4-18=736/538,5-18=53/309,
7-16=-4207/3336,8-16=-465/741,9-14=-1513/1761,10-14=4372/4571,
10-13=-3068/3214,6-1 7=-1 701440,5-17=-557/369,6-1.6=-1162/1493,8-15=-715/913,
9-15=-1996/1935
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=43ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-4 to 2-4-8,Interior(1)2-4-8 to 21-6-8,Exterior(2)21-6-8
to 25-10-3 zone;cantilever left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members.
6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1465 lb uplift at joint 20,1870 lb uplift at
joint 13 and 614 lb uplift at joint 11.
Coptinued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
•T12279420
504927-GEM-TAYLOR A01 Scissor 5 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:21 2017 Page 3
ID:AogSCfVR90VAJacBhtW RmrztOXU-srJKNQOAr7Qg5YmE4SQ_DblE_6YeMuFHmUNCIgySid8
LOAD CASE(S) Standard
Uniform Loads(pit)
Vert:1-2=83,2-6=51,6-7=75(F=24),7-8=75(F=24),8-11=51,11-12=83,20-26=34,16-20-10,13-16=-10,13-29=34
Harz:1-2=93,2-7=-61,7-11=61,11-12=93,13-29=44
Concentrated Loads(lb)
Vert:8=526(F)6=526(F)
13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=50,2-6=18,6-7=9(F=-9),7-8=9(F=-9),8-11=18,11-12=50,20-26=-10,16-20=-10,13-16=-10,13-29=34
Horz:1-2=-60,2-7=-28,7-11=28,11-12=60,13-29=44
Concentrated Loads(lb)
Vert:8=321(F)6=321(F)
14)Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-2=-10,2-6=-22,6-7=-133(F=112),7-8=-133(F=-112),8-11=-22,11-12=-10,20-26=24,16-20=-20,13-16=-20,13-29=24
Horz:1-210,2-7=2,7-11=2,11-12=10,13-29=44
Concentrated Loads(lb)
Vert:8=-322(F)6=-322(F)
15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=-10,2-6=22,6-7=-133(F=-112),7-8=-133(1`=-112),8-11=-22,11-12=-10,20-26=-20,16-20=-20,13-16=20,13-29=24
Horz:1-2=10,2-7=2,7-11=-2,11-12=10,13-29=44
Concentrated Loads(lb)
Vert:8=322(F)6=-322(F)
16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90
Uniform Loads(pit)
Vert:1-6=20,6-7=120(F=-100),7-8=120(F=-100),8-12=20,20-26=-20,16-20-20,16-29=-20
Concentrated Loads(lb)
Vert:8=-250(F)6=-250(F)
17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=-61,2-6=-69,6-7=-219(F=-149),7-8=-183(F=-149),8-11=-34,11-12=-25,20-26=13,16-20=-20,13-16=-20,13-29=13
Horz:1-2=11,2-7=19,7-11=16,11-12=25,13-29=33
Concentrated Loads(lb)
Vert:8=558(F)6=558(F)
18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=-25,2-6=-34,6-7=-183(F=149),7-8=-219(F=-149),8-11=69,11-12=61,20-26=-20,16-20=-20,13-16=-20,13-29=13
Horz:1-2=-25,2-7=16,7-11=-19,11-12=-11,13-29=33
Concentrated Loads(lb)
Vert:8=-558(F)6=558(F)
19) Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=-43,2-6=51,6-7=-190(F=139),7-8=190(F=-139),8-11=-51,11-12=43,20-26=13,16-20=-20,13-16=-20,13-29=13
Horz:1-2=-7,2-7=1,7-11=1,11-12=7,13-29=33
Concentrated Loads(lb)
Vert:8-492(F)6=-492(F)
20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-2=-43,2-6=-51,6-7=-190(F=-139),7-8=-190(F=-139),8-11=51,11-12=-43,20-26=-20,16-20=20,13-16=20,
13-29=13
Horz:1-2=-7,2-7=1,7-11=-1,11-12=7,13-29=33
Concentrated Loads(lb)
Vert:8=-492(F)6=-492(F)
21)1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 .
Uniform Loads(plf)
Vert:1-6=-60,6-7=-200(F=-140),7-8=-160(F=-140),8-12=-20,20-26=20,16-20-20,16-29=-20
Concentrated Loads(lb)
Vert:8=-500(F)6=-500(F)
22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-6=-20,6-7=-160(F=-140),7-8=-200(F=-140),8-12=60,20-26-20,16-20=20,16-29=-20
Concentrated Loads(lb)
Vert:8=-500(F)6=500(F)
23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-6=-50,6-7=180(F=-130),7-8=150(F=-130),8-12=20,20-26=-20,16-20=20,16-29=-20
Concentrated Loads(lb)
Vert:8=-438(F)6=438(F)
24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-6=-20,6-7=150(F=-130),7-8=-180(F=-130),8-12=-50,20-26=-20,16-20=20,16-29=20
Concentrated Loads(lb)
Vert:8=-438(F)6=-438(F)
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design Is Iced only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is 10 prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the -
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T12279421
504927-GEM-TAYLOR A02 Hip 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:23 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-pEQ4o6QRNIgYKswcBtSSIOgdzvBxgqFaEosJpZySid6
-2-0-0 1-6-0 7-2-2 13-2-0 19-0-0 22-1-0 2-8 8 29-10-0 3-6 4 31-3-0
2-0-05-11-14 5-10-0 3-1-0 -7- 7-1-80-8-46-6-12
Scale=1:76.2
5x6= 5x6=
3xs II
3x4 i 7 8
6.00 12 6 9
3x4 i 29 30 3x4
5 10
m
5x6 i 31 _o
4x6 o
4 1716 11
18 5x8= o
3x4 m
19 3x8% n ,g
2x4 11 3 28 cb
m
m 2x4 II 2 pp 5x6::73.00 F,2
1 0 11 21
21 1514 32 13 12
3x6= 3x4 4x8= 3x6 II
10x10 i
1-6-0 22-8.8
10 7-2-2 13-2-0 19-0-0 21-0-0 -1- 29-10-0 3 37-3-0
10- 5-8-2 5-11-14 6-10-0 2-0-0 1.1-0 7-1-8 6-6-72
0-8-0 0.7-8
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [4:0-3-0 0-3-0] [7:0-3-0 0-2-0] [8:0-3-0 0-2-0] [11:0-3-0 0-1-8] [16:0-2-12 0-3-4] [19:0-3-0,0-3-01,[21:0-3-4,0-7-121
LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.27 18-19 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.70 18-19 >606 240
BCLL 0.0 Rep Stress Incr YES WB 0.88 HOrz(fL) 0.48 12 n/a r11a
BCDL 10.0 Code FBC2014TrP12007 Matrix-AS Wind(LL) 0.41 18-19 >999 240 Weight:262lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.2 10-0-0 oc bracing:14-16
OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 3-20,13-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 21=1 677/0-8-0,12=1421/Mechanical
Max Horz 21=439(LC 11)
Max Uplift 21=-101 O(LC 12),12=-713(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=473/14,3-4=-3584/2022,4-5=-3571/2151,5-6=-2837/1824,6-7=-2525/1771,
7-8=-2247/1597,8-9=2875/2047,9-1O 2935/1855,10-11=-1 491/972,11-12=1361/955
BOT CHORD 2-21=0/482,20-21=-557/665,19-20=-1933/3533,18-19=-1869/3472,17-18=-1358/2725,
16-17=-1098/2431,9-16=-477/692
WEBS 3-20=-2263/3604,3-21=1640/1262,4-20=357/362,13-16—889/1508,10-16=534/1446,
11-13=-751/1340,5-18=-768/535,10-13=-1267/909,6-18=226/504,6-17=-756/633,
7-17=-775/1071,8-17=-367/137,8-16=-1240/1653
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-11-3 to 1-9-8,Interior(1)1-9-8 to 21-0-0,Exterior(2)21-0-0
to 22-1-0,Interior(1)27-4-3 to 37-1-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=1O.Opsf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1010 lb uplift at joint 21 and 713 lb uplift
at joint 12.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITek6 connectors;This design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
T12279422
504927-GEM-TAYLOR A03 Hip 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 152017 MiTek Industries,Inc. Mon Oct 16 22:04:24 2017 Pagel
I D:AogSCfVR90VAJacBhtW RmrztOXU-HO_TOSR382oPyOVplazhrENn4JV5Z19jSScsM?ySid5
1-6-0 7-2-2 13-2-0 19-0-0 22-6-8 24-1 0-6-q 3 -4 37-3-0
� 5-8-2 5-11-14 5-10-0 3-8-8 1-4-8 6-5-4 6-5-12
Scale=1:71.9
5x8=
5x6=
5 25 6
6.00 Fl2
3x4 26 4x4
4 24 7
7x8
5x6 13 27 CO
4x6
3 1
8
16 2x4 II
v
3x4
4x4 i 23 17 m
m
1 2 6x6% 3.00 12 C6
C0 18
0 4x4
19 1512 11 28 10 9
3x6 11
3x6=Sx6= 2x4 11 Sx8—
2x4 I
1-6-0 7-2-2 13-2-0 19 0-0 22-8-8 24-1-q 30-6-4 37-3-0
1 6 0 5-8-2 5-11-14 5-10-0 3-8-8 1-4-5 6-5-4 6-6-12
Plate Offsets(X Y)-- [1:0-2-8 0-1-8] [3:0-3-0 0-3-0] [5:0-5-8 0-2-4] [6:0-3-8 0-2-4] [8:0-3-0 0-1-8] [13:0-3-0 0-2-4] [17:0-3-0 Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.32 17 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.83 16-17 >533 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.60 9 n/a n/a
BCDL 10.0 Code FBC2014fFP12007 Matrix-AS Wind(LL) 0.49 17 >903 240 Weight:238lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-11,7-10,10-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1508/0-4-1,9=1473/Mechanical
Max Harz 1=-372(LC 10)
Max Uplift 1=-752(LC 12 9=-746 LC 12
Max G av 1=1531(LC 17),9=1473(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=2343/1543,2-3=-4388/2672,3-4—3933/2555,4-5=-3028/2086,5-6=3154/2188,
6-7=-3518/2287,7-8=-1546/1049,8-9=1410/1026
BOT CHORD 1-19=-1511/2274,18-19=1342/2103,17-18=-2538/4250,16-17=-2241/3765,
14-16=-1578/2873,13-14=-1568/2856
WEBS 2-19=721/631,2-18=-1232/2095,3-17—465/377,4-17=82/346,4-16=927/691,
5-16=-362/665,5-13=-407f784,6-13=-709/1298,7-13=-868/1889,7-10=-1507/1104,
8-10=-863/1384,10-131044/1674
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.opsf;BCDL=5.Opsf;h=15ft B=45ft;L=37ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-8-11,Interior(1)3-8-11 to 19-0-0,Exterior(2)19-0-0
to 24-1-0,interior(1)29-4-3 to 37-1-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6) Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 752 lb uplift at joint 1 and 746 lb uplift at
joint 9.
6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE '
Design valid for use only with MITek®connectors.,This design Is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
� I
4.-- k
Job Truss Truss Type Oty Ply
T12279423
504927-GEM-TAYLOR A04 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:25 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-IdYrpoShvMwGZA4?JIUwNRv_ojgPljyth6LPuSySid4
2-6-8 9-9-4 17-0-0 22-8-8 26-1-0 31-6-4 37-3-0
2-6-8 7-2-12 7-2-12 5-8-8 3-4-8 5-5-4 5-8-12
Scale=1:66.8
5x8= 2x4 11 6xB=
4 21 522 6
6.00 12
PO 23 3x4
3x4 5- 7
24 3
14 5x6 mo
1 Bx8— B co
U6= 7x8= 15 0
3x4% "�
1 m �
m
16 d,
6x6 3.00 12
19 18 17 1312 11 10 9
3x6 11 6x6= 7x8= 4x4= 3x6 11
2x4 I I 2x4 I I
1-6-0 -6- 9-9-4 17-0=0 22-8-8 26-1-o 31-6-4 37-3-0
1-6-0 -0- 7-2-12 7-2-12 5-8-8 3- 11 5-5-4 5-8-12
Plate Offsets(X Y)-- [2:0-5-4 Edge] [4.0-5-4 0-2-0] [6-0-6-4 0-2-4] [14:0-2-4 0-3-121 [16:0-3-0 Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.35 13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(fL) -0.88 14-15 >504 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.70 9 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Wind(LL) 0.52 13 >853 240 Weight:2381b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals.
2-4:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. Except:
BOT CHORD 2x4 SP No.2 10-0-0 oc bracing:12-14
WEBS 2x4 SP No.2 WEBS 1 Row at micipt 3-15,6-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 19=1483/Mechanical,9=1486/Mechanical
Max Horz 19=-294(LC 10)
Max Uplift 19=-740(LC 12),9=-751(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-19=-1438/904,1-2=-1462/899,2-3=4385/2720,3-4—3414/2203,4-5=4044/2670,
5-6=-4000/2649,6-7=-1606/1202,7-8=1467/980,8-9=-1431/1011
BOT CHORD 18-19=254/316,17-182065/3541,16-17=-2113/3544,15-16=-2520/4197,
14-15=-1763/3117,5-14=-271/271,10-11=-757/1253
WEBS 1-1 8=-1 226/1977,2-18=-2862/1650,2-17=0/291,2-16=392/645,3-15=-1059/743,
4-15=-231/571,4-14—713/1236,11-14=-1409/2582,6-14=-2177/3800,6-11=-2260/1260,
7-11=-82/257,7-10—543/465,8-10=-834/1380
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=151t;B=45ft;L=37ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-6-8,Intedor(1)2-6-8 to 17-0-0,Exterior(2)17-0-0
to 29-9-11,Interior(1)29-9-11 to 37-1-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 740 lb uplift at joint 19 and 751 lb uplift
at joint 9.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,Storage.delivery,erection and bracing of trusses and truss systems,seeANSVTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T12279424
504927-GEM-TAYLOR A05 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:26 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-Dp6DQBSJgg26BKeBs?O9wfS927Es1950wm5zQuySid3
2-5-0 4-6-8 9-9-4 15-0-0 18-10-4 22-8-8 25-4-12 28-1-0 32-6-4 37-3-0
2-5-0 2-1-8 5-2-12 5-2-12 3-10-4 3-10-4 2-8-4 2-8-4 4-5-4 4-8-12
Scale=1:67.3
5x8=
4x4= 2x4 11 7x8= 5x8= '
6.00 12 5 6 26 7 27 8 9
3x4 i P5 2S 3x410
4 29
1 2x4 II m
4x6= 2x4 II 5x10= 18 10x10— 11 0
1 2 19 4x4 o o r
m
4x4% m L6
20 Eh
m
4x4 o
23 22 21 3.00 12 �9
4x10 II 4x12= 7x8_
16 15 14 13 12
3x4 11
8x8= 4x4= 6x6
9-9-4 15-0-0 18-10-4 2 -8 25-4-12 28-1-0 37-3-0
2-5-0 3-1-0 4_ _4
5-2-12 3-10. 2-84 3-10-4 2-5-4 2-8 4 9-2-0
Plate Offsets(X Y)-- [5'0-6-0 0-2-8] [8:0-3-8 Edge] [9.0-6-0 0-2-8] [12:0-3-0 0-4-4] [17:0-3-0 0-5-0] [21:0-4-0 0-4-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.49 16 >902 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -1.23 16 >359 240
BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.75 12 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Wind(ILL) 0.73 16 >608 240 Weight:280lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x6 SP DSS'Except' BOT CHORD Rigid ceiling directly applied. Except:
7-15:2x4 SP No.2 10-0-0 oc bracing:15-17
WEBS 2x4 SP No.2*Except* WEBS 1 Row at midpt 14-17,8-14,10-12
8-17:2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 23=1483/Mechanical,12=1486/Mechanical
Max Horz 23=224(LC 10)
Max Uplift 23=-745(LC 12),12=-747(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-23=-1300/848,1-2=-2312/1448,2-3=2312/1448,3-4=4348/2772,4-5=-3706/2436,
5-6=4418/2945,6-7=-5920/3810,7-8=-5928/3815,8-9=1571/1251,9-10=-1622/1178
BOT CHORD 22-23=159/307,21-22=-2907/4563,20-21=-2523/4058,19-20=-2531/4065,
18-19=-2011/3366,17-18=-2685/4541,13-14=781/1392,12-13=-737/1128
WEBS 3-21=-1071/757,4-19=705/523,5-19=237/473,5-18=-903/1493,6-18=10701738,
6-17=-984/1707,14-17=-2045/3503,8-17=-3367/5722,8-14=-3786/2310,9-14=-432/585,
10-13=-85/465,10-12=-1654/1101,1-22=-1539/2474,3-22—2578/1653
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASIDE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-7,Interior(])3-10-7 to 15-0-0,Extedor(2)
15-0-0 to 31-9-11,Interior(])31-9-11 to 37-1-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 745 lb uplift at joint 23 and 747 lb uplift
at joint 12.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
�e
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITekO connectors;This design Is based only upon parameters shown,and Is for an Individual building component,not
a tnrss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall r
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avallable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
I
Job Truss Truss Type Qty Ply
T12279425
504927-GEM-TAYLOR B01 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:28 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-9CEzrgUZC H IgQdoa_Q2d?4XXQwvXVBeJ N3a4VnySid 1
24-0-8
-2-0-0 7-4-0 13-0-0 77-54 19-4-0 21-6-8 23-9-0 28-6-14 34.6-0 38-10-0 43-1-0 45-1-0
2-0-0 7-4-0 6-0-0 4-1-0 1-10-12 2-2.8 2-2-80- 8 4-6-6 5-11-2 4-4-0 4
Scale=1:86.0
5x6=
3x6 i 7 3x6
6.00 12
6 8
36 37 3x6
4x6 i 9
5
5x6 5x6
10
4 18 17 3x6
19 5x8= 11
3 35 3x8 3x6� 16 38 ur
0 Sx6 Zz 15
6x6 Z 12 r?
0 1 3.00 12 14 3
23 22 21
6x6=
4x6
5x6 i
4x8 I I
21-11-8
10-0 7-0-0 13-0-0 1 -0 17-5-4 19-0-0 21-9-12 24-0.8 28{>-14 34-6-0 341 38-10-0 43-i-0
10-0 6-6-0 5.8-0 4-id 1-10.12 2-6-12 2-1-0 4-6-6 5-17-2 0-0 4-0-0 4-3-0
0-1-12
Plate Offsets(X,Y)-- [1:0-2-2,0-1-0],[2:0-2-6,0-1-8],[2:0-1-9,0-0-13],[2:0-3-10,0-0-0],[4:0-3-0,0-3-0],[10:0-3-0,0-3-0],[12:0-0-5,Edge],[13:0-2-2,0-1-0],[16:0-3-0,0-3-0],
[23:0-0-4 Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.07 17 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.21 16-17 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.08 15 . n/a n/a
BCDL 10.0 Code FBC2014/fP12007 Matrix-AS Wind(LL) 0.12 17 >999 240 Weight:255lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-21
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 12-6-0 except Gt=length)15=0-8-0,12=0-8-0,12=0-8-0.
(lb)- Max Horz 2=-549(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)except 2=-533(LC 10),22=-329(LC 12),
15=-833(LC 12),23-482(LC 12),21-464(LC 12),12=-326(LC 12),2=-254(LC
1)
Max Grav All reactions 250 lb or less at joint(s)2,12 except 22=430(LC 21),
15=2370(LC 18),23=860(LC 17),21=2409(LC 17),21=2087(LC 1),12=273(LC 18)
Max Mom 2=2763lb-in(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-432/544,3-4=-397/382,4-5=-464/488,5-6=-2300/1283,6-7=-2324/1260,
7-8=2425/1321,8-9=-2612/1402,9-10=-2002/1079,10-11-367/948,11-12=-33/381
BOT CHORD 18-19=-543/2120,17-18=-678/2375,16-17=-571/1726,15-16=892/641,14-15=283/269,
12-14=-277/273
WEBS 4-22=303/419,7-18-1069/1446,8-18=-598/550,9-16=922/513,10-16-1101/2490,
10-15=-2049/1096,3-23=-675/644,20-21=-2259/855,5-20-2202/873,11-15=-712/434,
6-18=-83/423,(§-19=-10981388,8-17=435/127,5-19=-573/2202,9-17=-122/739
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=43ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-4 to 2-4-8,Interior(1)2-4-8 to 21-6-8,Extedor(2)21-6-8
to 25-10-3 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)All plates are 2x4 MT20 unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Bearing at joint(s)12,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Solid blocking is required on both sides of the truss at joint(s),2.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITeM connectors:This design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type City Ply
T12279425
504927-GEM-TAYLOR B01 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:28 2017 Page 2
I D:AogSCfVR90VAJac8htW RmrztOXU-9CEzrgUZCH IgQdoa_Q2d?4XXQwvXVBeJ N3a4VnySid 1
NOTES-
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 533 lb uplift at joint 2,329 Ito uplift at joint 22,833 lb uplift at joint 15,482 lb
uplift at joint 23,464 lb uplift at joint 21,326 lb uplift at joint 12,533 lb uplift at joint 2 and 326 lb uplift at joint 12.
9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)15.
10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that
they are correct for the intended use of this truss.
11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the
bottom chord.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)558 lb down and 428 Ib up at 19-2-0,and 558 lb down and 428 lb up
at 23-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others.
13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-6=-60,6-7=-220(F=-160),7-8=-220(F=-160),8-13-60,21-29=20,18-20=20,18-32=20
Concentrated Loads(lb)
Vert:8=-500(F)6=-500(F)
2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-6=-50,6-7=-200(F=150),7-8=-200(F=-150),8-13=-50,21-29=-20,18-20=-20,18-32=-20
Concentrated Loads(Ib)
Vert:8=438(F)6=-438(F)
3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-6=-20,6-7=-160(F=-140),7-8=-160(F=140),8-13=-20,21-29-40,18-20=-40,18-32=-40
Concentrated Loads Qb)
Vert:8-375(F)6=-375(F)
4)Dead+0,6 C-C Wind(Pos.Intemal)Case 1:Lumber Increase=1.60,Plate Increase=1,60
Uniform Loads(plf)
Vert:1-2=131,2-35=78,6-35=53,6-7=41(F=-12),7-8=67(F=-12),B-37=78,12-37=53,12-13=41,23-29=61,21-23-10,18-20=-10,18-32=-10
Horz:1-2=141,2-35=-88,7-35=-63,7-37=88,12-37=63,12-13=51
Concentrated Loads(1b)
Vert:8=428(F)6=428(
5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-2=41,2-36=53,6-36=78,6-7=67(1`=12),7-8=41(F=-12),8-38=53,12-38=78,12-13=131,23-29=61,21-23=-10,18-20=-10,18-32=10
Horz:1-2=51,2-36=-63,7-36=-88,7-38=63,12-38=88,12-13=141
Concentrated Loads(lb)
Vert:8=428(F)6=428(F)
6)Dead+0.6 C-C Wind(Neg.Intemal)Case 1:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-2=1,2-6=-51,6-7=-201(F=-151),7-8=-201(F=-151),8-12=-51,12-13=-39,23-29=-7,21-23_20,18-20=-20,18-32=20
Horz:1-2=-19,2-7=31,7-12=31,12-13=19
Concentrated Loads(lb)
Vert:8=-442(F)6=442(F)
7)Dead+0.6 C-C Wind(Neg.Intemal)Case 2:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=39,2-6=-51,6-7=201(F=151),7-8=-201(F=-151),8-12=-51,12-13=-1,23-29=-7,21-23=-20,18-20=20,
18-32=-20
Horz:1-2=19,2-7=31,7-12=-31,12-13=19
Concentrated Loads(lb)
Vert:8-442(F)6=-442(F)
8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=46,2-6=14,6-7=-42(F=-56),7-8=-22(F=-56),B-12=34,12-13=23,23-29=34,21-23=10,18-20=-10,18-32=-10
Horz:1-2=-56,2-7=-24,7-12=44,12-13=33
Concentrated Loads(lb)
Vert:8=151(F)6=151(F)
9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-2=23,2-6=34,6-7=-22(F=56),7-8-42(F=-56),8-12=14,12-13=46,21-29=10,18-20=10,18-32=10
Horz:1-2=-33,2-7=-44,7-12=24,12-13=56
Concentrated Loads(lb)
Vert:8=151(F)6=151(F)
10)Dead+0.6 MWFRS Wind(Neg.Intemal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform,Loads(plf)
Vert:1-2=-34,2-6=-46,6-7=191(F=-146),7-8=-145(F=-146),8-12=1,12-13=13,23-29=24,21-23-20,18-20=-20,
18-32-20
Horz:1-2=14,2-7=26,7-12=21,12-13=33
Concentrated Loads(lb)
Vert:8=-411(F)6=-411(F)
11)Dead+0.6 MWFRS Wind(Neg.Intemal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=13,2-6=1,6-7=-145(F=146),7-8=-191(F=-146),8-12=46,12-13=-34,2129=-20,18-20=20,18-32=-20
Horz:1-2=33,2-7=21,7-12=-26,12-13=-14
Concentrated Loads(lb)
Vert:8=-411(F)6=-411(F)
®WARNING-Verify design parameters and READ NOTES N T O O HIS AND INCLUDED M1TEK REFERANCE PAGE 11171-7473 rev.10/0 312 0 1 5 BEFORE USE.
Design valid for use only with MITek®connectors:lMs design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer mtist verity the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mew
Is always required for siabllily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute;218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T
504927-GEM-TAYLOR B01 Roof Special 1 1
Job Reference(optional) �275
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:28 2017 Page 3
ID:AogSCfVR90VAJac8htW RmrztOXU-9CEzrgUZCHIgQdoa_Q2d?4XXQWVXV8eJN3a4VnySidl
LOAD CASE(S) Standard
12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=83,2-6=51,6-7=1 1(F=-39),7-8=11(F=39),8-12=51,12-13=83,23-29=34,21-23=10,18-20=-10,18-32-10
Horz:1-2=-93,2-7=61,7-12=61,12-13=93
Concentrated Loads(lb)
Vert:8=253(F)6=253(F)
13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=50,2-6=18,6-7=-54(F=-72),7-8-54(F=-72),8-12=18,12-13=50,21-29-10,18-20=-10,18-32=10
Horz:1-2=-60,2-7=-28,7-12=28,12-13=60
Concentrated Loads(lb)
Vert:8=49(F)6=49(F)
14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-2=-10,2-6=-22,6-7=-153(F=-132),7-8=-153(F=-132),8-12=-22,12-13=-10,23-29=24,21-23=-20,18-20=20,18-32=-20
Horz:1-2=10,2-7=2,7-12=-2,12-13=10
Concentrated Loads(lb)
Vert:8=-322(F)6=-322(F)
15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=10,2-6=-22,6-7=-153(F=-132),7-8=-153(F=132),8-12=-22,12-13=-10,21-29-20,18-20=20,18-32=-20
Horz:1-2=-10,2-7=2,7-12=-2,12-13=10
Concentrated Loads(lb)
Vert:8=622(F)6-322(F)
16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90
Uniform Loads(pit)
Vert:1-6=-20,6-7=140(F=120),7-8=-140(F=120),8-13=20,21-29=-20,18-20=20,18-32=-20 .
Concentrated Loads(lb)
Vert:8=-250(F)6=-250(F)
17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=61,2-6=-69,6-7=239(F=169),7-8=-203(F=169),8-12=34,12-13=-25,23-29=13,21-23=-20,18-20=20,18-32=20
Horz:1-2=11,2-7=19,7-12=16,12-13=25
Concentrated Loads(lb)
Vert:8=-558(F)6=-558(F)
18)Dead+0.75 Roof.Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=-25,2-6=-34,6-7=-203(F=-169),7-8=239(F=-169),8-12=69,12-13=-61,21-29=-20,18-20=-20,18-32=-20
Horz:1-2=-25,2-7=-16,7-12=-19,12-13=-11
Concentrated Loads(lb)
Vert:8=-558(F)6=-558(F)
19) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)list Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2=-43,2-6-51,6-7=-210(F=-159),7-8=-210(F=-159),8-12-51,12-13=-43,23-29=13,21-23=-20;18-20=-20,18-3220
Horz:1-2=-7,2-7=1,7-12=-1,12-13=7
Concentrated Loads(lb)
Vert:8=492(F)6=492(F)
20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-2-43,2-6=-51,6-7=-210(F=-159),7-8=-210(F=-159),8-12=-51,12-13=-43,21-29=-20,18-20=-20,18-32=-20
Horz:1-2=-7,2-7=1,7-12=-1,12-13=7
Concentrated Loads(lb)
Vert:8=-492(F)6=-492(F)
21)1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-6=-60,6-7=-220(F=-160),7-8=-180(F=-160),8-13=-20,21-29=20,18-20=-20,18-32=-20
Concentrated Loads(lb)
Vert:8=-500(F)6=-500(F)
22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-6=20,6-7=-180(F=160),7-8=-220(F=-160),8-13=-60,21-29=-20,18-20-20,18-32-20
Concentrated Loads(lb)
Vert:8=500(F)6=500(F)
23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-6=-50,6-7=-200(F=-150),7-8=-170(F=150),8-13=-20,21-29=20,18-20=20,18-32=-20
Concentrated Loads(Ib)
Vert:8=-438(F)6=-438(F)
24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-6=-20,6-7=-170(F-150),7-8=-200(F=-150),8-13=-50,21-29=20,18-20=-20,18-32-20
Concentrated Loads(lb)
Vert:8=438(F)6=-438(F)
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE
Design valid for use only with MiTek®connectors:this design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety InformaBon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610