HomeMy WebLinkAboutTruss Packet =� = Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
Am1 HOOF These truss designs rely on lumber values established by others.
TRUSSES
i. A FLORIDA CORPORATION
R€:Job 68981 A-1 Roof Trusses
4451 St Lucie Blvd
Site Information: Fort Pierce,FL 34946
Customer Info: COASTAL CONSTRUCTION AND DESIGN, INC. Project Name: SIMMERMACHER
Lot/Block: Model:
Address: LOT 4 DIAMOND SANDS, JENSEN BEACH, FLlivision:-
City: County: St Lucie State: FL
Name Address and License# of Structural Engineer of Record, If there is one, for the building.
Name: James Bushouse License#: 2031.1
Address: 1176 SW 4th Court
City: Boca Raton, FL 33432
General Truss Engineering Criteria_ Design Loads (Individual Truss Design Drawings Show Special
,emu
Loading Conditions): „�° < ' Fi•. °
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 180 MPH
Roof Load: 55.0 psf Floor Load: 0.0 psf
This package includes-49 individual,dated Truss Design Drawings and 16 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# Truss Name Date No. Seal# Truss Name Date
_1 1 A0112089 A01 AG 12/6/17 13 A0112101 A07A 12/6/17 25 A0112113 A14A 1216/1.7
2 A0112090 A01 G 12/6/17 14 A0112102 A08 12/6/17 26 A0112114 A15 12/6/17
13 A0112091 A02 12/6/17 15 A0112103 A09 12/6/17 27 A0112115 A15A 1216/17
4 A0112092 A02A 12/6/17 16 A0112104 A09A 12/6/17 28 A0112116 A16 12/6/17
15 A0112093 A03 12/6/17 17 A0112105 A10 12/6117 29 A0112117 A17 12/6/17
16 A0112094 A03A 12/6/17 18 A0112106 All 12/6/17 30 A0112118 A18 12/6/17
I7 A0112095 A04 12/6/17 19 A0112107 A11A 12/6/17 31 A0112119 A19 1216/17
18 A0112096 A05 12/6/17 20 A0112108 Al2 12/6/17 32 A0112120 A20G 12/6/17
9 A0112097 A05A 12/6/17 21 A0112109 Al2A 12/6/17 33 A0112121 B01G 12/6/17
I10 A0112098 A06 12/6/17 22 A0112110 A13 12/6/17 34 A0112122 B02 12/6/17
11 A0112099 A06A 12/6/17 23 A0112111 A13A 12/6/17 35 A0112123 B03 12/6/17
12 A0112100 A07 12/6/17 24 A0112112 A14 12/6/17 36 A0112124 B04G 1216/17
The truss drawing(s)referenced have been prepared by MiTek Industries, Inc.under my direct
supervision based on the Darameters provided bvA-1 Roof Trusses.Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019. �$a�6bi!@slt#�fxpf�
'T. r0 9�
NOTE:The seal on these drawings indicate acceptance of professional 1 ,..•°gip ♦ hdip
engineering responsibility solely for the truss components shown. w y e M 4 . ;Nv;S ;�°rv0a�r
The suitability and use of components for any particular building is the responsibility of the 3 •°��
building designer,per ANSI/TPI-1 Sec.2.
The Truss Design Drawing(s)(TDD[s])referenced have been prepared based on the
construction documents(also referred to at times as'Structural Engineering Documents') •i r d f :a
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by[Al Roof r'sh t, •
Trusses or specific location]. These TDDs (also referred to at times as'Structural ele Dlgi III •,R �fi r+; °ice
Engineering Documents)are specialty structural component designs and may b •s,s .l - r' y :• ��4A
project's deferred or phased submittals. As a'Truss Design Engineer(i.e.,Specialty rc lej0 .•' '�►
Engineer),the seal here and on the TDD represents an acceptance of professionss T h Engineering,cn=Anthon TI
engineering responsibility for the design of the single Truss depicted on the TDD dnhy. D M ti./��Tombo,III,
Building Designer is responsible for and shall coordinate and review the TDDs for email=Anthony.Tombo@when
compatibility with their written engineering requirements. Please review all TDDJ Jhd all Anthontyi Alf)-AT.t4:17 SERIAL '
related notes. 05,00, 3B BC A2 2100 0000 00 4C 12 37 DF
Page 1 of 2 File- Copy
s
lzlzzz
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
;These truss designs rely on lumber values established by others.
A FLORIDA CORPORATION i'i';
RE:Job 68981 A-1 Roof Trusses
4451 St Lucie Blvd
Site Information: Fort Pierce,FL 34946
Customer Info: COASTAL CONSTRUCTION AND DESIGN, INC. Project Name: SIMMERMACHER
Lot/Block: Model:
Address: LOT 4 DIAMOND SANDS,JENSEN BEACH, FLlivision:
City: County:St Lucie State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name:James Bushouse License#:20311
Address: 1176 SW 4th Court
City: Boca Raton, FL 33432
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: 180 MPH
Roof Load:55.0 psf Floor Load: 0.0 psf
This package includes-49 individual,dated Truss Design Drawings and 16 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 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# Truss Name Date
1 A0112089 A01AG 12/6117 13. A0112101 A07A 1216/17 25 A0112113 A14A 12/6117
2 A0112090 TO G 12/6/17 14 A0112102 A08 1216117 26 A0112114 A15 12/6/17
3 A0112091 A02 12/6/17 15 A0112103 A09 12/6/17 27 A0112115 A15A 1216/17
4 A0112092 A02A 12/6117 16 A0112104 A09A 12/6/17 28 A0112116 A16 12/6117
5 A0112093 A03 12/6/17 17 A0112105 A10 12/6/17 29 A0112117 A17 1216/17
6 A0112094 A03A 1216/17 18 A0112106 All 12/6/17 30 A0112118 A18 1216117
7 A0112095 A04 12/6/17 19 A0112107 A11A 12/6/17 31 A0112119 A19 1216/17
8 A0112096 A05 12/6/17 20 A0112108 Al2 12/6/17 32 A0112120 A20G 1216/17
9 A0112097 A05A 12/6117 21 A0112109 Al2A 12/6117 33 A0112121 B01G 12/6117.
10 A0112098 A06 12/6/17 22 A0112110 A13 12/6117 34 A0112122 B02 12/6117
111 A0112099 A06A 12/6/17 23 A0112111 A13A 1216/17 35 A0112123 B03 12/6/17
12 A0112100 A07 12/6/17 24 A0112112 A14 1216/17 36 A0112124 B04G 1216/17
The truss drawing(s)referenced have been prepared by MiTek Industries,Inc,under my direct
supervision based on the parameters provided bvA-1 Roof Trusses.Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019. �1
.vp+tpr3p�p.� ��Q
NOTE:The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown. 0.0 �
The suitability and use of components for any particular building is the responsibility of the �` e4�
building designer,per ANSIITPI-1 Sec.2,
The Truss Design Drawing(s)(rDD[s])referenced have been prepared based on the 4 a
construction documents(also referred to at times as'Structural Engineering Documents o , 1 --
provided by the Building Designer indicating the nature and character of the work. m tr • ®.:'
The design criteria therein have been transferred to Anthony Tombo III PE by[A1 Roof x ,• @
Trusses or specific location]. These TDDs(also referred to at times as'Structural eIe d Digitally signed T.
Engineering Documents)are specialty structural component designs and may h�ti o Tombo,Ili
DN:c=US st Flon- a A+
projects deferred or phased submittals. As a Truss Design Engineer(i.e.,Specialty •" .• O..
Pierce,o WholeFtoust� *
Engineer),the seal here and on the TOD represents an acceptance of professionT T/� Engineering,cn=Antho�
engineering responsibility for the design of the single Truss depicted on the TDD dnY�r. RHcJ m bo Tombo,III,
Building Designer is responsible for and shall coordinate and review the TDDs for f email=Anthony.Tombo.w her
compatibility with their written engineering requirements. Please review all TDD �hd all Anthon i�eeri��t9g nggj{l � sT .
related notes. Walt4�'11 ?,A!"-fw14:I7
as'ao 38 B A2.2100 00.Q0 00 4C 12 87 OF
Page 1 of 2
r
r.
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others_
'TRlJ5FqE5
A FLORIDA CORPORATION
RE:Job 68981
No. Seal# Truss Name Date No. Seal# Truss Name Date
37 A0112125 C01G 12/6/17 75 A0112163 MV10 12/6/17
38 A0112126 CO2 12/6/17 76 A0112164 MV110 1216/17
39 A0112127 CJ1 12/6/17 77 A0112165 MV2 12/6/17
40 A0112128 CJ1C 12/6/17 78 A0112166 MV25 12/6/17
41 A0112129 CJ3 12/6/17 79 A0112167 MV4 12/6/17
42 A0112130 CJ3A 12/6/17 80 A0112168 MV6 12/6/17
43 A0112131 CJ3AA 12/6/17 81 A0112169 MV8 12/6/17
44 A0112132 CJ3B 12/6/17 82 A0112170 V12 12/6/17
45 A0112133 CJ3C 12/6/17 83 A0112171 V16 12/6/17
46 A0112134 CJ3EB 12/6117 84 A0112172 V4 12/6/17
47 A0112135 CJ5 12/6/17 85 A0112173 V8 12/6/17
48 A0112136 CJ5A 1216/17 86 STDL01 STD.DETAIL 12/6/17
49 A0112137 CJ5AA 12/6/17 87 STDL02 STD.DETAIL 12/6/17
50 A0112138 D01G 12/6/17 88 STDL03 STD.DETAIL 12/6/17
51 A0112139 D02 12/6117 89 STDL04 STD.DETAIL 12/6/17
52 A0112140 EB01 12/6/17 90 STDL05 STD.DETAIL 12/6/17
53 A0112141 EB02 12/6/17 91 STDL06 STD.DETAIL 12/6/17
54 A0112142 EB03 1216/17 92 STDL07 STD.DETAIL 12/6/17
55 A0112143 EB04 12/6/17 93 STDL08 STD.DETAIL 12/6/17
56 A0112144 HC5 12/6/17 94 STDL09 STD.DETAIL 1216/17
57 A0112145 HJ38 12/6/17 95 STDL10 STD.DETAIL 12/6/17
58 1 A0112146 HJ5 12/6/17 96 STDL11 STD.DETAIL 12/6/17
59 A0112147 1-1J5A 12/6/17 97 STDL12 STD.DETAIL 12/6/17
60 A0112148 HJ5C 12/6/17 98 STDL13 STD.DETAIL 12/6/17
61 A0112149 HJ7 12/6/17 99 STDL14 STD.DETAIL 12/6/17
62 A0112150 HJ7A 12/6/17 100 STDL15 STD.DETAIL 12/6/17
63 A0112151 J5 12/6/17 101 STDL16 STD.DETAIL 12/6/17
64 A0112152 J5A 12/6/17
65 A0112153 J5C 1216/17
66 A0112154 J7 12/6/17
67 A0112155 J7A 12/6/17
68 A0112156 J76 12/6/17
69 A0112157 HIS 12/6/17
70 A0112158 MHV10 -12/6/17
71 A0112159 MHV12 12/6/17
72 A0112160 MHV14 12/6/17
73 A0112161 MHV16 12//6/17
74 A0112162 MHV18 12/6/17
Page 2 of 2
^_ Job Truss Truss Type Qty Ply
68981 A01AG Half Hip Girder 1 1 A0112089
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:17 2017 Page 1
ID:16Vcy919vi4GRLV Pwc6N7yxFBE-n?uDy1MUIKWGuSN7MNogMngF63lfM1ZWp42BHdyBhUC
0- -0 2-1 8 7-0-0 14-0-9 21-3-2
O- -6 2-1-8 4-10-8 7-0-9 7-2-9
5x8— 3x6 11 x8=
1 1 1 4 1 5
5.00 12
i
5x6
WSi
2 i
i
1
e " 9 21 22 8 23 7 24 25 26 27 6
e
4x6= 10 6x6= 5x6= 4x10= 3x8 II
3x8 I I
1-9-8 1 7-0-0 14-0-9 21-3-2
1-9-8 -4-0 4-10-8 7-0-9 7-2-9
Plate Offsets(X Y)— [2:0-2-12,0-2-121,[3:0-5-0,0-2-12j,[4:0-3-12,0-1-8j,[5:0-3-12,0-4-4j,[6:0-4-12,0-1-12],[7:0-2-4,0-2-0),[9:0-3-0,0-3-4[,[10:04-12,0-1-8[
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.17 7-9 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.23 7-9 >977 180
BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-MS Weight:145 Ib FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3`Except* 2-10=-2061/1813,2-9=-1628/2425, LOAD CASE(S)
W501:2x6 SP No.2 3-9=-5891771,5-7=-2266/3146, Standard
BRACING- 3-7=429/931,4-7=-1009/1115 1)Dead+Roof Live(balanced):Lumber Increase=1.25
TOP CHORD ,Plate Increase=1.25
Structural wood sheathing directly applied or 3-8-12 oc NOTES- Uniform Loads(plf)
purlins, except end verticals. 1)Unbalanced roof live loads have been considered Vert:1-3=-90,3-5=-90,6-11=-20
BOT CHORD for this design. Concentrated Loads(lb)
Rigid ceiling directly applied or 5-5-1 oc bracing. 2)Wind:ASCE 7-10;Vult=180mph(3-second gust) Vert:3=68(B)9=247(B)18=-68(B)19=-68(B)
WEBS Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft; 20=792(B)21=21(B)22=21(B)23=21(B)24=21(B)
1 Row at midpt 5-7 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2); 25=-29(B)26=-29(B)27=-34(B)
MiTek recommends that Stabilizers and required cantilever left exposed;Lumber DOL=1.60 plate grip
cross bracing be installed during truss erection,in DOL=1.60
accordance with Stabilizer Installation guide. 3)Provide adequate drainage to prevent water
ponding.
REACTIONS. (lb/size) 4)Plates checked for a plus or minus 0 degree
6 = 1183/Mechanical rotation about its center.
10 = 1051/0-8-0 (min.0-2-10) 5)This truss has been designed for a 10.0 psf bottom
Max Horz chord live load nonconcurrent with any other live
10 = 407(LC 4) loads.
Max Uplift 6)`This truss has been designed for a live load of
6 = -1757(LC 4) 20.Opsf on the bottom chord in all areas where a
10 = -1984(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Grav bottom chord and any other members.
6 = 1974(LC 26) 7)Refer to girder(s)for truss to truss connections.
10 = 2201(LC 26) 8)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 1757 lb uplift
FORCES. (lb) at joint 6 and 1984 lb uplift at joint 10.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 9)Hanger(s)or other connection device(s)shall be
when shown. provided sufficient to support concentrated load(s)508
TOP CHORD lb down and 333 lb up at 7-0-0,222 lb down and 161
1-2=-552/148,2-3=2971/1880, lb up at 9-0-12,222 lb down and 161 lb up at 11-0-12
3-14=-3035/2242,14-15=-3035/2242, 222 lb down and 161 lb up at 13-0-12,222 lb down
15-16=-3035/2242,4-16=-3035/2242, and 161 lb up at 15-0-12,282 lb down and 342 lb up
4-17=-3035/2242,17-18=-3035/2242, at 17-0-12,and 282 lb down and 342 lb up at 19-0-12
18-19=-3035/2242,19-20=-3035/2242, ,and 251 lb down and 332 lb up at 20-6-12 on top
5-20=-3035/2242,5-6=-1800/1648 chord,and 888 lb down and 591 lb up at 7-0-0,109 lb
BOT CHORD down and 58 lb up at 9-0-12,109 lb down and 58 lb
1-1 0=-98/494,9-10=-253/370, up at 11-0-12,109 lb down and 58 lb up at 13-0-12,
9-21=-1849/2779,21-22=-1849/2779, 109 lb down and 58 lb up at 15-0-12,53 lb down and
8-22=-1849/2779,8-23=-1 84912779, 65 lb up at 17-0-12,and 53 lb down and 65 lb up at
7-23=-1849/2779 19-0-12,and 55 lb down and 61 lb up at 20-6-12 on
WEBS bottom chord. The design/selection of such
2-1 O=2061/1813,2-9=-1628/2425, connection device(s)is the responsibility of others.
3-9=-589/771,5-7=-2266/3146, 10)In the LOAD CASE(S)section,loads applied to the
face of the truss are noted as front(F)or back(B).
Job Truss Truss Type qty ply �
68981 A01G Hip Girder 1 A0112090
Jab Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@a1 Wss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:21 2017 Page 1
ID:16Vcy9l9vi4GRLV-Pwc6N7yxF8E-fn7joOP_pZ1iM3hvbCtmWdgwMgLrlrY6ki0PROyBhU8�w
0 -02-3-8 11-2 4 - 4 3-7-6
1 61 31-19-102 41-3 3-7 9 -80 -fi2-3-8 4 9-0-8-2 41 42-3-0 - It
-0
Dead Load Defl.=5116 in
10x14 MT20HS=
10x14 MT20HS=
5.00 12 4x6= 4 = 10x 4 MT OHS= 4 6= 4x6
4 6 7 8
6x10• .- -
I --F ,..,.,�.,- 6x10
in �W2
o
0
22 21 41 42 20 43 44 19 18 45 46 17 47 48 16 15 49 50 14 51 52 13 12
4x8 li 5x8= 4x8 is
4x6= 4x8= Sx8= 4x8= Sx8= 4x8= 5x8=
4x6=-
04= 4x4=
43-7-0
1-9-8 3 7-0-0 11-10-0 16-9-12 21-9-8 26-9-4 31-90 36-7-0 41-3-8 4-
1-943Ob-O 4-1. 411-12 4-11_12 4-11-12 4-11-12 4-10-0 4-8-8 -6-01-9�
Plate Offsets(X,Y)- [2:0-5-0,0-3-8],[3:0-11-12,0-5-0],[6:0-7-0,0-6-8],[9:0-11-12,0-5-0],[10:0-5-0,0-3-8],[12:0-4-12,0-2-0],[13:0-4-0,0-2-4],[ 44:0-3-8,0-2-0],[20:0-3-8,0-2-0],
[21:0-4-0,0-2-41,[22:0-4-12 0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 1.06 17 >440 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.61 17 >762 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(TL) -0.22 12 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Weight:639 lb FT=0%
LUMBER-
TOP CHORD 2x6 x SP 240OF 1.8 4)Wind:ASCE 7-10;Vult=180m h 3 second gust)T2:2x8 SP 2400E 1.8E BOT CHORD P ( - 9 )
BOT CHORD 2x6 SP No.2 1-22=-559/286,21-22=-559/286, Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
WEBS 2x4 SP No.3'Except* 21-41=-9464/4490,41-42=-9464/4490, Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
W1:2x8 SP No.2 20-42=-9464/4490,20-43=-16937/7848, cantilever left and right exposed;parch left exposed;
BRACING- 4 3-44=-1 6 9 3717 84 8,19-44=-16937/7848, Lumber DOL=1.60 plate grip DOL=1.60
TOP CHORD 1 8-1 9=-1 6937/784 8,1 8-45=-21 44 0/985 8, 5)Provide adequate drainage to prevent water
Structural wood sheathing directly applied or 6-0-0 oc 45-46=-21440/9858,17-46=-21440/9858, ponding.
purlins. 17-47=-21440/9858,47-48=-21440/9858, 6)All plates are MT20 plates unless otherwise
BOT CHORD 16-48=-21440/9858,1 5-1 6=-1 693717848, indicated.
Rigid ceiling directly applied or 2-11-3 oc bracing. 15-49=-16937/7848,49-50=-1693717848, 7)Plates checked for a plus or minus 0 degree
WEBS 14-50=-16937/7848,14-51=-9464/4490, rotation about its center.
1 Row at midpt 9-14,3-20 51-52=-9464/4490,13-52=-9464/4490, 8)This truss has been designed for a 10.0 psf bottom
12-13=-559/286,11-12=-559/286 chord live load nonconcurrent with any other live
REACTIONS. (lb/size) WEBS loads.
12 = 3127/1-0-0 (min.0-2-2) 2-22=-3335/6640,2-21=9076/4272, 9)'This truss has been designed for a live load of
22 = 3127/1-0-0 (min.0-2-2) 3-21=-914/1386,9-13=-914/1386, 20.Opsf on the bottom chord in all areas where a
Max Uplift 10-13=-9076/4272,10-12=-3335/6640, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
12 = -7445(LC 4) 9-14=-8818/3962,3-20=-8818/3962, bottom chord and any other members.
22 = -7445(LC 4) 8-14=-2019/3802,4-20=-2019/3802, 10)Provide mechanical connection(by others)of truss
Max Grav 8-16=-5245/2342,4-18=-5245/2342, to bearing plate capable of withstanding 7445 lb uplift
12 = 3553(LC 26) 7-1 6=-1 16011922,5-18=-1160/1922, at joint 12 and 7445 lb uplift at joint 22.
22 = 3553(LC 26) 7-17=-1923/855,5-17=-1923/855,
6-17=-797/1093
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except NOTES-
when shown. 1)2-ply truss to be connected together with 10d
TOP CHORD (0.131"x3")nails as follows:
1-2=-276/602,2-3=-4988/10534, Top chords connected as follows:2x6-2 rows
3-29=-7952/17337,29-30=-7953/17338, staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0
4-30=-7955/17340,4-31=-99 62/21 8 37, oc.
31-32=-9962/21837,5-32=-9962/21837, Bottom chords connected as follows:2x6-2 rows
5-33=-10696/23488,33-34=-10696/23488, staggered at 0-9-0 oc.
6-34=-10696/23488,6-35=-10696/23488, Webs connected as follows:2x8-2 rows staggered at
35-36=-1 0 696/2348 8,7-3 6=-1 0 6 9 6/2 34 8 8, 0-9-0 oc,2x4-1 row at 0-9-0 oc.
7-37=-9962/21837,37-38=-9962/21837, 2)All loads are considered equally applied to all plies,
8-38=-9962/21837,8-39=-7956/17340, except if noted as front(F)or back(B)face in the
39-40=-7953/17338,9-40=-7952/17337, LOAD CASE(S)section.Ply to ply connections have
9-10=-4988/10534,10-11=-276/602 been provided to distribute only loads noted as(F)or
BOT CHORD (B),unless otherwise indicated.
1-22=-559/286,21-22=-559/286, 3)Unbalanced roof live loads have been considered
21-41=-9464/4490,41-42=-9464/4490, for this design.
20-42=-9464/4490,20-43=-16937/7848,
43-44=-16937/7848,19-44=-16937f7848,
18-19=-1693717848,18-45=-21440/9858,
Continued on page 2
4
Job Truss Truss Type q PI
tY Y
68981 A01 G Hip Girder 1 n A0112090
L Job Reference o tional
,�. Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13.1621 2017 Page 2
ID:16Vcy919vi4GRLV Pwc6N7yxFBE-fn7joOP_pZ1iM3hvbCtmWdgwMgLrlrY6ki0PROyBhU8
NOTES-
11)Hanger(s)or other connection device(s)shall be
provided sufficient to support concentrated load(s)755
lb down and 751 lb up at 7-0-0,281 lb down and 334 lb
up at 9-0-12,281 lb down and 334 lb up at 11-0-12,
281 lb down and 334 lb up at 13-0-12,281 lb down and
334 lb up at 15-0-12,281 lb down and 334 lb,up at
17-0-12,281 lb down and 334 lb up at 19-0-12,281 lb
down and 334 lb up at 21-0-12,281 lb down and 334 lb
up at 22-6-4,281 lb down and 334 lb up at 24-6-4,281
lb down and 334 lb up at 26-6-4,281 Ib down and 334
lb up at 28-6-4,281 lb down and 334 lb up at 30-6-4,
281 lb down and 334 lb up at 32-6-4,and 281 lb down
and 334 lb up at 34-6-4,and 755 lb down and 751 lb up
at 36-7-0 on top chord,and 312 lb down and 547 lb up
at 7-0-0,301b down and 225 lb up at 9-0-12,301b
down and 225 lb up at 11-0-12,30 lb down and 225 lb
up at 13-0-12,30 lb down and 225 lb up at 15-0-12,30
lb down and 225 lb up at 17-0-12,30 lb down and 225
lb up at 19-0-12,30 lb down and 225 lb up at 21-0-12,
30 lb down and 225 lb up at 22-6-4,30 lb down and 225
lb up at 24-6-4,30 lb down and 225 lb up at 26-6-4,30
lb down and 225 lb up at 28-6-4,30 lb down and 225 lb
up at 30-6-4,30 lb down and 225 lb up at 32-6-4,and
30 lb down and 225 lb up at 34-64,and 312 lb down
and 547 lb up at 36-6-4 on bottom chord. The
design/selection of such connection device(s)is the
responsibility of others.
LOAD CASE(S)
Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-90,3-9=90,9-11=-90,23-26=-20
Concentrated Loads(lb)
Vert:3=-142(F)9=-142(F)21=-7(F)13=-7(F)
16=-11(F)18=-11(F)7=-71(F)5=71(F)29=-71(F)
30=-71(F)31=-71(F)32=-71(F)33=-71(F)34=-71(F)
35=-71(F)36=-71(F)37=-71(F)38=71(F)39=-71(F)
40=-71(F)41=-11(F)42=-11(F)43=-11(F)44=-11(F)
45=-1 1(F)46=-1 1(F)47=-1 1(F)48=-1 1(F)49=-1 1(F)
50=-11(F)51=11(F)52=-11(F)
P
Job Truss Truss Type Qty Ply
68981 A02 Hip 1 1 A0112091
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:22 2017 Page 1
ID:16Vcy9l9vi4GRLV_Pwc6N7yxF8E-8zh6?kQdal9Z_DF58wO?3gNCy4g21JuFzMlyzryBhU7•`=
43-7-6
0-"2-3-8 14-0-6 19-2-7 24-4-9 29-6-10 41-3-8 43-7-0
0--62-3-8 11-8-14 5-2-2 5-2-2 5-2-2 11-8-14 2-3-80 -0
Dead Load Defl.=5/16 in
10x14 MT20HS= 10x14 MT20HS=
5.00 12
4x6= 3x6 11 10x14 MT20HS= 4x6=
3 4 5 6 7 8
i
i 7 -Z"Z
6x12:� 4 q I 6x12
C1 `T1 ^
2 3 9 q v i v
Lo 1 ��j" _.tea_W2 W - •�..
10
......_,._._—_................._....___...g1
o c
20 19 18 17 16 15 14 13 12 11
46= 5x8 11 5x10= 4x6= 6x8= 4x8= 4x4= 6x8= 4x6= 5x10= 6x8 11 4x6=
43-7-0
1-9-8 318 9-0-0 14-0-6 19-2-7 24-4-9 29-0-10 34-7-0 41-3-8 4-
1-9-80-6-0 N3, 5-0�i 5-2-2 5-2-2 5-2-2 5-0-6 6-8-8 b-019-8
Plate Offsets(X,Y)— [2:0-6-0,0-4-01,[3:0-11-12 0-5-0) [6:0-7-0 0-6-01 [8:0-11-12 0-5-0) [9:0-6-0 0A-0) [11'0-4-12 0-2-8) [20:0-4-12 0-2-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.26 15-16 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.59 15-16 >788 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) -0.17 11 n/a n/a
BCDL 10.0 Code FBC2014[rPI2007 Matrix-MS Wind(LL) 0.7415-16 >636 240 Weight:323lb FT=0%
LUMBER-
TOP CHORD 2x6 SP 240OF 2.0E'Except'
T2,T3:2x8 SP 240OF 1.8E WEBS
BOT CHORD 2x6 SP No.2 2-20=-2371/4084,2-19=-5118/2649,
WEBS 2x4 SP No.3`Except' 3-19=-424/300,8-12=-425/301,
W1:2x8 SP No.2,W2:2x4 SP No.2 9-12=-5118/2649,9-11=-2371/4084,
BRACING- 8-13=-3779/2007,3-18=-3769/2002,
TOP CHORD 7-13=-1116/1779,4-18=-1116/1780,
Structural wood sheathing directly applied or 4-9-15 oc 7-15=-18861986,4-16=-1934/1012,
purlins. 6-15=-532/612,5-16=-538/632
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES-
WEBS 1)Unbalanced roof live loads have been considered
1 Row at midpt for this design.
8-13,3-18,7-15,4-16 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
2 Rows at 1/3 pts 2-19,9-12 Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in cantilever left and right exposed;porch left exposed;
accordance with Stabilizer Installation guide. Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water
REACTIONS. (lb/size) ponding.
20 = 2401/1-0-0 (min.0-2-14) 4)All plates are MT20 plates unless otherwise
11 = 2401/1-0-0 (min.0-2-14) indicated.
Max Uplift 5)Plates checked for a plus or minus 0 degree
20 = -4849(LC 4) rotation about its center.
11 = -4849(LC 4) 6)This truss has been designed for a 10.0 psf bottom
Max Grav chord live load nonconcurrent with any other live
20 = 2435(LC 9) loads.
11 = 2435(LC 9) 7)'This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members.
when shown. 8)Provide mechanical connection(by others)of truss
TOP CHORD to bearing plate capable of withstanding 4849 lb uplift
1-2=-348/766,2-3=-3407/6711, at joint 20 and 4849 lb uplift at joint 11.
3-4=-4599/9334,4-5=-5365/10888,
5-6=-5365/10888,6-7=-5348/10856,
7-8=-4603/9341,8-9=3406/6710, LOAD CASES)
9-10=-348f766 Standard
BOT CHORD
1-20=-765/409,19-20=-765/409,
18-19=-5828/3028,17-18=-8818/4552,
16-17=-8818/4552,15-16=-10367/5332,
14-15=-8825/4555,13-14=-8825/4555,
12-13=-5827/3027,11-12=-765/409,
10-11=-765/409
WEBS
2-20=2371/4084,2-19=-5118/2649,
It
Job Truss Truss Type Qty Ply
68981 AO2A Half Hip 1 1 A0112092
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:23 2017 Page 1
I D:16Vcy919vi4GRLV—Pwc6N7yxFBE-c9FUC4RFLAHQcNgHidvEc2wl3U2LmrJPCOV VVHyBhU6
0- -0 2-1$ 9-0-0 15-1-9 21-3-2
0- -6 2-1-8 6-10-8 6-1-9 6-1-9
5x8=
3x6 11 Stead Load Defl.=1/8 in
3 4 5
5.00 12
3
3xs II i
2
ITT
N
f f
8 f10 9 7 6
4x6= 3x8 II 2x4 11 5x6= 4x8= 3x6 II
1-9 8 2r110 9-0-0 15-1-9 21-3-2
1 19-8 0 0 6-10-8 6-1-9 6-1-9
Plate Offsets(X Y)— 12:0-4-15 0-1-3] [3:0-5-0 0-2-12] [6:0-4-8 0-1-8] [10:0-4-12 0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 7-9 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.18 7-9 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.12 7-9 >999 240 Weight:138 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
BOT CHORD 2x6 SP No.2 Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
WEBS 2x4 SP No.3*Except* Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
W1:2x6 SP No.2 cantilever left exposed;Lumber DOL=1.60 plate grip
BRACING- DOL=1.60
TOP CHORD 3)Provide adequate drainage to prevent water
Structural wood sheathing directly applied or 5-0-10 oc ponding.
purlins, except end verticals. 4)Plates checked for a plus or minus 0 degree
BOT CHORD rotation about its center.
Rigid ceiling directly applied or 5-11-6 oc bracing. 5)This truss has been designed for a 10.0 psf bottom
WEBS chord live load nonconcurrent with any other live
1 Row at midpt 5-7 loads.
MiTek recommends that Stabilizers and required 6)*This truss has been designed for a live load of
cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a
accordance with Stabilizer Installation quide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
REACTIONS. (lb/size) 7)Refer to girder(s)for truss to truss connections.
6 = 1037/Mechanical 8)Provide mechanical connection(by others)of truss
10 = 1289/0-8-0 (min.0-1-12) to bearing plate capable of withstanding 1065 lb uplift
Max Horz at joint 6 and 1626 lb uplift at joint 10.
10 = 522(LC 4)
Max Uplift
6 = -1065(LC 4) LOAD CASE(S)
10 = -1626(LC 4) Standard
Max Grav
6 = 1188(LC 9)
10 = 1459(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1158/636.2-3=-1565/1224,
3-4=-1379/1246,4-5=-1379/1246,
5-6=-1135/1085
BOT CHORD
1-10=-752/1227,9-10=-1274/1363,
8-9=-1267/1363,7-8=1267/1363
WEBS
2-10=-1138/1456,4-7=-727/821,
5-7=-1461/1616
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
Job Truss Truss Type Qty Ply y
68981 A03 Hip 1 1 A0112093
�JobReference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:23 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-c9FUC4RFLAHQcNgHidvEc2wFrU3LmkJPCOVWHyBhU6 '4
0-Q-0 6-11-2 11-0-0 21-9-8 32-7-0 36-7-14 43-7-0 43 7-6
0-0-5 6-11-2 4-0-14 ' 10-M 10-9-8 4-0-14 6-11-2 0 -6
=
7x10 MT20HS= 7x10 MT20HS= Dead Load Defl. 1/4 in
44= 7x10 MT20HS= 44=
5.00 F12 4 5 6 7 8
1 8x12!- 8x12
3 � 9
T4� '1- 5 W6 W ��J
��
c;l 2x4 it � i��Tt 2x4 k iN
10
i L91 11
B1-------=-- -
WE-
18 17 16 15 14 13 12 0-
7x10= 4x4= 7x6= 4x8= 7x6= 4x4= 7x10
4x6= 46=
21-11-4 43-7-0
i 1-9-82��8 11-M 21-7-12 21,-8 32-7-0 41-3-8 41-9-8
' 1-9-80'L�0 8�-8 ' 10-7-12 0-1112 10-7-12 8-8-8 1-01-9-8
0-1-12
Plate Offsets(X,Y)— [4:0-7-0,0-4-4],[6:0-5-0,0-4-121,[8:0-7-0,0-4-4],[12:0-4-12,0-4-12� (14:0-3-0,0 4-8) [16:0-3-0 0 4-8) (18:0 4-12 0 4-12)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/deft Ltd PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.21 15 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.46 15 >999 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) -0.19 12 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.58 15-16 >813 240 Weight:314 Ib FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2*Except*
T2:2x6 SP 240OF 2.0E WEBS
BOT CHORD 2x6 SP No.2 3-17=-663/493,4-17=-316/112,
WEBS 2x4 SP No.3*Except* 8-13=-316/112,9-13=-663/493,
W2:2x4 SP No.2,W1:2x8 SP No.2 3-18=-3098/5576,2-18=-697/839,
BRACING- 9-12=-3098/5576,10-12=-697/839,
TOP CHORD 7-15=-1025/581,5-15=1025/581,
Structural wood sheathing directly applied or 1-4-12 oc 6-15=-594/684,4-16=-2534/1412,
purlins. 5-16=-877/1285,7-14=-877/1285,
BOT CHORD 8-14=-2534/1412
Rigid ceiling directly applied or 2-4-15 oc bracing.
WEBS NOTES-
1 Row at midpt 1)Unbalanced roof live loads have been considered
3-18,9-12,7-15,5-15,4-16,8-14 for this design.
MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
cross bracing be installed during truss erection,in Vasd=139mph;TCDL=5.0psf;BCDL=5.Opsf;h=33ft;
accordance with Stabilizer Installation guide. Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;porch left exposed;
REACTIONS. (lb/size) Lumber DOL=1.60 plate grip DOL=1.60
18 = 2401/1-0-0 (min.0-2-14) 3)Provide adequate drainage to prevent water
12 = 2401/1-0-0 (min.0-2-14) ponding.
Max Uplift 4)All plates are MT20 plates unless otherwise
18 = -4869(LC 4) indicated.
12 = -4869(LC 4) 5)Plates checked for a plus or minus 0 degree
Max Grav rotation about its center.
18 = 2450(LC 9) 6)This truss has been designed for a 10.0 psf bottom
12 = 2450(LC 9) chord live load nonconcurrent with any other live
loads.
FORCES. (lb) 7)'This truss has been designed for a live load of
Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.Opsf on the bottom chord in all areas where a
when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
1-2=-256/692,2-3=-390/1030, 8)Provide mechanical connection(by others)of truss
3-4=-3405/6894,4-5=-4096/8334, to bearing plate capable of withstanding 4869 lb uplift
5-6=-4494/9162,6-7=-4494/9162, at joint 18 and 4869 lb uplift at joint 12.
7-8=4096/8334,8-9=-3405/6894,
9-10=-390/1030,10-11=-256/692
BOT CHORD LOAD CASE(S)
1-18=-632/264,17-18=-5301/2789, Standard
16-17=-5859/3044,15-16=-7737/4033,
14-15=-7737/4033,13-14=-5859/3044,
12-13=-5301/2789,11-12=-632/264
WEBS
3-17=-663/493,4-17=-316/112,
8-13=-316/112,9-13=-663/493,
3-18=-3098/5576,2-18=697/839,
Jab Truss Truss Type Qty Ply
68981 A03A Half Hip 1 1 A0112094
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:24 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-4MpsQQSt6UPGD WPTGLQTBFSStuQHVLxYQgE3ljyBhU5
0- -0 6-9-5 11-M 76-1-9 21-3-2
0 -6 6-9-5 4-2-11 5-1-9 5-1-9
5x6: 3x4 11
_ 4x4= Dead Load Defl.=3/16 in
4 5 6
5.00 12
2x4
3
W4
+iv3
3x6 II 4
2
1 \ I
0
� 8
9
10 Sx6= 7
46= 3x8 11 6x6=
4x8=
1-9-8 2r10 11-M 21-3-2
1-9-8 0-4-0 8-10-8 10-3-2
Plate Offsets(X Y)— [2:0-4-14 0-1-5) [7:0-3-0 0-4-81,[10:0-4-12,0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]oc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.08 7-9 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.25 7-9 >901 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.11 7-9 >999 240 Weight:143 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 NOTES-
BOT CHORD 2x6 SP No.2 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
WEBS 2x4 SP No.3*Except* Vasd=139mph;TCDL=S.Opsf;BCDL=S.Opsf;h=33ft;
W1:2x6 SP No.2 Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
BRACING- cantilever left exposed;Lumber DOL=1.60 plate grip
TOP CHORD DOL=1.60
Structural wood sheathing directly applied or 3-3-3 oc 2)Provide adequate drainage to prevent water
purlins, except end verticals. ponding.
BOT CHORD 3)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 5-4-13 oc bracing. rotation about its center.
WEBS 4)This truss has been designed for a 10.0 psf bottom
1 Row at midpt 5-7 chord live load nonconcurrent with any other live
MiTek recommends that Stabilizers and required loads.
cross bracing be installed during truss erection,in 5)'This truss has been designed for a live load of
accordance with Stabilizer Installation quide. 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
REACTIONS. (Ib/size) bottom chord and any other members.
7 = 1037/Mechanical 6)Refer to girder(s)for truss to truss connections.
10 = 1289/0-8-0 (min.0-1-12) 7)Provide mechanical connection(by others)of truss
Max Horz to bearing plate capable of withstanding 1101 lb uplift
10 = 637(LC 4) at joint 7 and 1610 lb uplift at joint 10.
Max Uplift
7 = -1101(LC 4)
10 = -1610(LC 4) LOAD CASE(S)
Max Grav Standard
7 = 1202(LC 9)
10 = 1460(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1 1761721,2-3=-1 621/1309,
3-4=-1367/1110,4-5=-1274/1166
BOT CHORD
1-1 0=-853/1277,9-1 0=1 490/1443,
8-9=942/956,7-8=-942/956
WEBS
3-9=-195/373,2-10=-1242/1487,
5-9=-308/438,5-7=-1289/1284
Job Truss Truss Type ty 15
68981 A04 Half Hip 2 1 A01 12095
Q Ply
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design(paltruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:24 2017 Page I
ID:16Vcy9l9vi4GRLV PwG6N7yxF8E-4MpsQQSt6UPGDWPTGLQT8FSTMuQPVGvYogE31jyBhU5'i
-0 1 10-1-6 130 21-3-2
T __g�0
00U N118 1 7-11-14 0 8-3-2
5x8 4x6 II
Dead Load Defl. 1/4 in
4 5
T2
2x4 11
5.00 Ff2-
W4
W
3
3x6 11
W2
2
LH
V"1 8 7 13 14
4x6 3x8 11 4x4— 5X6 6x6
10-1-6 130-0 21-3-2
A _glo
1-5-8 204 7-11-14 8-3-2
Plate Offsets(X,Y)— [2:0-5-0,0-1-51,[5:Edge,0-3-81,[6:0-3-0,0-4-8,[9:0-4-12,0-1-81
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/def! L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.14 6-8 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.39 6-8 >577 240
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.10 6-8 >999 240 Weight:140 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
2)
BOT CHORD 2x6 SP No.2 Wind:ASCE 7-10;Vult=180mph(3-second gust)
WEBS 2x4 SP No.3*Except* Vasd=139mph;TCDL=5.Opsf,*BCDL=5.Opsf;h=33ft;
WI:2x6 SP No.2 Cat.11;Exp,D;Encl.,GCpi=0.18;C-C Extedor(2);
BRACING- cantilever left exposed;Lumber DOL=1.60 plate grip
TOP CHORD DOL=1.60
Structural wood sheathing directly applied or 4-8-14 oc 3)Provide adequate drainage to prevent water
purlins, except end verticals. poncling.
BOT CHORD 4)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 5-11-6 oc bracing. rotation about its center.
WEBS 5)This truss has been designed for a 10.0 psf bottom
1 Row at midpt 4-6 chord live load nonconcurrent with any other live
loads.
MiTek recommends that Stabilizers and required 6)*This truss has been designed for a live load of
cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a
accordance with Stabilizer Installation ouide- rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,with BCDL
REACTIONS. (lb/size) 10.Opsf.
6 = 1037/Mechanical 7)Refer to girder(s)for truss to truss connections.
9 = 1289/0-8-0 (min.0-1-12) 8)Provide mechanical connection(by others)of truss
Max Horz to bearing plate capable of withstanding 1139 lb uplift
9 = 752(LC 4) at joint 6 and 1592 lb uplift at joint 9.
Max Uplift
6 = -1139(LC 4)
9 = -1592(LC 4) LOAD CASE(S)
Max Grav Standard
6 = 1271(LC 9)
9 = 1493(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1 165/486,2-3=-1 657/1125,
3-4=-1 610/1433,5-6=-395/449
BOT CHORD
1-9=-642/1 291,8-9=-1 394/1487,
7-8=-1083/1124,7-13=-1083/1124,
13-14=-1 08311124,6-14=-1 083/1124
WEBS
2-9=-1363/1581,3-8=-477/769,
4-8=-674/786,4-6=-1313/1280
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
Job Truss Truss Type Qty Ply
68981 A05 HALF HIP 1 1 A0112096
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:25 2017 Page 1
I D:16Vcy919vi4GRLV—Pwc6N7yxF8E-YYNEdmTVtoX7rg_gg2xihT?fl IjrEgoifK—ca9yBhU4
0 -0 2-1-8 44-0 12-5-10 15-0-0 16-10-8 21-3-2
0 -6 2-1-8 221 8-1-10 2-6-6 1-10-8 411-10
Sx8: 2x4 II
5.00 12 7 Dead Load Defl.=1/8 in
6
4x4 11 ;
5
6x6
4 \'
4x6= 6
3x8 3
\ i
2M 2
4 1 10!1 0
--135
0= 13 21 22i2 x1 A41 -
=
17 tfi 15 7x8 12 9 8
3x4= 6x6= 2x4 11 2x4 II 3x6 11
4x4=
17-2-0
1-9$2 1 8 4-0-0 4 7 12-5-10 15-0-0 16-10-8 21-3-2
1-9$ 2-243 7-10-2 2-0-6 1-10-0 0 3 41-2
Plate Offsets(X Y)— [3:0-2-9 0-1-13] [4:0-3-0 Edge] [5:0-3-0,0-2-0],[8:0-4-8 0-1-8],[13:0-3-0,0-4-8],[14:0-5-8,0-3-8],[17:0-3-0,0-4-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.07 13-14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.17 13-14 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.11 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.13 15 >999 240 Weight:169 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2*Except* WEBS
B2:2x4 SP No.3 3-13=-1201/1535,5-13=-863/1124,
WEBS 2x4 SP No.3*Except* 6-10=-1324/1315,2-17=-1226/1277,
W1:2x6 SP No.2 14-17=-313/0,2-14=-2441/2418,
BRACING- 6-13=-1356/1415
TOP CHORD
Structural wood sheathing directly applied or 4-7-5 oc NOTES-
purlins, except end verticals. 1)Unbalanced roof live loads have been considered
BOT CHORD for this design.
Rigid ceiling directly applied or4-0-14 oc bracing. 2)Wind:ASCE 7-10;Vult=l80mph(3-second gust)
Except: Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
6-M oc bracing:14-16 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
WEBS cantilever left exposed;Lumber DOL=1.60 plate grip
1 Raw at midpt DOL=1.60
7-8,3-13,6-10 3)Provide adequate drainage to prevent water
MiTek recommends that Stabilizers and required ponding.
cross bracing be installed during truss erection,in 4)Plates checked for a plus or minus 0 degree
accordance with Stabilizer Installation quide. rotation about its center.
5)This truss has been designed for a 10.0 psf bottom
REACTIONS. (lb/size) chord live load nonconcurrent with any other live
8 = 1035/Mechanical loads.
17 = 1308/0-8-0 (min.0-1-12) 6)*This truss has been designed for a live load of
Max Horz 20.Opsf on the bottom chord in all areas where a
17 = 867(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Uplift bottom chord and any other members,with BCDL=
8 = -1174(LC 4) 10.Opsf.
17 = -1568(LC 4) 7)Refer to girder(s)for truss to truss connections.
Max Grav 8)Provide mechanical connection(by others)of truss
8 = 1275(LC 9) to bearing plate capable of withstanding 1174 lb uplift
17 = 1495(LC 9) at joint 8 and 1568 lb uplift at joint 17.
FORCES. (lb) LOAD CASE(S)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown. Standard
TOP CHORD
1-2=-494/160,2-3=-2534/2254,
3-4=-1755/1263,4-5=-1644/1283,
5-6=-1875/1759,8-10=-1234/1191,
7-10=-303/343
BOT CHORD
1-17=-147/520,16-17=-312/254,
13-14=-3096/2817,13-21=-100211021,
21-22=-1002/1021,11-22=-1002/1021,
10-11=A 002/1021
WEBS
3-13=-1201/1535,5-13=-863/1124,
{
Job Truss Truss Type Qty PIY
,
�
68981 A05A ATTIC 1 1 AO112O97
Job Reference(optional)
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:26 2017 Page 1
ID:16Vcy919vi4GRLV Pwc6N7yxFBE-Okxcr6T7e5f TgZsNISxDgYo2h3Ez9fru.jA6cyBhU3 r-i
O-Q-0 10-1-6 13-9-6 150-q 184-14 21-3-2
0-11-6 10-1-6 3-8-0 -2-1 31-14 2-10 4
5x6 3x6 11 7x6=
5.00 12 x10 8 Dead Load Defl.=5/16 in
= 7
2x4 11 18 13 8
7x10 MT20HS� 4
2x4 II 5 10
3
N W
N
6x6 o
2
8-M \ I
132
12 11 10 9
4x6_ 3x8 II 7x6= 3x6 11 7x6=
1-9-82T1r8 10-1-6 18-4-14 21-3-2 _
1-9-80 4-0 7-11-14 8-3-8 2-10 4
Plate Offsets(X,Y)— [2:0-2-12,0-4-4],[3:0-5-0,Edge],[5:0-5-0,0-0-8],[6:0-3-8,0-3-0],[7:0-4-0,0-1-8],[8:0-3-0,0-4-0],[9:0-3-0,0-4-8],[10:0-3-12,0-1-8],[11:0-3-0,0-4-8],
[12:0-4-12 0-1-81,[14:0-4-8,0-1-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.26 10-11 >890 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.58 11-12 >395 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2014![PI2007 Matrix-MS Wind(LL) 0.4711-12 >487 240 Weight:159lb FT=0%
LUMBER-
TOP CHORD 2x6 SP 2400F 2.0E`Except*
T1:2x6 SP No.2 WEBS
BOT CHORD 2x6 SP 2400F 2.0E*Except* 2-11=0/451,4-11=-126/376,
B1:2x6 SP No.2 10-14=-439/1008,7-14=-1425/13T4,
WEBS 2x4 SP No.3*Except* 5-13=-3360/2882,13-14=-3333/2860,
W4:2x4 SP No.2,W1:2x6 SP No.2 2-12=-1526/1529,8-14=-2230/2067,
BRACING- 9-14=-3249/2528
TOP CHORD
Structural wood sheathing directly applied or 2-4-12 cc NOTES-
purlins, except end verticals. 1)Unbalanced roof live loads have been considered
BOT CHORD for this design.
Rigid ceiling directly applied or 4-9-1 cc bracing. 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
WEBS Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
1 Row at midpt 5-14,9-14 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
MiTek recommends that Stabilizers and required cantilever left exposed;Lumber DOL=1.60 plate grip
cross bracing be installed during truss erection,in DOL=1.60
accordance with Stabilizer Installation guide. 3)100.O1b AC unit load placed on the top chord,
14-0-0 from left end,supported at two points,2-0-0
REACTIONS. (lb/size) apart.
9 = 1088/Mechanical 4)Provide adequate drainage to prevent water
12 = 1338/0-8-0 (min.0-1-15) ponding.
Max Horz 5)All plates are MT20 plates unless otherwise
12 = 867(LC 4) indicated.
Max Uplift 6)Plates checked for a plus or minus 0 degree
9 = -1113(LC 4) rotation about its center.
12 = -1537(LC 4) 7)This truss has been designed for a 10.0 psf bottom
Max Grav chord live load nonconcurrent with any other live
9 = 1525(LC 10) loads.
12 = 1646(LC 10) 8)*This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members.
when shown. 9)Bottom chord live load(30.0 psf)and additional
TOP CHORD bottom chord dead load(0.0 psf)applied only to room.
1-2=-687/210,2-3=-1531/648, 10-11
3-4=-1367/656,4-18=-1315/826, 10)Refer to girder(s)for truss to truss connections.
5-18=-1212/847,5-6=-1778/1906, 11)Provide mechanical connection(by others)of truss
6-7=-1800/1961,7-8=-1996/2154, to bearing plate capable of withstanding 1113 lb uplift
8-9=-878/985 at joint 9 and 1537 lb uplift at joint 12.
BOT CHORD 12)ATTIC SPACE SHOWN IS DESIGNED AS
1-12=-375/813,11-12=-1242/1039, UNINHABITABLE.
10-11=-1059/1372,9-1 0=-1 035/1331
WEBS
2-11=0/451,4-11=-1 261376, LOAD CASE(S)
10-14=-439/1008,7-14=-1425/1374, Standard
Job Truss Truss Type my Ply
68981 A06 HALF HIP 1 1 A0112098
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:27 2017 Page 1
ID:16Vcy919vi4GRLV Pwc6N7yxF8E-UxV_2SUIPPnr4_82xTzAmu4?05Pyic9?7eTje2yBhU2
0-Q-02-1-8 i 4-0-0 12-5-10 16-10-8 V -0 21-3-2
0 -62-1-8 2-2-8 8-1-10 4-4-14 0--8 �
5x8= 2x4 11
5.00 12 6 7 Dead Load Defl.=1/8 in
4x4 II
5
6x6 W6 \�W7
4x6= 4
3x8 i 3 % 1 4
4W1
--11
4 13 1 B5-1Q.r'4x4= Iq
0 21
17 16 15 7x8= 9 23 8
6x6= 11
2x4 I I 12 3x6 II
3x4= = 2x4 11
8X10IAA 11
i 1-9-82,1r8 4-0-0 4 q 12-5-10 1&10-8 17,p-0 21-3-2
1-s�-80t40 _,_ o 7-10-2 4-07 o- a
0-2-0
Plate Offsets(X,Y)— [3:0-2-9,0-1-13),[4:0-3-0,Edge),[5:0-3-0,0-1-121,[8:0-4-8,0-1-8),[13:0-3-010-4-81,[14:0-5-8,0-3-81,[17:0-3-0,OA-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.10 12 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.19 12 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.12 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.14 13-14 >999 240 Weight:172 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2-
BOT CHORD 2x6 SP No.2`Except' WEBS
B2:2x4 SP No.3 3-13=-1197/1608,5-13=-917/1190,
WEBS 2x4 SP No.3`Except* 2-17=-1238/1292,14-17=-315/18,
WI:2x6 SP No.2 2-14=-2470/2447,6-13=-1616/1695,
BRACING- 6-10=-1209/1247
TOP CHORD
Structural wood sheathing directly applied or 4-7-0 oc NOTES-
purlins, except end verticals. 1)Unbalanced roof live loads have been considered
BOT CHORD for this design.
Rigid ceiling directly applied or 3-11-13 oc bracing. 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Except: Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
6-0-0 oc bracing:14-16 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
WEBS cantilever left exposed;Lumber DOL=1.60 plate grip
1 Row at midpt DOL=1.60
7-8,3-13,6-13,6-10 3)Provide adequate drainage to prevent water
MiTek recommends that Stabilizers and required ponding.
cross bracing be installed during truss erection,in 4)Plates checked for a plus or minus 0 degree
accordance with Stabilizer Installation quide. rotation about its center.
5)This truss has been designed for a 10.0 psf bottom
REACTIONS. (lb/size) chord live load nonconcurrent with any other live
8 = 1035/Mechanical loads.
17 = 1308/0-8-0 (min.0-1-12) 6)'This truss has been designed for a live load of
Max Horz 20.Opsf on the bottom chord in all areas where a
17 = 982(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Uplift bottom chord and any other members,with BCDL=
8 = -1230(LC 4) 10.Opsf.
17 = -1533(LC 4) 7)Refer to girder(s)for truss to truss connections.
Max Grav 8)Provide mechanical connection(by others)of truss
8 = 1358(LC 9) to bearing plate capable of withstanding 1230 lb uplift
17 = 1498(LC 9) at joint 8 and 1533 Ib uplift at joint 17.
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)
when shown. Standard
TOP CHORD
1-2=-508/163,2-3=-2563/2273,
3-4=-1781/1198,4-5=-1670/1218,
5-6=-1923/1729,8-1 0=-1 316/1247
BOT CHORD
1-1 7=-1 50/534,16-17=-327/266,
13-14=-3224/2867,13-21=-692/687,
11-21=-692/687,11-22=-692/687,
10-22=-692/687
WEBS
3-13=-1197/1608,5-13=-917/1190,
Job Truss Truss Type Qty Ply
68981 A06A ATTIC 1 1 A0112099
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:28 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-y72NGnVNAjvii8jFVAVP15d8GVi3Rim8LICGAUyBhU1 t)
0-�-0 10-1-6 13-9-6 17-0-0 18-4-iq 21-3-2
0-0-6 10-1-6 3-8-0 3-2-10 1-4-14 2-0
5x8= 3x6 II 5x6=
5.00 f 12 6 7 8 Dead Load Defl.=5/16 in
x8= 1
2x4 II 18 9
7x10 MT20H5i 13 14 [
4 2x4'.i
3 6x8
N W7 .w��
6x6 i
1i
2 8-0-0
O
12 11 10 9
4x63x8 II 7x6= 2x4 ii 8x8=
=
1-9-82,1,8 10-1-6 18-4-14 21-3-2
.....—_._._;_.........................
__
1-9-SO4-0 7-11-14 8-3-8 2-10-4 '
Plate Offsets(X,Y)— [2.0-2-12 0-4-4],[3:0-5-0 Edge] [5:04-0 0-1-0] [6:0-5-0 0-2-12) [7:0-3-12 0-1-8] [9'Edge 0-4-8],[11:0-3-0,0-4-8],[12:0-4-12,0-1-8) [14:0-2-8 0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.27 10-11 >851 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.56 10-11 >410 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(TL) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Wind(LL) 0.4311-12 >530 240 Weight:166lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3*Except* 2-11=0/502,4-11=-47/273,
W1:2x6 SP No.2 10-14=-246/791,7-14=-566/576,
BRACING- 5-13=-2927/2480,13-14=-2909/2465,
TOP CHORD 2-12=-1658/1615,6-13=-299/352,
Structural wood sheathing directly applied or 2-2-0 oc 8-14=-2486/2286,9-14=-3352/2665,
purlins, except end verticals. 6-14=-1057/1009
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES-
WEBS 1)Unbalanced roof live loads have been considered
1 Row at midpt for this design.
8-9,5-13,9-14 2)Wind:ASCE 7-10;Vuit=180mph(3-second gust)
JOINTS Vasd=139mph;TCDL=5.Opsf;BCDL=S.Opsf;h=33ft;
1 Brace at Jt(s):13 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
MiTek recommends that Stabilizers and required cantilever left exposed;Lumber DOL=1.60 plate grip
cross bracing be installed during truss erection,in DOL=1.60
accordance with Stabilizer Installation guide. 3)100.01b AC unit load placed on the top chord,
14-0-0 from left end,supported at two points,2-0-0
REACTIONS. (lb/size) apart.
9 = 1089/Mechanical 4)Provide adequate drainage to prevent water
12 = 1338/0-8-0 (min.0-1-15) ponding.
Max Harz 5)All plates are MT20 plates unless otherwise
12 = 982(LC 4) indicated.
Max Uplift 6)Plates checked for a plus or minus 0 degree
9 = -1170(LC 4) rotation about its center.
12 = -1501(LC 4) 7)This truss has been designed for a 10.0 psf bottom
Max Grav chord live load nonconcurrent with any other live
9 = 1547(LC 10) loads.
12 = 1639(LC 10) 8)*This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members.
when shown. 9)Bottom chord live load(30.0 psf)and additional
TOP CHORD bottom chord dead load(0.0 psf)applied only to room.
1-2=-632/160,2-3=-1576/619, 10-11
3-4=-1408/627,4-18=-1313/755, 10)Refer to girder(s)for truss to truss connections.
5-18=-1210/775,5-19=-1492/1486, 11)Provide mechanical connection(by others)of truss
6-19=-1466/1601,6-7=-2015/2196, to bearing plate capable of withstanding 1170 lb uplift
7-8=-1995/2170,8-9=A060/1181 at joint 9 and 1501 lb uplift at joint 12.
BOT CHORD 12)ATTIC SPACE SHOWN IS DESIGNED AS
1-12=-356/793,11-12=-1338/1049, UNINHABITABLE.
10-1 1=-1 139/1434,9-10=-1128/1418
WEBS
2-11=0/502,4-11=-47/273, - LOAD CASE(S)
10-14=-246/791,7-14=-566/576, Standard
Job Truss Truss Type City
Ply
68981 A07 HALF HIP 1 1 A0112100
Job Reference(optional)
,r Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:29 2017 Page 1
I D:16Vcyg19vi4GRLV_Pwc6N7yxF8E-QJcIT7WOx01 ZKI IR3uOerJ9Hov6BATuHayygjxyBhUO
0--02-1-8 4-4-0 12-5-10 16-10-8 19-0-0 21-3-2
0 -62-1-8 29 8-1-10 46:44 2-1-8
4x6 11 46 11
Dead Load Dell.=1/8 in
5.00 F12 6 7
6x6
5
6x6
4 W68
4x6=
UB i� 3 ^�
2N1 %4
n 1 ------ :o
4 13 4x4"_ o
o 64
17 16 15 7x6= 12 9 8
6x6= 2x4 11 3x6 11
3z4= Bx10= 2x4 I I
19-"
i 1-982 -00 V7 12-5-10 6 31:" 17,2 21-3-28 41 2-3-22.o_ 4 38 1-10-0
Plate Offsets(X Y)— [3-0-2-8 0-1-14] [4:0-3-0 Edge] [5:0-3-0 0-4-0] [7:Edge 0-3-8] [8:0-4-8 0-1-8] [13:0-3-0,0-4-8],[14:0-5-8,0-3-8],[17:0-3-0,0-4-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.07 13-14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.18 13-14 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.11 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.1413-14 >999 240 Weight:1661b FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2`Except` WEBS
132:2x4 SP No.3 3-13=-1057/1420,5-13=-63/457,
WEBS 2x4 SP No.3*Except* 2-17=-1258/1348,14-17=-290/85,
W1:2x6 SP No.2 2-14=-2355/2304,5-10=-1824/1924
BRACING-
TOP CHORD NOTES-
Structural wood sheathing directly applied or 1-4-12 cc 1)Unbalanced roof live loads have been considered
purlins, except end verticals. for this design.
BOT CHORD 2)Wind:ASCE 7-10;VuIt=180mph(3-second gust)
Rigid ceiling directly applied or 4-0-3 cc bracing. Except: Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
6-0-0 cc bracing:14-16 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
WEBS cantilever left exposed;Lumber DOL=1.60 plate grip
1 Row at midpt DOL=1.60
7-8,3-13,5-10 3)Provide adequate drainage to prevent water
MiTek recommends that Stabilizers and required ponding.
cross bracing be installed during truss erection,in 4)Plates checked for a plus or minus 0 degree
accordance with Stabilizer Installation uide. rotation about its center.
5)This truss has been designed for a 10.0 psf bottom
REACTIONS. (lb/size) chard live load nonconcurrent with any other live
8 = 1035/Mechanical loads.
17 = 1308/0-8-0 (min.0-1-12) 6)'This truss has been designed for a live load of
Max Horz 20.Opsf on the bottom chord in all areas where a
17 = 1097(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Uplift bottom chord and any other members.
8 = -1293(LC 4) 7)Refer to girder(s)for truss to truss connections.
17 = -1489(LC 4) 8)Provide mechanical connection(by others)of truss
Max Grav to bearing plate capable of withstanding 1293 lb uplift
8 = 1279(LC 9) at joint 8 and 1489 lb uplift at joint 17.
17 = 1460(LC 9)
FORCES. (Ib) LOAD CASE(S)
Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard
when shown.
TOP CHORD
1-2=-506/159,2-3=-2443/2190,
3-4=-1730/1194,4-5=-1515/1214,
8-10=-1235/1304,7-10=-377/460
BOT CHORD
1-17=-139/523,16-17=-311/230,
13-14=-3176/2733,11-13=-1762/1671,
10-11=-1762/1671
WEBS
3-13=-1057/1420,5-13=-63/457,
2-17=-1 258/1348,14-17=-290/85,
2-14=-2355/2304,5-10=-1824/1924
i
Job Truss Truss Type Qty Ply
68981 A07A ATTIC 1 1 A0112101
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:29 2017 Page 1
ID:16Vcy919vi4GRLV—Pwc6N7yxF8E-QJcIT7WOx01ZKIIR3u0erJ9J1v29AUFHayygjxyBhUO`3
0-Q-0 10-1-6 13-9-6 184-14 18-0r021-3-2
0-6 6 10-1-0 3-8-0 4-7-8 -7-i2 2
5x6=
3x6 II 5x6= Dead Load Defl.=5/16 in
5.00 12 6 7 8
3 8=1
I
7x10 MTWHS5� 2x4 II 17
4 - {
5x8�i,�'••
3 \!N6 =�
�i W6 I i
6x6 i
�i
,iW2
O
12 11 10 9
4x6=3x8 11 7x6= 2x4 11 8x8=
2-1-8
1-",1 10-1-6 18: 14 21-3-2
1-9A 7-11-14 8-3-8 2-104
04-0
Plate Offsets(X,Y)— [2:0-2-12,0-4-4],[3:0-5-0,Edge],[5:0-4-0 0-1-0] [6:0-4-0 0-1-4] [7:0-3-0 0-4-4] [9:Edge 0-4-12) [11:0-3-0 0-4-8] [12'0-4-12 0-1-8] [13'0-2-8 0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.27 10-11 >834 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.57 10-11 >402 240 MT20HS 1871143
BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.44 11-12 >517 240 Weight:165 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3*Except* 2-11=01490,4-11=-48/267,
W1:2x6 SP No.2 10-13=-254/798,6-13=-907/989,
BRACING- 5-13=-2969/2566,2-12=-1648/1577,
TOP CHORD 8-13=-2103/1937,9-13=-3404/2777
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals. NOTES-
BOT CHORD 1)Unbalanced roof live loads have been considered
Rigid ceiling directly applied or 2-2-0 oc bracing. for this design.
WEBS 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
1 Row at midpt Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
8-9,5-13,9-13 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
JOINTS cantilever left exposed;Lumber DOL=1.60 plate grip
1 Brace at Jt(s):13 DOL=1.60
MiTek recommends that Stabilizers and required 3)100.Olb AC unit load placed on the top chord,
cross bracing be installed during truss erection,in 14-0-0 from left end,supported at two points,2-0-0
accordance with Stabilizer Installation guide. apart.
4)Provide adequate drainage to prevent water
REACTIONS. (lb/size) ponding.
9 = 1088/Mechanical 5)All plates are MT20 plates unless otherwise
12 = 1338/0-8-0 (min.0-1-15) indicated.
Max Horz 6)Plates checked for a plus or minus 0 degree
12 = 1097(LC 4) rotation about its center.
Max Uplift 7)This truss has been designed for a 10.0 psf bottom
9 = -1232(LC 4) chord live load nonconcurrent with any other live
12 = -1459(LC 4) loads.
Max Grav 8)'This truss has been designed for a live load of
9 = 1571(LC 10) 20.Opsf on the bottom chord in all areas where a
12 = 1630(LC 10) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
FORCES. (lb) 9)Bottom chord live load(30.0 psf)and additional
Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord dead load(0.0 psf)applied only to room.
when shown. 10-11
TOP CHORD 10)Refer to girder(s)for truss to truss connections.
1-2=-634/147,2-3=-1548/524, 11)Provide mechanical connection(by others)of truss
3-4=-1379/532,4-17=1286/658, to bearing plate capable of withstanding 1232 lb uplift
5-17=-1183/678,5-18=-1696/1588, at joint 9 and 1459 lb uplift at joint 12.
6-18=-1671/1739,6-7=-1288/1412, 12)ATTIC SPACE SHOWN IS DESIGNED AS
7-8=-1434/1557,8-9=-1105/1213 UNINHABITABLE.
BOT CHORD
1-12=-345/796,11-12=-1441/1082,
10-11=-116511436,9-10=-1151/1411 LOAD CASE(S)
WEBS Standard
2-11=0/490,4-11=-48/267,
10-13=-254/798,6-13=-907/989,
• Job Truss Truss Type Qty Ply
68981 A08 HALF HIP 1 1 A0112102
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:30 2017 Page 1
I D:16Vcy919vi4GRLV—Pwc6N7yxFBE-vWA7gTWehK9QxRtdcbXtOWiShJQ4vwwRpchN FNyBhU?
2-1-8
0-p-0 4-4{7 12-5-10 16-m-8 i 21-" 21ra-2
.12 2-2-8 8-1-10 4-4-14
2-1-8
5.00 12 6 Dead Load Defl.=118 in
3
6x6
5
6x6 8 ��
4 W6
4x6=
3x8 3
1R4
_.._...g5.__._9p 4x4:::.. o
12 1
16 15 14 7x6= 11 8 77
3x4= 6x6=2x4 11 2x4 11 3x6 11
8x10=
2-1-8
1-91 44-0478 12-5-10 16-10-8 17r2-0 21-0-0 21r3-2
1-9 8 2-2-8 0 -8 7-10-2 4-0-14 0 -8 3-10-0 0 -2
0-4-0
Plate Offsets(X Y)— [3:0-2-9 0-1-13] [4:0-3-0 Edge] [5:0-3-0 0-4-0] [6:0-2-0 0-0-8] [7:0-4-8 0-1-8] [12:0-3-0 0-4-8] [13:0-5-8 0-3-8],[16:0-3-0,0-4-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.07 12-13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.17 12-13 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(TL) 0.11 7 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.14 12-13 >999 240 Weight:168 lb FT=0
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2*Except* WEBS
B2:2x4 SP No.3 3-12=-1075/1492,5-12=-82/460,
WEBS 2x4 SP No.3*Except* 5-9=-1854/1976,2-16=-1258/1349,
W1:2x6 SP No.2 13-16=-391/119,2-13=-2357/2307
BRACING-
TOP CHORD NOTES-
Structural wood sheathing directly applied or 2-2-0 oc 1)Wind:ASCE 7-10;VuIt=180mph(3-second gust)
pudins, except end verticals. Vasd=139mph;TCDL=S.Opsf;BCDL=S.Opsf;h=33ft;
BOT CHORD Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Rigid ceiling directly applied or 3-11-6 oc bracing. cantilever left exposed;Lumber DOL=1.60 plate grip
Except: DOL=1.60
6-M oc bracing:13-15 2)Plates checked for a plus or minus 0 degree
WEBS rotation about its center.
1 Row at midpt 6-7,3-12,5-9 3)This truss has been designed for a 10.0 psf bottom
MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live
cross bracing be installed during truss erection,in loads.
accordance with Stabilizer Installation uide. 4) This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
7 = 1035/Mechanical bottom chord and any other members.
16 = 1308/0-8-0 (min.0-1-11) 5)Refer to girder(s)for truss to truss connections.
Max Harz 6)Provide mechanical connection(by others)of truss
16 = 1216(LC 4) to bearing plate capable of withstanding 1366 lb uplift
Max Uplift at joint 7 and 1438 lb uplift at joint 16.
7 = -1366(LC 4)
16 = -1438(LC 4) LOAD CASE(S)
Max Grav Standard
7 = 1307(LC 9)
16 = 1448(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-521/163,2-3=-2441/2177,
3-4=-1707/1093,4-5=-1492/1113,
7-9=-1266/1381,6-9=-399/517
BOT CHORD
1-16=-143/537,15-16=-325/235,
12-13=-3275/2760,10-12=-1788/1679,
9-10=-1788/1679
WEBS
3-12=-1075/1492,5-12=-82/460,
5-9=-1854/1976,2-16=-1258/1349,
13-16=-391/119,2-13=-2357/2307
Job Truss Truss Type ]Q'y
3 Ply
68981 AO9 HALF HIP 1 AO112103
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:30 2017 Page 1
ID:16Vcy919vi4GRLV—Pwc6N7yxF8E-vWA7gTWehK9QxRtdcbXtOWiShJQ4vwwRpchNFNyBhU? ;d
2-1-a
O-Q-0 i 4-4-0 i 12-5-10 16-10$ z1-3-2
-6 2-2-8 8-1-10 4-4-14 1 4
2-1-8
5.00 12 i
6 Dead Load Defl.=1/8 in
3
6x6
5
6x6
B
q W6
4x6=
3x8 3
'V1 4
v� 12 1 i 4x4= o
0 2x
'16 15 14 7x6= 11 8 7
3x4= 6x6=2x4 11 2x4 11 3x6 11
8x10=
2-1-8
i 1-9-8 4-4-04�7r8 12-5-10 16-10-8 17r2-0 21-0-0 21r&2
1-s-8 r r 2 -8 7-10-2 4A-14 0 -8 3-10-0
04-0
Plate Offsets(X,Y)— [3:0-2-9,0-1-131,[4:0-3-0,Edge],[5:0-3-0,0-4-01,[6:0-2-0,0-0-81,[7:0-4-8 0-1-81 [12:0-3-0 0-4-81 [13:0-5-8 0-3-81 116:0-3-0 0-4-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ([oc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.07 12-13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.17 12-13 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.11 7 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.14 12-13 >999 240 Weight:168 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2*Except* WEBS
B2:2x4 SP No.3 3-12=-1075/1492,5-12=-82/460,
WEBS 2x4 SP No.3*Except* 5-9=-1854/1976,2-16=-1258/1349,
W1:2x6 SP No.2 13-16=-391/119,2-13=-2356/2307
BRACING-
TOP CHORD NOTES-
Structural wood sheathing directly applied or 2-2-0 oc 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
purlins, except end verticals. Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
BOT CHORD Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
Rigid ceiling directly applied or 3-11-6 oc bracing. cantilever left exposed;Lumber DOL=1.60 plate grip
Except: DOL=1.60
6-0-0 oc bracing:13-15 2)Plates checked for a plus or minus 0 degree
WEBS rotation about its center.
1 Row at midpt 6-7,3-12,5-9 3)This truss has been designed for a 10.0 psf bottom
MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live
cross bracing be installed during truss erection,in loads.
accordance with Stabilizer Installation guide. 4)'This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
7 = 1035/Mechanical bottom chord and any other members.
16 = 1308/0-8-0 (min.0-1-11) 5)Refer to girder(s)for truss to truss connections.
Max Horz 6)Provide mechanical connection(by others)of truss
16 = 1216(LC 4) to bearing plate capable of withstanding 1366 lb uplift
Max Uplift at joint 7 and 1438 lb uplift at joint 16.
7 = -1366(LC 4)
16 = -1438(LC 4)
Max Grav LOAD CASE(S)
7 = 1307(LC 9) Standard
16 = 1448(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-521/163,2-3=-2441/2177,
3-4=-1707/1093,4-5=-1492/1113,
7-9=-1266/1381,6-9=-399/517
BOT CHORD
1-16=-143/537,15-16=-325/235,
12-13=-3275/2760,1 0-1 2=-1 78 811 679,
9-10=-1788/1679
WEBS
3-12=-1075/1492,5-12=-82/460,
5-9=-1854/1976,2-16=-1258/1349,
13-16=-391/119,2-13=-2356/2307
Job Truss Truss Type Qty Ply
68981 A09A ATTIC 1 1 A0112104
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:31 2017 Page 1
ID:16Vcy919vi4GRLV—Pwc6N7yxF8E-NikVupXGSeHHZbRgAJ26wkFefiiWeNZa I GRwnpyBhU_
O-Q-0 10-1f 1&9-6 , IT-14 21-0-0210-2
0 -6 10-1-6 3-8-0 4-7-8 2-7-2 0 -2
7 5.00 12 2x4 II Dead Load Defl.=5/16 in
6
4 =1
7x10 MT20HSI�- 2x4 1116
4 iI " n
V. �8
3 1 i: `•W6 ' Im
N W5 ' i
6x6
a
11 10 9 8
4x6—3x8 11 7x6= 3x6 11 M=
2-1-8
11-1 10-1-6 , 184-14 21-3-2
7-it-14 8-3-8 2-104
04-0
Plate Offsets(X Y)— [2:0-2-12 0-4-4] [3:0-5-0 Edge] 15:0-3-0 0-2-8] [7:0-2-12 0-2-8] [8:Edge,0-4-12],[10:0-3-0,0-4-8],[11:0-4-12,0-1-8] [12:0-2-8,0-0-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.28 9-10 >827 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.57 9-10 >397 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(TL) -0.02 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.45 10-11 >503 240 Weight:168 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3*Except* 2-10=-3/488,4-10=-52/263,
WI:2x6 SP No.2 9-12=-269/811,6-12=-392/536,
BRACING- 5-12=-3027/2632,2-11=-1 631/1527,
TOP CHORD 7-12=-2494/2298,8-12=-3415/2815
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals. NOTES-
BOT CHORD 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Rigid ceiling directly applied or 2-2-0 oc bracing. Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
WEBS Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
1 Row at midpt cantilever left exposed;Lumber DOL=1.60 plate grip
7-8,5-12,8-12 DOL=1.60
JOINTS 2)100.01b AC unit load placed on the top chord,
1 Brace at Jt(s):12 14-0-0 from left end,supported at two points,2-0-0
MiTek recommends that Stabilizers and required apart.
cross bracing be installed during truss erection,in 3)All plates are MT20 plates unless otherwise
accordance with Stabilizer Installation quide, indicated.
4)Plates checked for a plus or minus 0 degree
REACTIONS. (lb/size) rotation about its center.
8 = 1088/Mechanical 5)This truss has been designed for a 10.0 psf bottom
11 = 1338/0-8-0 (min.0-1-15) chord live load nonconcurrent with any other live
Max Horz loads.
11 = 1216(LC 4) 6) This truss has been designed for a live load of
Max Uplift 20.Opsf on the bottom chord in all areas where a
8 = -1305(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
11 = -1407(LC 4) bottom chord and any other members.
Max Grav 7)Bottom chord live load(30.0 psf)and additional
8 = 1600(LC 10) bottom chord dead load(0.0 psf)applied only to room.
11 = 1617(LC 10) 9-10
8)Refer to girder(s)for truss to truss connections.
FORCES. (lb) 9)Provide mechanical connection(by others)of truss
Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 1305 lb uplift
when shown. at joint 8 and 1407 lb uplift at joint 11.
TOP CHORD 10)ATTIC SPACE SHOWN IS DESIGNED AS
1-2=-631/131,2-3=-1518/413, UNINHABITABLE.
3-4=-1350/421,4-16=-1258/545,
5-16=-1155/565,5-17=-187311674,
6-17=-1848/1825,6-7=-1629/1735, LOAD CASE(S)
7-8=-1057/1186 Standard
BOT CHORD
1-11=-327/792,10-11=-1543/1109,
9-1 0=-1 181/1440,8-9=-1166/1415
WEBS
2-10=-3/488,4-10=-52/263,
9-12=-269/811,6-12=-392/536,
Job Truss Truss Type Q4/ Ply •,
A0112105
68981 A10 Monopitch 2 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:32 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-rult59YuDxP8BI00kOZLTxnpn66oNgGkGwAU IGyBhTz
2-1-8
0- 10-0-1 21-3-2
p- 8-2-9 10-11-1
2-1-8
5.00 12 5 Dead Load Defl.=1/4 in
6x6 1:
5x6, 4 w
3 {
W3
3x6 11
n 1 2
vi
g g 7 6
4x6_3x6 11 2x4 115x6= 6x6=,
2-1-8
1-9-8 10-4-1 21-3-2
1-9-8 8-2-9 10-11-1
04-0
Plate Offsets(X Y) [2:0 3 10 0 1 8) [4:0 3-0 0-4-0] [5.0-3-0 0-0-4) [6.0-3-0 0-4-81 [9'0-4-8 0-1-8j
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.14 6-8 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.41 6-8 >559 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.15 6-8 >999 240 Weight:141 Ib FT=0
LUMBER-
TOP CHORD 2x6 SP 240OF 2.0E"Except* NOTES-
T1:2x6 SP No.2 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
BOT CHORD 2x6 SP No.2 Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
WEBS 2x4 SP No.3*Except* Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
W1:2x6 SP No.2 cantilever left exposed;Lumber DOL=1.60 plate grip
BRACING- DOL=1.60
TOP CHORD 2)Plates checked for a plus or minus 0 degree
Structural wood sheathing directly applied or 4-11-11 oc rotation about its center.
purlins, except end verticals. 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD chord live load nonconcurrent with any other live
Rigid ceiling directly applied or 4-11-8 oc bracing, loads.
WEBS 4)'This truss has been designed for a live load of
1 Row at midpt 5-6 20.Opsf on the bottom chord in all areas where a
2 Rows at 1/3 pts 4-6 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
MiTek recommends that Stabilizers and required bottom chord and any other members.
cross bracing be installed during truss erection,in 5)Refer to girder(s)for truss to truss connections.
accordance with Stabilizer Installation uid, 6)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 1381 lb uplift
REACTIONS. (lb/size) at joint 6 and 1431 lb uplift at joint 9.
6 = 1040/Mechanical
9 = 1287/0-8-0 (min.0-1-11)
Max Horz LOAD CASE(S)
9 = 1216(LC 4) Standard
Max Uplift
6 = -1381(LC 4)
9 = -1431(LC 4)
Max Grav
6 = 1313(LC 9)
9 = 1424(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-12671487,2-3=-16301948,
3-4=-1417/976,4-5=-284/154,
5-6=-539/686
BOT CHORD
1-9=-558/1310,8-9=-1773/1627,
7-8=-1773/1627,6-7=1773/1627
WEBS
2-9=-1030/1188,4-8=01382,
4-6=-1733/1892
V
Job Truss Truss Type Qty Ply
68981 A11 Monopitch 1 1 A0112106
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:32 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-rult59YuOxP8BI00kOZLTxnpn66oNgHkGwAU IGyBhTz
2-1-8
10�-1 21-3-2
0
2-1-8
3x6 II Dead Load Defl.=1/4 in
5.00 rl2 5
6x6
is
5x6 4
8V4
3 im
W3
3x6 II I'
2
1 ` —
�. 9 8 7 6
4x6=
3x6 11 2x4 11 5x6= 6x6=
2-1-8
1-9-8 10-4-1 21-3-2
1-9-8 8-2-9 10-11-1
0-0-0
Plate Offsets(X Y)— [2:0-4-6 0-1-3] [4:0-3-0 DA-0] [5:0-3-0 0-0-4] [6:0-3-0 0-4-8] [9:0-4-8 0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.14 6-8 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.41 6-8 >559 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.15 6-8 >999 240 Weight:141 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP 2400F 2.OE*Except* NOTES-
T1:2x6 SP No.2 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
BOT CHORD 2x6 SP No.2 Vasd=139mph;TCDL=5.Opsf;BCDL=S.Opsf;h=33ft;
WEBS 2x4 SP No.3*Except* Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
W1:2x6 SP No.2 cantilever left exposed;Lumber DOL=1.60 plate grip
BRACING- DOL=1.60
TOP CHORD 2)Plates checked for a plus or minus 0 degree
Structural wood sheathing directly applied or 4-11-11 oc rotation about its center.
purlins, except end verticals. 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD chord live load nonconcurrent with any other live
Rigid ceiling directly applied or 4-11-8 oc bracing. loads.
WEBS 4)'This truss has been designed for a live load of
1 Row at midpt 5-6 20.Opsf on the bottom chord in all areas where a
2 Rows at 1/3 pts 4-6 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
MiTek recommends that Stabilizers and required bottom chord and any other members.
cross bracing be installed during truss erection,in 5)Refer to girder(s)for truss to truss connections.
accordance with Stabilizer Installation auide. 6)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 1381 lb uplift
REACTIONS. (lb/size) at joint 6 and 1431 lb uplift at joint 9.
6 = 1040/Mechanical
9 = 1287/0-8-0 (min.0-1-11)
Max Horz LOAD CASE(S)
9 = 1216(LC 4) Standard
Max Uplift
6 = -1381(LC 4)
9 = -1431(LC 4)
Max Grav
6 = 1313(LC 9)
9 = 1424(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=1266/487,2-3=-1630/947,
3-4=-1417/976,4-5=284/154,
5-6=-539/686
BOT CHORD
1-9=-557/1310,8-9=-1773/1627,
7-8=-1773/1627,6-7=-1773/1627
WEBS
2-9=-1031/1189,4-8=01382,
4-6=-1733/1892
Job Truss Truss Type Qty Ply
68981 A11A ATTIC 1 1 A0112107
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:33 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-J4sGJVZW_FX?ovbClk4a?9K_9W0_6H3tVawldyBhTy 1
21-3-2
0
-Q-0 10-1$ 13-9-0 18-4-14 20-10-0 i
0-0-6 10-1-6 3-8-0 4-7-8 2-5-2 0152
5.00 F12 2x4 11 7 Dead Load Defl.=5/16 in
6
4 fi=1
7x10 MT20HSi 2x4 II 16
4 1'•••,
g r
3
N15
6x6 N!
�:
2 i 0, l
11 10 9 8
4x6—3x8 11 7x6= 3x6 11 8x8=
2-1-8
i 1-9-8 i 10-1-6 18-414 21-3-2
1-9-8' 7-11-14 8_3-8 2-10-0
0-"
Plate Offsets(X,Y)— [2:0-2-12,0-4-4),[3:0-5-0,Edge),[5:0-3-0,0-2-8],[7:0-2-12 0-2-81 [8:Edge 0-4-12) [10:0-3-0 0-4-8) [11:0-4-12 0-1-8) [12:0-2-8 0-0-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.28 9-10 >827 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.57 9-10 >397 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.02 8 n/a n/a
BCDL . 10.0 Code FBC2014lrP12007 Matrix-MS Wind(LL) 0.45 10-11 >503 240 Weight:168 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3*Except* 2-10=-3/488,4-10=-52/263,
Wl:2x6 SP No.2 9-12=-269/811,6-12=-392/536,
BRACING- 5-12=-3027/2632,2-11=-1631/1527,
TOP CHORD 7-12=-2494/2298,8-12=-3415/2815
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals. NOTES-
BOT CHORD 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Rigid ceiling directly applied or 2-2-0 oc bracing. Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
WEBS Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
1 Row at midpt cantilever left exposed;Lumber DOL=1.60 plate grip
7-8,5-12,8-12 DOL=1.60
JOINTS 2)100.0Ib AC unit load placed on the top chord,
1 Brace at Jt(s):12 14-0-0 from left end,supported at two points,2-0-0
MiTek recommends that Stabilizers and required apart.
cross bracing be installed during truss erection,in 3)All plates are MT20 plates unless otherwise
accordance with Stabilizer Installation guide. indicated.
4)Plates checked for a plus or minus 0 degree
REACTIONS. (lb/size) rotation about its center.
8 = 1088/Mechanical 5)This truss has been designed for a 10.0 psf bottom
11 = 1338/0-8-0 (min.0-1-15) chord live load nonconcurrent with any other live
Max Horz loads.
11 = 1216(LC 4) 6)*This truss has been designed for a live load of
Max Uplift 20.Opsf on the bottom chord in all areas where a
8 = -1305(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
11 = -1407(LC 4) bottom chord and any other members.
Max Grav 7)Bottom chord live load(30.0 psf)and additional
8 = 1600(LC 10) bottom chord dead load(0.0 psf)applied only to room.
11 = 1617(LC 10) 9-10
8)Refer to girder(s)for truss to truss connections.
FORCES. (lb) 9)Provide mechanical connection(by others)of truss
Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 1305 lb uplift
when shown. at joint 8 and 1407 lb uplift at joint 11.
TOP CHORD 10)ATTIC SPACE SHOWN IS DESIGNED AS
1-2=-631/131,2-3=-1518/413, UNINHABITABLE.
3-4=-1350/421,4-16=-1258/545,
5-16=-1155/565,5-17=-1873/1674,
6-17=-1848/1825,6-7=-1629/1735, LOAD CASE(S)
7-8=-1057/1186 Standard
BOT CHORD
1-11=-327/792,10-11=-1 543/1109,
9-1 0=-1 181/1440,8-9=-1 166/1415
WEBS
2-10=-3/488,4-10=-52/263,
9-12=-269/811,6-12=-392/536,
Job Truss Truss Type Qty
68981 Al2 Half Hip 1 Ply
1 A01 12108
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:33 2017 Page 1
ID:16Vcy9lW4GRLV-Pwc6N7yxFBE-J4sGJVZW FX?ovbClk4a?9KOVWUN6GitVawldyBhTy
10-4-1 18-10-0 L'2
8-2-9 8-5-15 2-5-2
-
5x6 11 2x4 11 Dead Load Defl. 114 in
5 T-3
6
6x6 i:-
4x6�
4
5.00 r1-2
3
W3
3x6 11
2
Bi B Lij
O
IL!j 10 9 8 7
4x4= 3x6 11 2x4 11 4,6= 7x8
I 1-N=1a —10-4-1 i 80-
0 21-3-2
T 04 0 8-2-9 V15 2-5-2
Plate Offsets(X,Y)- 11:0-1-7,Edgel,[2:0-3-12,0-1-81,14:0-3-0,0-3-121,[7:0-4-0,0-4-81,[10:0-4-8,0-1-81
LOADING(pso SPACING- 2-0-0 CSL DEFL. in (loc) I/defi Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 7-9 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.40 7-9 >573 240
BCLL 0:0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.03 7 n1a n/a
BCDL 10.0 Code FBC2014/TP[2007 Matrix-MS Wind(LL) 0.13 7-9 >999 240 Weight:150 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 NOTES-
BOT CHORD 2x6 SP No.2 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
WEBS 2x4 SP No.3*Except* Vasd=139mph;TCDL=5.Opsf BCDL=5.Opsf,h=33ft;
W11:2x6 SP No.2 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
BRACING- cantilever left exposed;Lumber DOL=1.60 plate grip
TOP CHORD DOL=1.60
Structural wood sheathing directly applied or 4-11-7 oc 2)Provide adequate drainage to prevent water
purfins, except end verticals. ponding.
BOT CHORD 3)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 5-5-2 oc bracing. rotation about its center.
WEBS 4)This truss has been designed for a 10.0 psf bottom
I Row at midpt 4-7 chord live load nonconcurrent with any other live
MiTek recommends that Stabilizers and required loads.
cross bracing be installed during truss erection,in 5)*This truss has been designed for a live load of
accordance with Stabilizer Installationouide. 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
REACTIONS. (lb/size) bottom chord and any other members.
7 = 1038/Mechanical 6)Refer to girder(s)for truss to truss connections.
10 = 1288/0-8-0 (min.0-1-11) 7)Provide mechanical connection(by others)of truss
Max Horz to bearing plate capable of withstanding 1301 lb uplift
10 = 1087(LC 4) at joint 7 and 1488 lb uplift atjoint 10.
Max Uplift
7 = -1301(LC 4)
10 = -1488(LC 4) LOAD CASE(S)
Max Grav Standard
7 = 1281(LC 9)
10 = 1440(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1 166/420,2-3=-1 587/964,
3-4=11 374/992,4-5=-323/24
BOT CHORD
1-1 0=-542/1249,9-1 0=11 629/1532,
8-9=-1 629/1532,7-8=-1 629/1532
WEBS
2-1 0=-1 180/1405,4-9=0/389,
5-7=-678/842,4-7=1 447/1511
Job Truss Truss Type Qty Ply ,
68981 Al2A ATTIC 1 1 A0112109
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:34 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-nHQeWra8lZfsQ3AOrRbpYMt9nwINrlUOkEfbN8yBhTx 7
O-Q-0 13-9-6 - _�__lft14 18r1 D421-3-2
0 -6 10.1-6 3-8-0 4-7-8 0�5�2 2-5-2
5x6= 5x6=
5.00 12 6 7
8 Dead Load Defl.=5/16 in
3x6
6= 1
7x10 MT20HS-- 2x4 1117 .....T.,F�
4
5X8
3 W il>V6 �
NI `
6x6
N 1 2
12 11 10 9
4x63x8 II 7x6= 2x4 11 8x8
=
2-1-8
i 1-9-8 10-1-6 18-4-14 21-3-2 i
1-9-8 7-11-14 8-3-8 2-10-0
0-0-0
Plate Offsets(X Y)— [2:0-2-12 0-4-4] [3:0-5-0 Edge] [5:0-3-0 0-2-81 [6:0-4-0,0-1-41,[7:0-3-0,0-4-4],[9:Edge,0-4-121,[11:0-3-0,0-4-81,[12:0-4-12,0-1-8],[13:0-2-8,0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.27 10-11 >838 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.56 10-11 >404 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.4411-12 >520 240 Weight:165lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3*Except` 2-11=0/492,4-11=-47/267,
W1:2x6 SP No.2 10-13=-2511796,6-13=-931/1008,
BRACING- 5-13=-2992/2587,2-12=-1650/1582,
TOP CHORD 8-13=-2108/1943,9-13=-3408/2777
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals. NOTES-
BOT CHORD 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Rigid ceiling directly applied or 2-2-0 oc bracing. Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
WEBS Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
1 Row at midpt cantilever left exposed;Lumber DOL=1.60 plate grip
8-9,5-13,9-13 DOL=1.60
JOINTS 2)100.01b AC unit load placed on the top chord,
1 Brace at Jt(s):13 14-0-0 from left end,supported at two points,2-0-0
MiTek recommends that Stabilizers and required apart.
cross bracing be installed during truss erection,in 3)Provide adequate drainage to prevent water
accordance with Stabilizer Installation guide. ponding.
4)All plates are MT20 plates unless otherwise
REACTIONS. (lb/size) indicated.
9 = 1088/Mechanical 5)Plates checked for a plus or minus 0 degree
12 = 1338/0-8-0 (min.0-1-15) rotation about its center.
Max Horz 6)This truss has been designed for a 10.0 psf bottom
12 = 1087(LC 4) chord live load nonconcurrent with any other live
Max Uplift loads.
9 = -1227(LC 4) 7)'This truss has been designed for a live load of
12 = -1463(LC 4) 20.Opsf on the bottom chord in all areas where a
Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the
9 = 1569(LC 10) bottom chord and any other members.
12 = 1631(LC 10) 8)Bottom chord live load(30.0 psf)and additional
bottom chord dead load(0.0 psf)applied only to room.
FORCES. (lb) 10-11
Max.Comp./Max.Ten.-All forces 250(lb)or less except 9)Refer to girder(s)for truss to truss connections.
when shown. 10)Provide mechanical connection(by others)of truss
TOP CHORD to bearing plate capable of withstanding 1227 lb uplift
1-2=-633/148,2-3=-1552/534, at joint 9 and 1463 lb uplift at joint 12.
3-4=-1383/542,4-17=-1289/667, 11)ATTIC SPACE SHOWN IS DESIGNED AS
5-17=-1186/687,5-18=-1706/1606, UNINHABITABLE.
6-18=-1680/1757,6-7=-1283/1408,
7-8=-1457/1581,8-9=-1113/1221
BOT CHORD LOAD CASE(S)
1-12=-345/795,11-12=-1432/1079, Standard
10-11=-1164/1438,9-10=-1151/1412
WEBS
2-11=0/492,4-11=-47/267,
10-13=-251/796,6-13=-931/1008,
1
- Job Truss Truss Type Qly Ply
68981 A13 Half Hip 1 1 A0112110
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:35 2017 Page 1
I D:16Vcy919vi4GRLV_Pwc6N7yxF8E-FTzOkBanWsnj2DIbP8725aPLLKAOaF1 AytP8vayBhTw
0 -02-1-8 10-4-1 16-10-0 21-3-2
0 -62-1-8 8-2-9 fi-5-15 4-5-2
5x8% 2x4 II
Dead Load Defl.=1/4 in
5 6Ta
4x4 I I
5x6 4 \
5.00 12 w3
3
�j
i
3x6 11
2 �
0 10 g 8 14 15 7
3x8= 3x8 II 3x4=4x6 6x6=
i 1-9-8$1r8 10-4-1 16-10-0 21-3-2
1-9-80-4-0 8-2-9 6-5-15 4-5-2
Plate Offsets(X Y)— [2:0-3-12 0-1-8] [4:0-3-0 0-2-0] [7:0-3-0 0-4-81 [10:0-4-12 0-1-81
LOADING(psfi SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.19 7-9 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.44 7-9 >518 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.11 7-9 >999 240 Weight:146 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 NOTES-
BOT CHORD 2x6 SP No.2 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
WEBS 2x4 SP No.3*Except` Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Wl:2x6 SP No.2 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
BRACING- cantilever left exposed;Lumber DOL=1.60 plate grip
TOP CHORD DOL=1.60
Structural wood sheathing directly applied or 4-9-1 oc 2)Provide adequate drainage to prevent water
purlins, except end verticals. ponding.
BOT CHORD 3)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 5-84 oc bracing. rotation about its center.
WEBS 4)This truss has been designed for a 10.0 psf bottom
1 Row at midpt 5-9,5-7 chord live load nonconcurrent with any other live
MiTek recommends that Stabilizers and required loads.
cross bracing be installed during truss erection,in 5)'This truss has been designed for a live load of
accordance with Stabilizer Installation guide. 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
REACTIONS. (lb/size) bottom chord and any other members,with BCDL=
7 = 1037/Mechanical 10.0psf.
10 = 1289/0-8-0 (min.0-1-12) 6)Refer to girder(s)for truss to truss connections.
Max Horz 7)Provide mechanical connection(by others)of truss
10 = 972(LC 4) to bearing plate capable of withstanding 1238 lb uplift
Max Uplift at joint 7 and 1531 lb uplift at joint 10.
7 = -1238(LC 4)
10 = -1531(LC 4)
Max Grav LOAD CASE(S)
7 = 1360(LC 9) Standard
10 = 1484(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1191/415,2-3=-1669/1003,
3-4=-1521/1031,4-5=-1746/1499
BOT CHORD
1-10=-563/1309,9-10=-1535/1563,
8-9=-642/616,8-14=-642/616,
14-15=-642/616,7-15=-642/616
WEBS
2-10=-1327/1521,4-9=-813/1148,
5-9=-1327/1407,5-7=-1168/1246
Job Truss Truss Type Oty Ply
68981 A13A ATTIC 1 1
Job Reference(optional) A0112111
Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:35 2017 Page 1
ID:16Vcy919vi4GRLV Pwc6N7yxF8E-FTzOkBanWsnj2DIbP8725aPKVK5haAgAytP8vayBhTw +`
0-f�1-0 10-1-6 13-9-6 1fi-10-0 18-0-14, 21-3-2
0-0-6 10-1-6 3-8-0 3-0-10 1 1-6-1—
5x8= 3x6 11 5x6=
5.00 12 6 7 8 Dead Load Defl.=5116 in
x8= 1
2x4 11 18 9
7x10 MT20HS-- _._......14 ,
4
6x8 iI
3 2x4 if (; ,W8 •V
C� YiY!
6x6 i o 6
I
2 {.
In 1.i .Y
___....-- .
12 11 10 9
3x8 11 7x6= 2x4!' W=
4x6=
1-9-82,1r8 10-1-6 18-0-14 21-3-2
._...._—.—..!_._......................_...._;
1-9-80-'4'-0 7-11-14 8-3-8
Plate Offsets(X,Y)— [2:0-2-12 0-4-41 [3:0-5-0 Edge) [5:0-4-0 0-1-0) [6:0-5-0 0-2-12) 17:0-4-0 0-1-8) [9:Edge 0-4-8),[11:0-3-0,0-4-8],[12:0-4-12 0-1-81,[13:0-2-8,0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.27 10-11 >851 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.56 10-11 >409 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.43 11-12 >530 240 Weight:166 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3*Except* 2-11=0/502,4-11=-47/274,
W11:2x6 SP No.2 10-13=-247/792,7-13=-559/573,
BRACING- 5-14=-2923/2471,13-14=-2904/2455,
TOP CHORD 2-12=-1657/1617,8-13=-2523/2318,
Structural wood sheathing directly applied or 2-2-0 oc 9-13=-3337/2646,6-14=-252/298,
purlins, except end verticals. 6-13=-1064/1014
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES-
WEBS 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
1 Row at midpt 8-9,9-13 Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
JOINTS Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
1 Brace at Jt(s):14 cantilever left exposed;Lumber DOL=1.60 plate grip
MiTek recommends that Stabilizers and required DOL=1.60
cross bracing be installed during truss erection,in 2)100.01b AC unit load placed on the top chord,
accordance with Stabilizer Installation guide. 14-0-0 from left end,supported at two points,2-0-0
apart.
REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water
9 = 1089/Mechanical ponding.
12 = 1338/0-8-0 (min.0-1-15) 4)All plates are MT20 plates unless otherwise
Max Horz indicated.
12 = 972(LC 4) 5)Plates checked for a plus or minus 0 degree
Max Uplift rotation about its center.
9 = -1165(LC 4) 6)This truss has been designed for a 10.0 psf bottom
12 = -1505(LC 4) chord live load nonconcurrent with any other live
Max Grav loads.
9 = 1545(LC 10) 7).This truss has been designed for a live load of
12 = 1640(LC 10) 20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
FORCES. (lb) bottom chord and any other members.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Bottom chord live load(30.0 psf)and additional
when shown. bottom chord dead load(0.0 pst)applied only to room.
TOP CHORD 10-11
1-2=-633/162,2-3=-1577/626, 9)Refer to girder(s)for truss to truss connections.
3-4=-1409/634,4-18=-1315/762, 10)Provide mechanical connection(by others)of truss
5-18=-1212/782,5-19=-1476/1479, to bearing plate capable of withstanding 1165 lb uplift
6-19=-1450/1590,6-7=-2067/2255, at joint 9 and 1505 lb uplift at joint 12.
7-8=-2042/2223,8-9=-1044/1165 11)ATTIC SPACE SHOWN IS DESIGNED AS
BOT CHORD UNINHABITABLE.
1-12=-358/793,11-12=-1330/1047,
10-11=-1135/1432,9-10=-1125/1417
WEBS LOAD CASE(S)
2-11=0/502,4-11=-47/274, Standard
10-13=-247f792,7-13=-559/573,
5-14=-2923/2471,13-14=-2904/2455,
Job Truss Truss Type Qty
68981 A14 Half Hip A01 12112�PI.Y Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:36 2017 Page 1
ID:16Vcy919vi4GRLV—Pwc6N7yxF8E-jfXOxWbPHAwafMKnzseHdnyWSjXyJkIJBX8hRlyBhTv
10-4-1 4 100 21-3-2
0- N-8 1 W'�
8-2-9 4
5x8= 2x4 II Dead Load Defl.=114 in
5 6
T-3
2X4 11
5x6!.,-
5.00 V2
3 w W4
C�
3x6 11
2
J
E
..........
8 14 15
10 7
3x8 11 U4= 4x6= 6x6
3x8
10-4-1 4 T 0 21-3-2
11112 1�0410 8-2-9 1 5 6-5-2
Plate Offsets(X,Y)— [2:0-3-13,0-1-8],14:0-3-0,0-0-01,[7:0-3-0,0-4-8],[10:04-12,0-1-81
LOADING(pst) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.16 7-9 >999 360 MT20 244/19.0
TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.40 7-9 >568 240
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.10 7-9 >999 240 Weight:142 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 NOTES-
BOT CHORD 2x6 SP No.2 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
WEBS 2x4 SP No.3*Except* Vasd=139mph;TCDL=5.Opsf,BCDL=5.Bpsf;h=33ft;
WI:2x6 SP No.2 Cat.11;Exp.D;Encl.,GCpi=0.18;C-C Exterior(2);
BRACING- cantilever left exposed;Lumber DOL=1.60 plate grip
TOP CHORD DOL=1.60
Structural wood sheathing directly applied or 4-8-10 oc 2)Provide adequate drainage to prevent water
purlins, except end verticals. ponding.
BOT CHORD 3)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 5-10-11 oc bracing. rotation about its center.
WEBS 4)This truss has been designed for a 10.0 psf bottom
5-7
1 Row at midpt 5-9, chord live load nonconcurrent with any other live
MiTek recommends that Stabilizers and required loads.
cross bracing be installed during truss erection,in 5)*This truss has been designed for a live load of
accordance with Stabilizer Installation nuide. 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
REACTIONS. (lb/size) bottom chord and any other members,with BCDL
7 = 1037/Mechanical 10.0psf.
10 = 128910-8-0 (min.0-1-12) 6)Refer to girder(s)for truss to truss connections.
Max Horz 7)Provide mechanical connection(by others)of truss
10 = 857(LC 4) to bearing plate capable of withstanding 1183 lb uplift
Max Uplift at joint 7 and 1566 lb uplift at joint 10.
7 = -1183(LC 4)
10 = -1566(LC 4)
Max Grav LOAD CASE(S)
7 = 1313(LC 9) Standard
10 = 1491(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1 164/433,2-3=-1 659/1048,
3-4=-1511/1076,4-5=-1679/1469,
6-7=-304/346
BOT CHORD
1-10=-596/1293,9-10=-1453/1517,
8-9=-877/878,8-14=-877/878,
14-15=-877/878,7-15=-877/878
WEBS
2-1 0=-1 372/1591,4-9=-664/972,
5-9=-994/1102,5-7=-1210/1228
Job Truss Truss Type Qty Ply
68981 A14A ATTIC 1 1 Job A0112113
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:36 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-jfXOxWbPHAwafMKnzseHdnyVTjUDJgIJBX8hR1yBhTv
O-Q-0 10-1-6 13-9-6 14-10-p 18-0-14 21-3-2
O- -6 10-1-6 3-8-0 -0-1 3-6- 44 2-10-4
5x6 3x6 11 7x6=
5.00 12 z10 g
Dead Load Defl.=5116 in
= 7
- T
2x4 II 18 14 8
7x10 MT20HS� 4
2x4 II 5;10
3
N W6
N
6x6 i o
2 W7M
8-0-0
IA, B2
in 1
�i
12 11 10 9
44_ 3x8 11 7x6= 3x6 I I 7x6=
1 1-9-8 2�1 r8 10-1-6 18-4-14 21-3-2
1-9 80-4-0 7-11-14 8-3-8 2-10-4
—i
Plate Offsets(X,Y)- [2:0-2-12,0-4-4],[3:0-5-0,Edge],[5:0-5-0,0-0-8],[6:0-3-8,0-3-0],[7:0-4-0,0-1-8],[8:0-3-0,0-4-0],[9:0-3-0,0-4-8],[10:0-3-12,0-1-8],[11:0-3-0,0-4-81,
[12:0-4-12,0-1-81,[13:0-4-8,0-1-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.26 11 >868 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.59 11-12 >383 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.4811-12 >474 240 Weight:159Ib FT=0
LUMBER-
TOP CHORD 2x6 SP 240OF 2.OE*Except*
T1:2x6 SP No.2 WEBS
BOT CHORD 2x6 SP 240OF 2.OE*Except* 2-11=0/439,4-11=-135/386,
B1:2x6 SP No.2 10-13=-459/1033,7-13=-1427/1372,
WEBS 2x4 SP No.3*Except` 5-14=-3356/2867,13-14=-3324/2841,
W4:2x4 SP No.2,W1:2x6 SP No.2 2-12=-1515/1522,8-13=-2236/2066,
BRACING- 9-13=-3221/2494
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc NOTES-
purlins, except end verticals. 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
BOT CHORD Vasd=139mph;TCDL=5.Opst BCDL=5.Opsf;h=33ft;
Rigid ceiling directly applied or4-7-13 oc bracing. Cat.II;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
WEBS cantilever left exposed;Lumber DOL=1.60 plate grip
1 Row at midpt 5-13,9-13 DOL=1.60
MiTek recommends that Stabilizers and required 2)100.01b AC unit load placed on the top chord,
cross bracing be installed during truss erection,in 14-0-0 from left end,supported at two points,2-0-0
accordance with Stabilizer Installation guide. apart.
3)Provide adequate drainage to prevent water
REACTIONS. (lb/size) ponding.
9 = 1087/Mechanical 4)All plates are MT20 plates unless otherwise
12 = 1339/0-8-0 (min.0-1-15) indicated.
Max Horz 5)Plates checked for a plus or minus 0 degree
12 = 857(LC 4) rotation about its center.
Max Uplift 6)This truss has been designed for a 10.0 psf bottom
9 = -1109(LC 4) chord live load nonconcurrent with any other live
12 = -1540(LC 4) loads.
Max Grav 7).This truss has been designed for a live load of
9 = 1523(LC 10) 20.0psf on the bottom chord in all areas where a
12 = 1648(LC 10) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
FORCES. (lb) 8)Bottom chord live load(30.0 psf)and additional
Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord dead load(0.0 psf)applied only to room.
when shown. 10-11
TOP CHORD 9)Refer to girder(s)for truss to truss connections.
1-2=-696/219,2-3=-1523/643, 10)Provide mechanical connection(by others)of truss
3-4=-1358/651,4-18=-1311/826, to bearing plate capable of withstanding 1109 lb uplift
5-18=-1208/846,5-6=-1759/1895, at joint 9 and 1540 lb uplift at joint 12.
6-7=-1795/1963,7-8=-2008/2173, 11)ATTIC SPACE SHOWN IS DESIGNED AS
8-9=-837/946 UNINHABITABLE.
BOT CHORD
1-12=-382/820,11-12=-1239/1044,
10-11=-104611361,9-10=-1021/1318 LOAD CASE(S)
WEBS Standard
2-11=0/439,4-11=-135/386,
10-13=-459/1033,7-13=-1427/1372,
Job Truss Truss Type Qty Ply 68981 A15 Half Hip 1 1 A01 12114 Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:37 2017 Page 11
ID:16Vcy9l9vi4GRLV—Pwc6N7yxF8E-Bs5m8scl2U2QHWVZXZ9WA?Vhr7sf28oTQBuF_TyBhTu
0-00 2- L
1-8 10-4-1 -1 10 21-3-2
0-6-6 2-1 �
-8 8-2-9 2 8-5-2
5x8 4x6 11 Dead Load Defl.=1/4 in
4 6
2A 11 T2
6.00 f-12 3
W4
3x6 11
V!
2
1:1.1 8 7 13 14
3x8= 3x8 II 3x4= 4x6= 6x6::=
1-9- 1 8 10-4-1 2 0 21-3-2
_9_8 04_0� 8-2-9 1_1 8-5-2
Plate Offsets(X,Y)— [2:0-5-0,0-1-3],[5:Edge,0-3-8],[6:0-3-0,0-4-8],[9:0-4-12,0-1-81
LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.13 6-8 >999 360 MT20 244/190
TODL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.36 6-8 >626 240
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.'02 6 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-MS Wind(LL) 0.10 6-8 >999 240 Weight:140 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 2)Wind:ASCE 7-10;Vult=1 80mph(3-second gust)
BOT CHORD 2x6 SP No.2 Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
WEBS 2x4 SP No.3*Except* Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
W1:2x6 SP No.2 cantilever left exposed;Lumber DOL=1.60 plate grip
BRACING- DOL=1.60
TOP CHORD 3)Provide adequate drainage to prevent water
Structural wood sheathing directly applied or 4-9-1 oc ponding.
purlins, except end verticals. 4)Plates checked for a plus or minus 0 degree
BOT CHORD rotation about its center.
Rigid ceiling directly applied or 6-0-5 oc bracing. 5)This truss has been designed for a 10.0 psf bottom
WEBS chord live load nonconcurrent with any other live
I Row at midpt 4-6 loads.
MiTek recommends that Stabilizers and required 6)*This truss has been designed for a live load of
cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a
accordance with Stabilizer Installation quide- rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,with BCDL
REACTIONS. (lb/size) 10.Opsf.
6 = 1037/Mechanical 7)Refer to girder(s)for truss to truss connections.
9 = 1289/0-8-0 (min.0-1-12) 8)Provide mechanical connection(by others)of truss
Max Horz to bearing plate capable of withstanding 1135 lb uplift
9 = 742(LC 4) at joint 6 and 1594 lb uplift at joint 9.
Max Uplift
6 = -1135(LC 4)
9 = -1594(LC 4) LOAD CASE(S)
Max Grav Standard
6 = 1265(LC 9)
9 = 1492(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1 145/471,2-3=-1 641/1124,
3-4=-1 589/1435,5-6=4021457
BOTCHORD
1-9=-637/1275,8-9=-1 379/1469,
7-8=-1 100/1150,7-13=-1 100/1150,
13-14=-1 100/1150,6-14=-11 10011150
WEBS
2-9=-1374/1617,3-8=-479t778,
4-8=-673t767,4-6=-1 330/1285
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
Job Truss Truss Type Qty Ply
68981 A15A ATTIC 1 1 A0112115
Job Reference o [ional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:38 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-g2f9MCdfpnAHvgUA4HgliCltzXAWnYmcerdoWvyBhTt 4
0-Q-0 10-1-6 11-9-6 12-10-0 18-4-14 21-3-2
0-19-6 10-1-6 1 8-0 0-1 5-6-14 2-10-4
5x6 3x6 11 6x6=
Dead Load Defl.=5/16 in
3x8= 6 7
2x4 II 4
5.00 12 3
8
13
2x4 11 x1
W6
y
6x6 v
2 \`'t
8-0-0
u'1
11 10 9 8
4x6— 3x8 II 7x6— 3x6 II 6x6--
1-9-8 2,1r8 10-1-6 18-4-14 21-3-2
1-9 8 O 4 0 7-11-14 8-3-8 2-10-4 -
Plate Offsets(X,Y)— [2:0-2-12,0-4-0],[4:0-0-1,0-14],[5:0-3-0,0-3-0],[6:04-0,0-1-8],[7:0-3-0,0-4-0],[8:0-3-0,04-8],[9:0-3-12,0-1-8],[10:0-3-0,0-4-8],[11:04-12,0-1-8],
[12:0-4-8,0-1-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.22 10 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.52 10-11 >439 240
BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.41 10-11 >550 240 Weight:158 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2*Except*
T2:2x6 SP 240OF 2.0E WEBS
BOT CHORD 2x6 SP No.2*Except* 2-10=-22/607,3-10=-155/403,
B2:2x6 SP 240OF 2.0E 9-12=462/1048,6-12=-1432/1332,
WEBS 2x4 SP No.3*Except* 4-13=-2295/1983,12-13=-2286/1974,
W1:2x6 SP No.2 2-11=-1462/1507,7-12=-1094/1144,
BRACING- 8-12=-3065/2304
TOP CHORD
Structural wood sheathing directly applied or 4-6-12 cc NOTES-
purlins, except end verticals. 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
BOT CHORD Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Rigid ceiling directly applied or 5-3-5 cc bracing. Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
WEBS cantilever left exposed;Lumber DOL=1.60 plate grip
1 Row at midpt 8-12 DOL=1.60
2 Rows at 1/3 pts 4-12 2)100.01b AC unit load placed on the top chord,
MiTek recommends that Stabilizers and required 14-0-0 from left end,supported at two points,2-0-0
cross bracing be installed during truss erection,in apart.
accordance with Stabilizer Installation guide. 3)Provide adequate drainage to prevent water
ponding.
REACTIONS. (lb/size) 4)Plates checked for a plus or minus 0 degree .
8 = 1088/Mechanical rotation about its center.
11 = 1338/0-8-0 (min.0-1-15) 5)This truss has been designed for a 10.0 psf bottom
Max Horz chord live load nonconcurrent with any other live
11 = 742(LC 4) loads.
Max Uplift 6)*This truss has been designed for a live load of
8 = -1063(LC 4) 20.Opsf on the bottom chord in all areas where a
11 = -1566(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Grav bottom chord and any other members.
8 = 1506(LC 10) 7)Bottom chord live load(30.0 psf)and additional
11 = 1649(LC 10) bottom chord dead load(0.0 psf)applied only to room.
9-10
FORCES. (lb) 8)Refer to girder(s)for truss to truss connections.
Max.Comp./Max.Ten.-All forces 250(lb)or,less except 9)Provide mechanical connection(by others)of truss
when shown. to bearing plate capable of withstanding 1063 lb uplift
TOP CHORD at joint 8 and 1566 lb uplift at joint 11.
1-2=-631/177,2-3=-1640/804, 10)ATTIC SPACE SHOWN IS DESIGNED AS
3-4=-1438/979,4-5=-833/742, UNINHABITABLE.
5-17=-880/818,6-17=-880/818,
6-7=-1116/1069,7-8=640/721
BOT CHORD LOAD CASE(S)
1-11=-316/724,10-11=-1059/918, Standard
9-10=-1095/1468,8-9=-1068/1421
WEBS
2-10=-22/607,3-10=-155/403,
9-12=462/1048,6-12=-1432/1332,
Job Truss Truss Type Qty Ply
68981 A16 Common 2 1 A0112116
Job Reference o tional
` Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:38 2017 Page 1
I D:16Vcy919vi4GRLV_Pwc6N7yxF8E-g2f9MCdfpnAHvgUA4HgliC1 q 1 XB2nYDcerdoWvyBhTt
0-Q-0 7-7-7 11-9-8 15-11-8 21-3-2
0 -6 7-7-7 4-2-1 4-2-0 5-3-10
5x6=
Dead Load Defl.=1/8 in
4
5.00 rf2
2x4,� 4x4
3 5
Ci
3x6 11 3x4 11
6
2 2
1
..........................
.' ......
9• 8 7
4x6= 3x8 11 6x8= 6x6==
1-9-8 2r110 11-9-8 21-3-2
1-9-8 0 4-0 9-8-0 9-5-10
Plate Offsets(X,Y)— [2:0-3-12,0-1-8),15:0-1-12,0-2-01,[7:0-3-0,0-4-4),[8:04-0,04-8),[9:04A2,0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.07 7-8 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.18 7-8 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(TL) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.12 7-8 >999 240 Weight:138lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
BOT CHORD 2x6 SP No.2 Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
WEBS 2x4 SP No.3*Except* Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
W1,W5:2x6 SP No.2 cantilever left exposed;Lumber DOL=1.60 plate grip
BRACING- DOL=1.60
TOP CHORD 3)Plates checked for a plus or minus 0 degree
Structural wood sheathing directly applied or 2-2-0 oc rotation about its center.
purlins, except end verticals. 4)This truss has been designed for a 10.0 psf bottom
BOT CHORD chord live load nonconcurrent with any other live
Rigid ceiling directly applied or 5-11-10 oc bracing. loads.
MiTek recommends that Stabilizers and required 5)*This truss has been designed for a live load of
cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a
accordance with Stabilizer Installation uide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
REACTIONS. (lb/size) 6)Refer to girder(s)for truss to truss connections.
9 = 1284/0-8-0 (min.0-1-12) 7)Provide mechanical connection(by others)of truss
7 = 1033/Mechanical to bearing plate capable of withstanding 1706 lb uplift
Max Horz at joint 9 and 1096 lb uplift at joint 7.
9 = 148(LC 4)
Max Uplift
9 1706(LC 4) LOAD CASE(S)
7 = -1096(LC 4) Standard
Max Grav
9 = 1494(LC 9)
7 = 1233(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1252/871,2-3=-1689/1498,
34=-1362/1276,4-5=-1402/1310,
5-6=-412/389,6-7=-408/454
BOT CHORD
1-9=-1015/1342,8-9=-1164/1380,
7-8=-1208/1371
WEBS
3-8=-310/464,4-8=-389/483,
2-9=-1219/1582,5-8=-303/526,
5-7=-1307/1190
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
Job Truss Truss Type Qty Ply
68981 A17 Hip 2 1 A0112117
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:39 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8 E-8EDXZYdHa518Wg3Me_B_FQa?IxYDW_omtVNM2MyBhTs
O-Q-0 10-6-0 13-1-0 15-9-5 21 3 2
0-(1-0 10-6-0 2-7-0 2-8-5 5-5-13
5x6= 5x6=
Dead Load Defl.=1/16 in
3 4
5.00 12 4x4
5
� rn
3x4 ii
3x6 I I 6 d
2 3 ` \.......
..
1 i
2-"
l�
.11 10 9 6 7
4x6= 3x8 11 2x4 11 5x6= 4x4= 6x6=
1-9-8 2 1 8 10-6-0 13-1-0 21-3-2
1-9-8 0 4-0 8 4-8 2-7-0 8-2-2
Plate Offsets(X,Y)— [2:0-4-0,0-1-8) [6:0-3-6 0-1-8) [7:0-3-0 0-4-8) [11:04-12 0-1-8)
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.07 7-8 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.15 7-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.08 10 >999 240 Weight:134 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 2 Wind:ASCE 7-10;Vult=180m h(3-second gust)
WEBS 2x4 SP No.3*Except* p
BOB CHORD 2x6 SP No.2 Vasd=139m h TCDL=5.Opsf;BCDL=5.Opsf;h33ft;
W1,W5:2x6 SP No.2 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
BRACING- cantilever left exposed;Lumber DOL=1.60 plate grip
TOP CHORD DOL=1.60
Structural wood sheathing directly applied or 2-2-0 oc 3)Provide adequate drainage to prevent water
purlins, except end verticals. ponding.
BOT CHORD 4)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 6-8-9 oc bracing. rotation about its center.
5)This truss has been designed for a 10.0 psf bottom
MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live
cross bracing be installed during truss erection,in loads.
accordance with Stabilizer Installation guide. 6)*This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
11 = 1286/0-8-0 (min.0-1-13) bottom chord and any other members,with BCDL=
7 = 1031/Mechanical 10.Opsf.
Max Horz 7)Refer to girder(s)for truss to truss connections.
11 = 148(LC 4) 8)Provide mechanical connection(by others)of truss
Max Uplift to bearing plate capable of withstanding 1698 lb uplift
71 = -1078(LC 4) atjoint 11 and 1078 lb uplift at joint 7.
Max Grav
11 = 1520(LC 9) LOAD CASE(S)
7 = 1256(LC 9) Standard
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1125/578,2-3=-1609/1289,
3-4=-1400/1371,4-5=-1542/1417,
5-6=-402/376,6-7=-419/468
BOT CHORD
1-11=-769/1241,10-11=-918/1280,
9-10=-911/1280,8-9=-911/1280,
7-8=-1193/1426
WEBS
4-8=-364/398,2-11=-1338/1761,
5-8=-261/440,5-7=-1387/1193
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
Job Truss Truss Type Qty Ply
68981 A18 Hip 2 1
Job Reference(optional) A0112118
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:39 2017 Page 1
ID:16Vcy9I9vi4GRLV_Pwc6N7yxF8E-8EDXZYdHa518Wg3Me_B_FQal6xVYW3omtVN M2MyBhTs
8-6-0 15-1-0 21-1-8
0 -6 2-11 6-4-8 6-7-0 6-0-8
5x8= Dead Load Defl.=118 in
Sx6
3 4
5.00 12
Z"W
=
=3x6 II 7
v
2
ao
LS
Im
e e 9 8 7 6
_ 10 _
4xfi Sx6
3x6 11 2x4 II 4x8= 3x4 11
1-9 8 2H8 8-6-0 15-1-0 21-1-8
1-6-8 1 6-4-8 6-7-0 i 6-0-8
Plate Offsets(X Y)— [1:0-2-7 0-0-41 [2:0-3-12 0-1-71 [3:0-5-0 0-2-121 [5:0-1-8,0-2-41,[10:04-8,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.08 7-9 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.18 7-9 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.02 15 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.12 7-9 >999 240 Weight:133 lb FT=0
LUMBER-
TOP CHORD 2x6 SP No.2 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
BOT CHORD 2x6 SP No.2 Vasd=139mph;TCDL=5.Opsf;BCDL=5.0psf;h=33ft;
WEBS 2x4 SP No.3*Except* Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
W1:2x6 SP No.2 cantilever left exposed;Lumber DOL=1.60 plate grip
OTHERS 2x4 SP No.3 DOL=1.60
BRACING- 3)Provide adequate drainage to prevent water
TOP CHORD ponding.
Structural wood sheathing directly applied or 4-11-14 oc 4)Plates checked for a plus or minus 0 degree
purlins, except end verticals. rotation about its center.
BOT CHORD 5)This truss has been designed for a 10.0 psf bottom
Rigid ceiling directly applied or 6-3-14 oc bracing. chord live load nonconcurrent with any other live
MiTek recommends that Stabilizers and required loads.
cross bracing be installed during truss erection,in 6)'This truss has been designed for a live load of
accordance with Stabilizer Installation guide. 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
REACTIONS. (lb/size) bottom chord and any other members.
10 = 1282/0-8-0 (min.0-1-12) 7)Bearing atjoint(s)15 considers parallel to grain
15 = 997/0-3-0 (min.0-1-8) value using ANSI/TPI 1 angle to grain formula.
Max Horz Building designer should verify capacity of bearing
10 = 168(LC 4) surface.
Max Uplift 8)Provide mechanical connection(by others)of truss
10 = -1674(LC 4) to bearing plate capable of withstanding 1674 lb uplift
15 = -1023(LC 4) at joint 10 and 1023 lb uplift at joint 15.
Max Grav
10 = 1468(LC 9)
15 = 1164(LC 9) LOAD CASE(S)
Standard
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-12211777,2-3=-1 602/133 1,
34=-1466/1433.4-5=1627/1403
BOT CHORD
1-10=-864/1271,9-10=-1032/1315,
8-9=-102311313,7-8=-102311313,
6-7=-419/448
WEBS
2-10=-1072/1373,5-7=-726/963,
5-15=-1258/1116
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
Job Truss Truss Type Qty Ply
68981 A19 Hip 2 1 A0112119
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:40 2017 Page 1
ID:I6Vcy9l9vi4GRLV Pwc6N7yxF8E-cRnvnuevLPQ?8_dYCiiDod7EQLgcFYNv696vaoyBhTr
0-Q-0 2-1-8 7-0-0 11-9-8 16-7-0 21-1-8
0- -0 2-1-8 4-10-8 4-9-8 i 4-9-8 i 4-6-8
5x8= 2x4 11 5x8= Dead Load Defl.=1/8 in
3 4 5
5.00 F12
3x6=
5x8=
3x6 11 6
2 3 n
m
1 16
Io
�11�II 10 9 8 7
4x6= 3x6 2x4 II 6x8= 4x4= 3x4 11
1-9-8 2f1 8 7-0-0 11-9-8 16-7-0 21-1-8
1-9-8 0 0 4-10-8 4-9-8 4-9-8 4-6-8
Plate Offsets(X,Y)— [1:0-2-7,0-0-41,[2:04-7,0-1-51,[3:0-5-0,0-2-121,[5:0-5-0 0-2-121 [6:0-1-8 0-1-12) [9:0-4-0 0-4-8] [11:04-8 0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 9-10 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.18 9-10 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.02 16 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.12 9-10 >999 240 Weight:138 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 NOTES-
BOT CHORD 2x6 SP No.2 1)Unbalanced roof live loads have been considered
W
WEBS 2x4 SP ,SP No.2`Except' for this design.
2)Wind:ASCE 7-10;Vult=180mph(3-second gust
OTHERS 2x44 2x6 SP No.3 Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
BRACING-TOP CHORD Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);Structural woad sheathing directly applied or 5-0-11 oc cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
BOT CHORD
purT except end verticals. 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 6-3-1 oc bracin ponding.
g. 4)Plates checked for a plus or minus 0 degree
MiTek recommends that Stabilizers and requi7redrotation about its center.
cross bracing be installed during truss erectio5)This truss has been designed for a 10.0 psf bottom
accordance with Stabilizer Installation uide. chord live load nonconcurrent with any other live
loads.
REACTIONS. (lb/size) 6)'This truss has been designed for a live load of
11 = 1283/0-8-0 (min.0-1-12) 20.Opsf on the bottom chord in all areas where a
16 = 996/0-3-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Horz bottom chord and any other members.
11 = 168(LC 4) 7)Bearing atjoint(s)16 considers parallel to grain
Max Uplift value using ANSI/TPI 1 angle to grain formula.
11 = -1660(LC 4) Building designer should verify capacity of bearing
16 = -1007(LC 4) surface.
Max Grav 8)Provide mechanical connection(by others)of truss
11 = 1458(LC 9) to bearing plate capable of withstanding 1660 lb uplift
16 = 1152(LC 9) at joint 11 and 1007lb uplift at joint 16.
FORCES, (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)
when shown. Standard
TOP CHORD
1-2=-1204/786,2-3=-1536/1252,
3-4=-1941/1799,4-5=-1941/1799,
5-6=-1539/1331
BOT CHORD
1-11=-822/1223,10-11=-990/1267,
9-10=-977/1260,8-9=-1088/1323,
7-8=-356/392
WEBS
2-11=-943/1164,3-1 0=-1 54/292,
3-9=-692/733,4-9=-570/638,
5-9=-560/658,5-8=-237/317,
6-8=-782/987,6-16=-1232/1082
Job Truss Truss Type Qty Ply
68981 A20G Roof Special Girder 2 1 A0112120
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:42 2017 Page 1
I D:16 V cy919vi4G RLV_Pwc6 N7yxF8 E-YpvfCagAtOgj NH nxJ71ht2Ca p 8c-jOzCZTbOfgyBhTp
0- -0 2-1 8 5-0-0 10-4-0 11-9-8 13-3-0 18-7-0 21-1-8
0- 6 2-11 2-10-8 5-4-0 1-5-8 1-5-8 54-0
Dead Load Defl.=1/16 in
5x8=
5x8= 5x6 11 i
23 5 24 &A 1l 5x8=
5.00 12 6 3x6=
5x8=
4x4 25
8
2 4 u
p N
1 20 n m
1�
0
e e
e • 14 27 28 13 29 12 30 11 31 32 10 9 '
15
4x6= 3x8 11 4x4= 4x8= Sx6= 4x8= 4x4= 3x4 11
1-9 8 7�1�8 5-0-0 10-4-0 13-3-0 , 18-7-0 21-1-8
1-9-5 O-4-0 2-10-8 5-4-0 2-11-0 5-4-0 2-6-8
Plate Offsets(X Y)- [1:0-2-7 0-0-4] [2:0-0-12 0-1-8] [3:0-5-0 0-2-12] [7:0-5-0 0-2-12] [8:0-1-8 0-1-12],[15:0-4-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.08 11-13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 11-13 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.02 20 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.13 11-13 >999 240 Weight:147lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 BOT CHORD 9) sufficient
or other connection device(s)shall be
* providedvided sufficient to support concentrated load(s)570
WEBS 2x4 SP No.3 Except* 1-15=-140/517,14-15=-113/349,
269
WI:2x6 SP No.2 14-27=-1161/1680,27-28=-1161/1680, lb down and 12, lb up at 5n an 244 lb down and -12
OTHERS 2x4 SP No.3 13-28=-1161/1680,13-29=-1958/2401, lb up at down
an,221 lb down and 0-1 lb up at 9-wn
BRACING- 12-29=-1958/2401,12-30=-1958/2401, and lb down and 12-lb up 1 11 own and
lb down
at
TOP CHORD 11-30=-1958/2401,11-31=-1259/1546, and-4, lb up at 12-6-4,and lb down and 16- lb up a d
Structural wood sheathing directly applied or 3-10-14 oc 31-32=-1259/1546,10-32=-1259/1546, 149 lb and an lb down and 269 lb up at p chord,
4,and
purlins, except end verticals. 9-10=-327/395 and lb down and and lb up at at 5- -0 top chard,
BOT CHORD WEBS and 204 lb down and 187 lb up at 5-0-0,38 lb down
Rigid ceiling directly applied or 5-2-11 oc bracing. 3-14=-382/493,3-13=-1321/1341, and n lb 1- - 7-08 lb 20 lb down-6 9-20 Ito 18 lb
4-13=-1495/1466,5-13=-1036/1230, down at and
38 2, o lb down l 1 pat 20 Ito down at
MiTek recommends that Stabilizers and required 14-fi-4,and 38 lb down and 47 lb up at 16-6-4,and
cross bracing be installed during truss erection,in 5-11=-1055/1129,6-11=-1466/1462, 135 lb down and 121 lb up at 18-6 4 on bottom chord.
accordance with Stabilizer Installation guide. 7-11=-1225/1434,7-10=-515/588, The design/selection of such connection device(s)is
8-10=-1125/1373,2-14=-1472/1786, the responsibility of others.
REACTIONS. (lb/size) 2-15=-1582/1495,8-20=-1510/1250 10)In the LOAD CASE(S)section,loads applied to the
15 = 1267/0-8-0 (min.0-2-1) face of the truss are noted as front(F)or back(B).
20 = 1044/0-3-0 (min.0-1-8) NOTES-
Max Horz 1)Unbalanced roof live loads have been considered
for this design.
= 168(LC 4) 2)Wind:ASCE 7-10;Vult=180mph(3-second gust) LOAD CASE(S)
MaxM Uplift Standard
O f O DL=5 T Vasd=139mph; C . ps,BCDL=5. psf;h=33ft;
15 = -1767(LC 4) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
20 Cat.II;.Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
av 1182(LC 4) can U
cantilever left exposed;Lumber DOL=1.60 plate grip Plate Increase=1.25
MaxM Grniform Loads(plf)
L=1.60
15 = 1756(LC 26) DO Vert:1-3=-90,3-4=-90,4-5=-90,5-6=90,6-7=-90,
20 = 1427(LC 26) 3)Provide adequate drainage to prevent water 7-8=-90,9-17=-20
ponding. Concentrated Loads(lb)
FORCES. (lb) 4)Plates checked for a plus or minus 0 degree Vert:3=74(F)14=79(F)10=47(F)21=-32(F)
Max.Comp./Max.Ten.-All forces 250(lb)or less except rotation about its center. 22=-39(F)25=-39(F)26=-32(F)27=-18(F)28=-12(F)
when shown. 5)This truss has been designed for a 10.0 psf bottom 29=-14(F)30=-14(F)31=-12(F)32=-18(F)
TOP CHORD chord live load nonconcurrent with any other live
1-2=-530/177,2-3=-1902/1340, loads.
3-21=-2946/2499,21-22=-2946/2499, 6)*This truss has been designed for a live load of
4-22=-2946/2499,4-23=-3267/2819, 20.Opsf on the bottom chord in all areas where a
5-23=-3234/2822,5-24=-3179/2831, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
6-24=-3211/2829,6-25=-2897/2509, bottom chord and any other members.
25-26=-2897/2509,7-26=-2897/2509, 7)Bearing at joint(s)20 considers parallel to grain
7-8=-1726/1441 value using ANSI/TPI 1 angle to grain formula.
BOT CHORD Building designer should verify capacity of bearing
1-1 5=-1 40/517,14-15=-113/349, surface.
14-27=-1161/1680,27-28=-1161/1680, 8)Provide mechanical connection(by others)of truss
13-28=-116111680,13-29=-1958/2401, to bearing plate capable of withstanding 1767 lb uplift
12-29=-1958/2401,12-30=-1958/2401, at joint 15 and 1182 lb uplift at joint 20.
11-30=-1958/2401,11-31=-1259/1546,
31-32=-1259/1546,10-32=-1259/1546,
9-10=-327/395
Job Truss Truss Type Qty Ply
TJob
68981 B01G Hip Girder 1 A0112121
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:43 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6 N7yxF8E-OOS2PwgodKoa?RM7tgGwPGlnuYpiS rgLo7LZB7yBhTo
4-6-14 9-5-10 14-5-0 19-4-6 25-10-12 33-0-5
4 6-14 4-10-12 4-11-6 4-11-6 6-6-6
5.00 F12 5x8= 3x6 11 5x8=
3 4 Dead Load Defl.=3/16 in
5
5 x6K2 5x6
5x6 6
1
5x8
6 7 m
W1A
9 m
17 18 19 20 21 23 24 25 12 26 2728 29 30 10 31 32 33 34 35
16 15 14 13 11 9 8
4x8 11 6x6= 6x6= 5x6= 6x6= 6x6= 6x6= 4x8 11
6x8=
4 6-14 9-5-10 14-5-0 , 19-4-6 25-10-12 33-0-5
4_-14 4-10-12 4-11-fi 4-11-6 6-6-fi 7-1-9
Plate Offsets(X,Y)- [1:0-2-0,0-2-8],[3:0-5-0,0-2-12],[5:0-5-0,0-2-12],[8:0-4-12,0-3-2],[9:0-2-8,0-4-4],[11:0-3-0,044],[13:0-4-0,0-4-4],[14:0-3-0,0-3-12],[15:0-3-0,0-3-12],
rl6:0-4-12,0-1-21
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.25 9-11 >999 240 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.30 9-11 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.07 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:940 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 6)Plates checked for a plus or minus 0 degree
BOT CHORD 2x6 SP No.2*Except* BOT CHORD rotation about its center.
B3:2x6 SP 240OF 2.0E 16-17=-160/308,17-18=-160/308, ro ro This truss has been designed fora 10.0 psf bottom
WEBS 2x4 SP No.3*Except* 15-18=-160/308,15-19=-4787/6094, chord live loads been des t with any other live
W1,W10:2x8 SP No.2 19-20=-4787/6094,20-21=-4787/6094,
W2,W9:2x4 SP No.2 21-22=-4787/6094,14-22=-4787/6094, loads.
*This truss has been designed for a live load of
BRACING- 14-23=-6631/8337,23-24=-6631/8337, 8)*This
truss
the bottom chord in all areas where a
TOP CHORD 24-25=-6631/8337,13-25=-6631/8337, rectangle 3-6-0 tall m chord
wide will fit between the
Structural wood sheathing directly applied or 6-0-0 oc 13-26=-8269/10294,12-26=-8269/10294, bottom chord and any other members,with between
t=
pur ins, except end verticals. 12-27=-8269/10294,27-28=-8269/10294, bottomf.
BOT CHORD 11-28=-8269/10294,11-29=-8195/10221, 9)Refer to girder(s)for truss to truss connections.
10-31=-8195/10221,31-32=-8195/10221,
Rigid ceiling directly applied or 9-5-12 oc bracing. 29-30=-8195/10221,10-W=-8195/10221, 10)Provide mechanical connection(by others)of truss
to bearing plate capable ofwithstanding 9055lb uplift
REACTIONS. (lb/size) 9-32=-8195/10221,9-33=-365/466, joint 16 and 8906 Ito uplift at joint 8.
46 = 10353/0-8-0 (min.0-4-6) 33-34=-365/466,34-35=-365/466, at at Hanger or other connection devices
8 = 10490/Mechanical 8-35=-365/466 s( ) ( )shall be
Max Horz WEBS provided sufficient to support concentrated load(s)
16 = -241(LC 4) 2-15=-4511/4007,2-14=-3143/3820, 1035 lb down and 761 lb up at 1-34,1038 lb down
Max Uplift 3-14=-440/504,3-13=-3143/3716, and 785 lb up at 3-3-4,1076 lb down and 824 lb up at
16 = -9055(LC 4) 4-13=-566/647,5-13=-406/254, 5-3-4,1039 Ib down and 868 lb up at 7-3-4,1059 lb
8 = -8906(LC 4) 5-11=-3217/4017,6-11=-497/525, down and 919 lb up at 9-3-4,1059 lb down and 919 lb
Max Grav 6-9=-809/1118,1-15=-7676/9395, up at 11-3-4,1059 lb down and 919 lb up at 13-3-4,
16 = 11128(LC 19) 7-9=-8748/10900 1059 lb down and 919 lb up at 15-3-4,1062 lb down
8 = 11180(LC 19) and 930 lb up at 17-3-4,1062 lb down and 930 lb up
NOTES- at 19-3-4,1062 lb down and 930 lb up at 19-8-12,
FORCES. (Ib) 1)3-ply truss to be connected together with 1 Od 1039 lb down and 874 lb up at 21-8-12,1080 lb down
Max.Comp./Max.Ten.-All forces 250(lb)or less except (0.131"x3")nails as follows: and 830 lb up at 23-8-12,1051 lb down and 792 lb up
when shown. Top chords connected as follows:2x6-2 rows at 25-8-12,1031 lb down and 758 lb up at 27-8-12,
TOP CHORD staggered at 0-9-0 or,2x8-2 rows staggered at 0-9-0 and 1013 lb down and 731 lb up at 29-8-12,and 1022
1-2=-6790/5598,2-3=-9274/788 lb down and 718 lb up at 31-8-12 on bottom chord.
oc.
3-4=-10330/8917,4-5=-10330/89 The design/selection of such connection device(s)is17, Bottom chords connected as follows:2x6-2 rows 5-6=-11355/9569,6-7=-11236/9100, staggered at 0-6-0 oc. the responsibility of others.
1-1 6=-1 01 0 9/83 54,7-8=-9545/7827 Webs connected as follows:2x4-1 row at 0-9-0 or.
BOT CHORD 2)All loads are considered equally applied to all plies, LOAD CASE(S)
16-17=-160/308,17-18=-160/308, except if noted as front(F)or back(B)face in the Standard
15-18=-160/308,15-19=-4787/6094, LOAD CASE(S)section.Ply to ply connections have 1)Dead+Roof Live(balanced):Lumber Increase=1.25
19-20=-4787/6094,20-21=-4787/6094, been provided to distribute only loads noted as(F)or D Plate Increase a(balanced):
21-22=-4787/6094,14-22=A787/6094, (B),unless otherwise indicated. Uniform Loads =1.
14-23=-6631/8337,23-24=-6631/8337, 3)Unbalanced roof live loads have been considered Vert:Uniform
Load 3-5=-90,5-7=-90,8-16=-20
24-25=-6631/8337,13-25=-6631/8337, for this design. Concentrated Loads(lb)
13-26=-8269/10294,12-26=-8269/10294, 4)Wind:ASCE 7-10;Vu1t=180mph(3-second gust) Vert:Concentrated
Loa s(lb)9=-10 7(B)17=-1017(B)
12-27=-8269/10294,27-28=-8269/10294, Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft; 18=-1015(B)19=-1015(B)21=-1015(B)22=-1015(B)
11-28=8269/10294,11-29=-8195/10221, Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2); 23=-1015(B)25=-1015(B)26=-1015(B)28=-1020(B)
29-30=-8195/10221,1 0-30=-81 95/1 0221, cantilever left exposed;Lumber DOL=1.60 plate grip 29=-1020(B)30=-1018(B)32=-1017(B)33=-1017(B)
10-31=-8195/10221,31-32=-8195/10221, DOL=1.60 5)Provide adequate drainage to prevent water 34=-1 01 3(B)35=-1 0 11(B)
' Job Truss Truss Type Qty Ply
68981 B02 Roof Special 2 1 A0112122
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:44 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-UCOQcGhQOdwRdbxJRXn9yTHvNyHDBFLVI n46kZyBhTn
4-11-12 12-2-1 18-10-0 25-5 15 30-9-12 31-8 8
4-11-12 7-2-5 6-7-15 157 5 5-3-13 0- 0- 2
5x6=
Dead Load Defl.=1/8 in
5.00 12 5
5x6 5x6
4 6
6x6 6x8-
5x12=
5x6 3 7
2 W6 W7 W6
5x6 W8
1 0
1 fi c;
v o
N
14 13 12 17 11 10 18 9 8
3x8 11 4x6= 4x4= 5x6= 4x8= 4x4= 4x4 11
4-11-12 12-2-1 18-10-0 25-5-15 ,_ 31-8-8
r 4-11-12 7-2-5 6-7-15 6-7-15 6-2-9
Plate Offsets(X,Y)— [1:0-2-12,0-2-8],[2:0-3-0,0-2-12],[3:0-3-0,Edge],[4:0-3-0,0-3-8],[6:0-3-0,0-3-8],[7:0-104,0-M],[8:Edge,0-3-8],[13:0-1-12,0-2-0],[14:0-4-12,0-1-8],
[15:0-3-7 0-2-151
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.07 12 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.18 12-13 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(TL) 0.12 16 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.13 12 >999 240 Weight:257 lb FT=0
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3*Except* 5-10=-828/908,1-13=-2082/2485,
W1:2x6 SP No.2,W9:2x4 SP No.2 2-13=-6441712,2-12=-133/287,
OTHERS 2x8 SP No.2 4-12=-57/303,4-1 0=-1 137/1204,
BRACING- 6-1 0=-1 02/277,6-9=-917/1007,
TOP CHORD 7-9=-1472/1755,7-16=-2133/1865
Structural wood sheathing directly applied or 4-1-0 oc
puriins, except end verticals. NOTES-
BOT CHORD 1)Unbalanced roof live loads have been considered
Rigid ceiling directly applied or 4-7-10 oc bracing. for this design.
WEBS 2)Wind:ASCE 7-10;VuIt=180mph(3-second gust)
1 Row at midpt Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
5-10,4-10,6-10,7-9 Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
MiTek recommends that Stabilizers and required Lumber DOL=1.60 plate grip DOL=1.60
cross bracing be installed during truss erection,in 3)Plates checked for a plus or minus 0 degree
accordance with Stabilizer Installation quide. rotation about its center.
4)This truss has been designed for a 10.0 psf bottom
REACTIONS. (lb/size) chord live load nonconcurrent with any other live
14 = 1718/0-8-0 (min.0-2-8) loads.
16 = 1663/0-5-13 (min.0-1-8) 5)*This truss has been designed for a live load of
Max Harz 20.Opsf on the bottom chord in all areas where a
14 = 372(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Uplift bottom chord and any other members,with BCDL=
14 = -1809(LC 4) 10.Opsf.
16 = -1816(LC 4) 6)Bearing at joint(s)16 considers parallel to grain
Max Grav value using ANSI/TPI 1 angle to grain formula.
14 = 2099(LC 9) Building designer should verify capacity of bearing
16 = 2081(LC 9) surface.
7)Provide mechanical connection(by others)of truss
FORCES. (lb) to bearing plate capable of withstanding 1809 lb uplift
Max.Comp./Max.Ten.-All forces 250(lb)or less except at joint 14 and 1816 lb uplift at joint 16.
when shown.
TOP CHORD
1-2=-2860/2456,2-3=-2913/2547, LOAD CASE(S)
3-4=-2816/2565,4-5=-2157/2090, Standard
5-6=-2153/20B4,6-7=-1908/1697,
1-14=-2024/1792
BOT CHORD
13-14=-526/274,12-13=-2518/2652,
12-17=-2259/2575,11-17=-2259/2575,
10-11=-2259/2575,10-18=-1438/1693,
9-18=-1438/1693,8-9=-265/294
WEBS
5-10=-828/908,1-13=-2082/2485,
Job Truss Truss Type Qty Ply ,
68981 B03 Roof Special 6 1
LbA0112123
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:45 2017 Page 1
ID:16Vcy919vi4GRLV—Pwc6N7yxF8E-zOaogbi29x21 FIW W?FIOVhg48MdSwiceFRggG?yBhTm
4-11-12 12-2-1 18-10-0 25-5-15 30-9-12 31-8 8
4-11-12 7-2-5 6-7-15 6-7-15 5-3-13 0- 0- 2
5x6=
5.00 12 5
Dead Load Defl.=1/8 in
5x6 i�- 5x6
4 6
6x6 6x8=
5x12=
cT 5x6 3 7
2 W6 W6
5x6
1 W8 0
16 A
v o
0
N
14 13 12 17 11 10 18 9 8
3x8 II 4x6= 4x4= 5x6= 4x8= 4x4= 4x4 II
4-11-12 12-2-1 18-10-0 25-5-15 31-8-8
4-1 1-12 7-2-5 6-7-15 6-7-15 6-2-9
Plate Offsets(X,Y)— [1:0-2-12,0-2-8],[2:0-3-0,0-2-12],[3:0-3-0,Edge],[4:0-3-0,0-3-8],[6:0-3-0,0-3-8],[7:0-10-4,0-0-8],[8:Edge,0-3-8],[13:0-1-12,0-2-01,[14:0-4-12,0-1-8],
[15:0-3-7,0-2-151
LOADING(pst) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.07 12 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.18 12-13 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.12 16 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.13 12 >999 240 Weight:257 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3*Except* 5-10=-825/904,1-13=-2080/2482,
W1:2x6 SP-No.2,W9:2x4 SP No.2 2-13=-6431711,2-12=-133/288,
OTHERS 2x8 SP No.2 4-12=-57/303,4-1 0=-1 138/1205,
BRACING- 6-10=-99/279,6-9=-920/1010,
TOP CHORD 7-9=-1479/1764,7-16=-2130/1862
Structural wood sheathing directly applied or 4-1-0 oc
purlins, except end verticals. NOTES-
BOT CHORD 1)Unbalanced roof live loads have been considered
Rigid ceiling directly applied or 4-7-11 oc bracing. for this design.
WEBS 2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
1 Row at midpt Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
5-10,4-10,6-10,7-9 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
MiTek recommends that Stabilizers and required Lumber DOL=1.60 plate grip DOL=1.60
cross bracing be installed during truss erection,in 3)Plates checked for a plus or minus 0 degree
accordance with Stabilizer Installation guide. rotation about its center.
4)This truss has been designed for a 10.0 psf bottom
REACTIONS. (lb/size) chord live load nonconcurrent with any other live
14 = 1716/0-8-0 (min.0-2-8) loads.
16 = 1664/0-6-8 (min.0-1-8) 5)*This truss has been designed for a live load of
Max Harz 20.Opsf on the bottom chord in all areas where a
14 = 372(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Uplift bottom chord and any other members,with BCDL=
14 = -1807(LC 4) 10.Opsf.
16 = -1818(LC 4) 6)Bearing atjoint(s)16 considers parallel to grain
Max Grav value using ANSI/TPI 1 angle to grain formula.
14 = 2097(LC 9) Building designer should verify capacity of bearing
16 = 2083(LC 9) surface.
7)Provide mechanical connection(by others)of truss
FORCES. (lb) to bearing plate capable of withstanding 1807 lb uplift
Max.Comp./Max.Ten.-All forces 250(lb)or less except at joint 14 and 1818 lb uplift at joint 16.
when shown.
TOP CHORD
1-2=-2857/2453,2-3=-2910/2543, LOAD CASE(S)
3-4=-2812/2562,4-5=-2153/2086, Standard
5-6=-2149/2081,6-7=-1901/1690,
1-14=-2022/1790
BOT CHORD
13-14=-525/274,12-13=-2516/2649,
12-17=-2256/2571,11-17=-2256/2571,
10-11=-2256/2571,10-18=-1431/1686,
9-18=-1431/1686,8-9=-252/280
WEBS
5-10=-825/904,1-13=-208012482,
Job Truss Truss Type Qty Ply
68981 B04G Hip Girder 1 A0112124
3 Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:47 2017 Page 1
I D:16Vcy919vi4GRLV_Pwc6N7yxF8E-vniYFHkIhY10 U3gu 6g Ksa6vQA9H_Ockxj IJ nKuyB hTk
, 4-6-15 11-9-5 18-3-111 1,9-4i6 25-10-11 33-0-5
4 6-15 7-2-7 6-6-5 1-0-12 6-6-5 7-1-9
6x6= 6x6=
5.00 12 5 6 Dead Load Defl.=3116 in
5x6 5x6 m
fix6� 4 7
5x6 3 5x846
=z
2 8
1 6
a
17 16 18 19 20 21 15 22 23 14 1312 2425 112627 28D 29 30 31 9
3x8 11 5x8= 6x6= 7x10 MT20HS= 6x6= 6x6= 6x8= 7x6=
5x6=
4 6-15 11-9-5 18-3-10 1 - 6 2110-11 33-0-5
4-6-15 7-2-7 6 6-5 1-0_12 6 6-5
Plate Offsets(X,Y)- [3:0-3-0,Edge],[9:0-3-0,0-4-12],[10:0-3-8,0-44],[12:0-3-0,044],[15:0-3-0,0-4-4],[16:0-3-0,0-2-12],[17:04-12,0-1-14]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.28 13-15 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.38 13-15 >999 240 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 0.89 Horz(TL) 0.07 9 n/a n/a
BCDL 10.0 Code FBC2014ffP12007 Matrix-MS Weight:823 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 12)Hanger(s)or other connection device(s)shall be
BOT CHORD 2x6 SP 2400F 2.0E WEBS provided sufficient to support
WEBS 2x4 SP No.3*Except* 2-16=-1470/922,2-15=-303/1552', concentrated load(s)
1750 lb down and 14121b up at 4-1 4,1017 lb downW1,W9:2x8 SP No.2 4-15=-2695/4131,4-13=-5147/3942,
W2,W8:2x4 SP No.2 5-13=-3049I4530,6-12=-2666/3975, and 709 lb up at 6-1-4,1017 lb down and 734 lb up at
BRACING- 7-12=-293/387,7-10=-796/1029, 8-1-4,1035 lb down and 761 lb up at 10-1-4,1239 lb
64
TOP CHORD 1-16=-9676/13604,8-10=-7736/11634 down and -1-I, up at 12own and
8 lb down and -1-
Structural wood sheathing directly applied or 6-0-0 oc lb up at 14-1 4,1272 lb down and 808 lb up at 16-1 4
purlins, except end verticals. NOTES- 1292 lb down and 859 lb up at 18-1-4,1292 lb down
BOT CHORD 1)3-ply truss to be connected together with 10d and 859 lb up at 19-8-12,1270 lb down and 804 lb up
Rigid ceiling directly applied or 10-0-0 oc bracing. (0.131"x3")nails as follows: at 21-8-12,1253 lb down and 761 lb up at 23-8-12,
Top chords connected as follows:2x6-2 rows 1237 lb down and 722 lb up at 25-8-12,1226 lb down
REACTIONS. (lb/size) staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 and 690 lb up at 27-8-12,and 1013 lb down and 731
17 9054/0-8-0 (min.0-2-15) staggered
c. lb up at 29-8-12,and 1022 lb down and 718 lb up at
9 10366/Mechanical Bottom chords connected as follows:2x6-2 rows such connec12 tion
bottom chord. The design/selection of
ection device(s)is the responsibility of
Max Horz staggered at 0-6-0 oc. such
others.
17 267(LC 4) Webs connected as follows:2x4-1 row at 0-9-0 oc.
Max Uplift 2)All loads are considered equally applied to all plies,
17 -7615(LC 4) except if noted as front(F)or back(B)face in the LOAD CASE(S)
9 -8104(LC 4) LOAD CASE(S)section.Ply to ply connections have Standard
Max Grav been provided to distribute only loads noted as(F)or 1)Dead+Roof Live(balanced):Lumber Increase=1.25
17 10607(LC 19) (e),unless otherwise indicated. Platelncrease=1.25
9 11882(LC 19) 3)Unbalanced roof live loads have been considered Uniform Loads(plf)
for this design. Vert:1-5=-90,5-6=-90,6-8=-90,9-17=-20
FORCES. (lb) 4)Wind:ASCE 7-10;Vult=180mph(3-second gust) Concentrated Loads(lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft; Vert:Concentrated
Loa s(lb) 67(F)18=1163(F)
when shown. Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
TOP CHORD Lumber DOL=1.60 plate grip DOL=1.60 1ert1017(F)20=-1017(F)21=-1017(F)22=-1068(F)
23=-1069(F)24
1-2=-1 4 89 2/1 0 6 56,2-3=-16024/11149, 5)Provide adequate drainage to prevent water-4 =-1068(F)25=-1068(F)26=-1068(F)
28=-1069(F)2 =-1068(F)30=-1013(F)31=-101 1(F)
3 =-15956/11166,4-5=-1 2 1 36/853 8, ponding.
5-6=-11207/8073,6-7=-12117/8525, 6)All plates are MT20 plates unless otherwise
7-8=-11993/8121,1-17=-1046517547, indicated.
8-9=-10171/6996 7)Plates checked for a plus or minus 0 degree
BOT CHORD rotation about its center.
17-18=-809/820,16-18=-809/820, 8)This truss has been designed for a 10.0 psf bottom
16-19=-9959/13685,19-20=-9959/13685, chord live load nonconcurrent with any other live
20-21=-9959/13685,15-21=-9959/13685, loads.
15-22=-10130/14688,22-23=-10130/14688, 9)*This truss has been designed for a live load of
14-23=-10130114688,14-24=-10130/14688, 20.Opsf on the bottom chord in all areas where a
13-24=-10130/14688,12-13=-7303/11006, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
12-25=-7292/10916,25-26=-7292/10916, bottom chard and any other members,with BCDL=
11-26=-7292/10916,1 1-27=-7292/1 091 6, 10.Opsf.
27-28=-7292/10916,10-28=-7292/10916, 10)Refer to girder(s)for truss to truss connections.
10-29=-367/503,29-30=-367/503, 11)Provide mechanical connection(by others)of truss
30-31=-367/503,9-31=-367/503 to bearing plate capable of withstanding 7615 lb uplift
WEBS at joint 17 and 8104 lb uplift at joint 9.
2-16=-1470/922,2-15=-303/1552,
Job �G �
�Hi
ype Qty ply .,
Job �1 ��Cirder 1 7J.b1lf.re..
A0112125
o tional
Ai Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:48 2017 Page 1
I D;16Vcyg19vi4 GRLV—Pwc6 N7yxF8E-NzGxSdkwSsQt6CF5g Ns56JSXcZd R74a4yP 2KtKyBhTj
-2-0-0 O-Q,12 5-0-0 124-0 17-3-4 17 - 19-4-0
2-0-0 0 -12 4-11-4 7-4-0 4-11-4 0- -1 0 2 2-0-011
6x8=
x6=
5.00 F12
6x8
6x8
2 5
2x4 II 2x4 II o
1 6cb
1 3x6= W
0
`111 8 10 17 18 9
7x6= 5x8= Sx6= 6x8=
7x6=
0-qT12 5-0-0 12-4-0 17-3-4 17 -0
0 -12 4-11-4 7-4-0 4-11-4 0- -12
Plate Offsets(X Y)— [2:0-3-0 0-3-8] [3:0-5-0 0-3-12] [4.0-3-0 0-3-8] [5 0-3-0 0-3-8] [7:0-3-0 0-4-121 {8 0 4-0 0 4 4] [10:0-3-8 0 2-121 [11:0 3 0 0-4-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 029 8-10 >681 240 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) 0.26 8-10 >755 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(TL) -0.02 7 n/a n/a
BCDL 10.0 Code FBC2014JTP12007 Matrix-MS Weight:150 lb FT=0
LUMBER-
TOP CHORD 2x6 SP No.2*Except* NOTES-
TZ:2x6 SP 2400E 2.0E 1)Unbalanced roof live loads have been considered
BOT CHORD 2x6 SP 2400E 2.0E for this design. Standard
WEBS 2x4 SP No.3*Except* 2)Wind:ASCE 7-10;Vult=180mph(3 second gust) Vert:3=-139(F)4=-139(F)9=-26(F)10=-88(F)
W 2x8 No2 Vasd=139mph;TCDL=5.Opsf;BCDL=5.0 sf;h=33ft; 8=-88(F)14=-72(F)15=-72(F)16=-72(F)17=-26(F)
BRACING-OTHERS 2x66 SP Na2 Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2); 18=-26(F)
TOP CHORD cantilever left and right exposed;end vertical left and
Structural wood sheathing directly applied or 4-9-9 oc right exposed;porch left exposed;Lumber DOL=1.60
purT plate grip DOL=1.60
BOT CHORD except end verticals. 3)Provide adequate drainage to prevent waterRigid WEBS ceiling directly applied or 4-4-2 oc bracing. ponding,
4)Plates checked for a plus or minus 0 degree
1 Row at midpt 2-10,5-8 rotation about its center.
5)This truss has been designed for a 10.0 psf bottom
F.Mr.'T,e
k recommenbeds that Stabilizers and required chord live load nonconcurrent with any other live
bracing installed during truss erection,in loads.
cordance with Stabilizer Installation guide. 6)*This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
11 = 149110-8-0 (min.0-1-13) bottom chord and any other members.
7 = 1495/0-8-0 (min.0-1-13) 7)Provide mechanical connection(by others)of truss
Max Horz to bearing plate capable of withstanding 4515 lb uplift
I = -452(LC 7) atjoint 11 and 4530 lb uplift atjoint 7.
Max Uplift 8)Hanger(s)or other connection device(s)shall be
11 4515(LC 4) provided sufficient to support concentrated load(s)601
7 = -4530(LC 5) !b down and 660 lb up at 5-0-0,324 lb down and 324
Max Grav Ib up at 7-0-12,324 lb down and 324 lb up at 9-0-12,
11 = 2176(LC 27) and 324 lb down and 324 lb up at 10-3-4,and 601 lb
7 = 2184(LC 26) down and 660 lb up at 12-4-0 on top chord,and 1076
Ib down and 1169 lb up at 5-0-0,251 lb down and 475
FORCES. (lb) Ib up at 7-0-12,251 lb dawn and 475 lb up at 9-0-12,
Max.Comp./Max.Ten.-All forces 250(lb)or less except and 251 Ib down and 475 lb up at 10-3-4,and 1076 lb
when shown. down and 1169 lb up at 12-3-4 on bottom chord. The
TOP CHORD design/selection of such connection device(s)is the
2-3=-2226/4496,3-14=-2033/4309, responsibility of others.
14-15=-2033/4309,15-16=-2033/4309,- 9)In the LOAD CASE(S)section,loads applied to the
4-16=-2033/4309,4-5=-2236/4521, face of the truss are noted as front(F)or back(B).
2-11=-2174/4329,5-7=-2181/4350
BOT CHORD
10-11=-2941362,10-17=-3954/2118, LOAD CASE(S)
17-18=-3954/2118,9-18=-3954/2118, Standard
8-9=-3954/2118 1)Dead+Roof Live(balanced):Lumber Increase=1.25
WEBS Plate Increase=1.25
3-10=-605/74,4-8=-576175, Uniform Loads(plf)
2-10=-4229/2146,5-8=-4261/2160 Vert:1-2=-90,2-3=-90,3-4=-90,4-5=-90,5-6=-90,
7-11=-20
Concentrated Loads(lb)
Job Truss Truss Type Qty Ply
68981 CO2 Hip 1 1 A0112126
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.cem 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:48 2017 Page 1
ID:16Vcy919vi4GRLV—Pwc6N7yxF8E-NzGxSdkwSsQt6CF5gNs56JSdvZhz71P4yP2KtKyBhTj
5-9-13 9-1-13 14-11-10
5-9-13 3-4-0 5-9-13
5x6 5x6=
5.00 12
2 3
5x<i:- >5x60
0
m
7 6
8 53.811
3x8 I I 4x4= 4x4=
5 9-13 9-1-13 14-11-10
5 9-13 3 4-0 5-9-13
Plate Offsets(X,Y)— [1:0-2-8,0-2-121,[4:0-2-8,0-2-121,[5:04-12,0-2-0),[8:0-4-12,0-0-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.02 5-6 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.04 5-6 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.06 5-6 >999 240 Weight:115 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 5)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with any other live
WEBS 2x4 SP No.3*Except`
loads.
W1:2x6 SP No.2
BRACING- 6)'This truss has been designed for a live load of
TOP CHORD 20.0psf on the bottom chord in all areas where a
tructural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the
St St r except end verticals. bottom chord and any other members,with BCDL=
BOT CHORD 7)Provide mechanical connection( others)of truss
Rigid ceiling directly applied or 5-11-4 oc bracing. Pro
to bearing plate capable of withstanding 2059 lb uplift
MiTek recommends that Stabilizers and required at joint 8 and 2059 lb uplift at joint 5.
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation quide.
LOAD CASE(S)
REACTIONS. (lb/size) Standard
8 = 79810-10-9 (min.0-1-8)
5 = 798/0-10-9 (min.0-1-8)
Max Uplift
8 = -2059(LC 4)
5 = -2059(LC 4)
Max Grav
8 = 880(LC 9)
5 = 880(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-812/1738,2-3=-711/1760,
3-4=-812/1738,1-8=-862/1637,
4-5=-862/1637
BOT CHORD
6-7=-1421/622
WEBS
1-7=-1372/612,4-6=-1372/612
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=S.Opsf;BCDL=S.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);porch
left exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Qty Ply
68981 CA Comer Jack 32 TJ.b
A0112127 -
eference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:49 2017 Page 1
0-p-6 -0-0
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-r9gJgzlZDAYjjMgHE5NKfx wWz4gsj6EA3otPmyBhTi
1
0- -6 1-0-0
5.00 12
2
1
T1
i
1 m
0
46= 3
1-0-6
Plate Offsets(X,Y)— (1:0-0-15,Edge)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.00 4 >999 240 Weight:5 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 6)Provide mechanical connection b others of truss
BOA CHORD 2x6 SP No.2 to bearing late capable of withstanding 189 lb uplift at
BRACING- 9 P P 9 P
TOP CHORD joint 1,59 lb uplift at joint 2 and 97 Ib uplift at joint 3.
Structural wood sheathing directly applied or 1-0-0 oc
purlins.
BOT CHORD LOAD CASE(S)
Rigid ceiling directly applied or 10-0-0 oc bracing. Standard
MiTek recommends that Stabilizers and required—]
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 56/Mechanical
2 = 32/Mechanical
3 = 24/Mechanical
Max Horz
2 = 80(LC 4)
Max Uplift
1 = -189(LC 4)
2 = -59(LC 4)
3 = -97(LC 4)
Max Grav
1 = 67(LC 9)
2 = 36(LC 9)
3 = 24(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)'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.
5)Refer to girder(s)for truss to truss connections.
a
Job Truss Truss Type Qty Ply
68981 CAC Comer Jack 4 1 A0112128
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:50 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-JMNhtJmB TgaLWOTnouZCkX?8NMsbALNPjXRxDyBhTh
-2-M 0-Qr121-0-0
2-0-0 0- -11-4
5.00 12
4x6 II 3
2
2x4 11 1
1
0
1 2x4= d
;-A
N
O
Ol
e• 6'
Q 6'
5 4
5x6 II
1-0-0
1-0 00
Plate Offsets(X Y)— [2:0-4-10 0-0-01 [5:0-4-4 0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.00 5 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.00 5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-MR Weight:19 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 4)*This truss has been designed for a live load of
BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x6 SP No.2 bottom chord and any other members.
BRACING- 5)Refer to girder(s)for truss to truss connections.
TOP CHORD 6)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 1-0-0 oc to bearing plate capable of withstanding 239 lb uplift at
purlins, except end verticals. joint 3,847 lb uplift at joint 5 and 554 lb uplift at joint 4.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3 = -239/Mechanical
5 = 551/0-8-0 (min.0-1-8)
4 = -37/Mechanical
Max Horz
5 = 496(LC 5)
Max Uplift
3 = -239(LC 1)
5 = 847(LC 4)
4 = -554(LC 5)
Max Grav
3 = 382(LC 4)
5 = 551(LC 1)
4 = 347(LC 7)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-500/968
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;end vertical left exposed;porch
left exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply _
68981 CJ3 Comer Jack 14 1
LbA0112129
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:51 2017 Page 1
6 3-0-0 0- ID:16Vcy919vi4GRLV_Pwc6N7yxF8 E-nYx35fnpinoRzgzgLWPoky4D Dmi6Kc6XeNH_TfyBhTg
Q-
0-90 s 3-0-0
3
5.00 12 3x6 II
2
T1
1
B1Ll
4x6= d 4
o• o•
5
3x6 II
2-5-8 3-0-0
2-5-8 0-6-8
Plate Offsets(X,Y)— [2:0-4-13,0-1-31,[5:0-4-0 0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2014ffP12007 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:17 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 4) This truss has been designed fora live load of
BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a
BRACWEBS 2x6 SP No.2 rectangle 3-6-0 tall b 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
Structural wood sheathing directly applied or 3-0-0 oc 5)Refer to girder(s)for truss to truss connections.
purlins. 6)Provide mechanical connection(by others)of truss
BOT CHORD to bearing plate capable of withstanding 108 lb uplift at
Rigid ceiling directly applied or 10-0-0 oc bracing. joint 3,162 lb uplift at joint 4 and 1627 lb uplift at joint
5.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide. LOAD CASE(S)
REACTIONS. (lb/size) Standard
3 = -108/Mechanical
4 = -162/Mechanical
5 = 597/0-8-0 (min.0-1-8)
Max Horz
5 = 232(LC 4)
Max Uplift
3 = -108(LC 1)
4 = -162(LC 1)
5 = -1627(LC 4)
Max Grav
3 = 261(LC 4)
4 = 364(LC 4)
5 = 614(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
WEBS
2-5=-352/756
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qly ply
68981 CJ3A Comer Jack 4 I A01 12130�Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:512017 Page 1
ID:16Vcy9l9Vi4GRLV—Pwc6N7yxF8E-nYx35fnpinoRzgzgLWPoky4DamiKKcmXeNH—TfYBhTg
01(6 3-0-0
0 _6 3-0-0
3
5.00 r1_2 3x6 11
2
TI
wl
F
N1
H
-J-i
4x6
5 4
3x6 fj
2-9-8
2-9-8*-----
Plate Offsets(X,Y)— [2:0-4-15,0-1-1],[5:0-4-4,0-1-81
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(TL) 0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:17 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 4) This truss has been designed for a live load of
BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING- bottom chord and any other members.
TOP CHORD 5)Refer to girder(s)for truss to truss connections.
Structural wood sheathing directly applied or 3-0-0 oc 6)Provide mechanical connection(by others)of truss
purlins. to bearing plate capable of withstanding 178 lb uplift at
BOT CHORD joint 3,246 lb uplift at joint 4 and 1992 lb uplift at joint
Rigid ceiling directly applied or 10-0-0 oG bracing. 5.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation quide. LOAD CASE(S)
Standard
REACTIONS. (lb/size)
3 = -178/Mechanical
4 = -246/Mechaniral
5 = 750/1-0-0 (min.0-1-8)
Max Horz
5 = 232(LC 4)
Max Uplift
3 = -178(LC 1)
4 = -246(LC 1)
5 = -1992(LC 4)
Max Grav
3 = 444(LC 4)
4 = 655(LC 4)
5 = 780(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
WEBS
2-5=-418/931
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf-,BCDL=5.Opsf,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply
68981 CJ3AA Comer Jack 1 1 Job Reference o tional A��13 1
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:52 2017 Page I
ID:16Vcy9l9vi4GRL\�-Pwc6N7yxF8E-FkVRI?nRW5xlaqYsvDwlH9cKOA5 31ngs10Y05yBhTf
3-0-0
00-8--2 3-0-0
3
5.00 V2 3x6 11
ri
n T
131�Bl
L
46
5 4
3x8 ii
3-0-0
Plate r2:0-5-8.0-1-31.r5:0-4-12,0-1-81
LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.01 4 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.01 4 >845 240
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.02 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) -0.02 4 >515 240 Weight:17 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
SOT CHORD 2x6 SP No.2 5)Refer to girder(s)for truss to truss connections.
WE
2x6 SP No.2 6)Provide mechanical connection(by others)of truss
BRACING- to bearing plate capable of withstanding 269 lb uplift at
TOP CHORD joint 3 and 1558 lb uplift at joint 5.
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOT CHORD LOAD CASE(S)
Rigid ceiling directly applied or 10-0-0 oc bracing. Standard
MiTek recommends that Stabilizer's and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
3 = -269/Mechanir-al
5 = 597/1-2-8 (min.0-1-8)
Max Horz
5 = 232(LC 4)
Max Uplift
3 = -269(LC 1)
5 = -1558(LC 4)
Max Grav
3 = 694(LC 4)
5 = 623(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-339/127,2-3=-131/267
WEBS
2-5=-628/1555
NOTES-
1)Wind:ASCE 7-10;Vult=1 80mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,*BCDL=5.Opsf,,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonroncurrent with any other live loads.
4)'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.
Job Truss Truss Type Qty Ply
68981 CJ3B Comer Jack 1 1 A0112132
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:52 2017 Page 1
I D:16Vcy919vi4GRLV—Pwc6N7yxF8E-FkV RI?nRW5xlagYsvDw1 H9cPiA4G34rgs10Y05yBhTf
0- -6 3-0-0
0- -6 3-0-0
2
5.00 12
T1
1
B1
U6= 3
3-0-6
3-0-6
Plate Offsets(X Y)— [1:0-0-15 Edge]
LOADING(psf) SPACING- 2-0-0 CSI: DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 6 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.00 6 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a
BCDL 10.0 Code FBC2014f rP12007 Matrix-MP Wind(LL) 0.01 3-6 >999 240 Weight:15 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 6)Provide mechanical connection(by others)of truss
BOT CHORD 2x6 SP No.2 to bearing plate capable of withstanding 550 lb uplift at
BRACING- joint-1,194 lb uplift at joint 2 and 259 lb uplift at joint 3.
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins. LOAD CASE(S)
BOT CHORD Standard
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 163/Mechanical
2 = 109/Mechanical
3 = 54/Mechanical
Max Horz
2 = 232(LC 4)
Max Uplift
1 = -550(LC 4)
2 = -194(LC 4)
3 = -259(LC 4)
Max Grav
1 = 196(LC 9)
2 = 127(LC 9)
3 = 57(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)`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.
5)Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty
68981 CJ3C Comer Jack 4 1 A0112133
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:52 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-FkVRI?nRW5xlagYsvDwlH9cJcA1p34rgs10Y05yBhTf
2-0-0 0-Qr12 3-0-0
2-0-0 0- -12 2-114
5.00 12 3
6x6 II
2 1
2x4 II
1 00
r`
M�
1 2x4= A
B1
s s
s' s
5 4
6x6 11
3-0-0
3-0-0
Plate Offsets(X,Y)— [2:0-3-0,0-2-41,[5:0-4-0 0-0-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.01 4-5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 3 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-MR Weight:28 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 4)*This truss has been designed for a live load of
BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACOTHERS 2x6 SP No.2 bottom chord and an other members.
TOP CHORD 5)Refer to girder(s)for truss to truss connections.
Structural wood sheathing directly applied or 3-0-0 oc 6)Provide mechanical connection(by others)of truss
purlins, except end verticals. to bearing plate capable of withstanding 339 lb uplift at
BOT CHORD joint 3,827 lb uplift at joint 5 and 403 lb uplift at joint 4.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 51/Mechanical
5 = 426/0-8-0 (min.0-1-8)
4 = 12/Mechanical
Max Horz
5 = 648(LC 5)
Max Uplift
3 = -339(LC 5)
5 = -827(LC 4)
4 = 403(LC 5)
Max Grav
3 = 168(LC 7)
5 = 426(LC 1)
4 = 95(LC 7)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-426/695
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extehor(2);
cantilever left exposed;end vertical left exposed;porch
left exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply
68981 CJ3EB Corner Jack 2 1 A0112134
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:53 2017 Page 1
I D:16 Vcy919vi4G R LV_Pwc6 N7yxF8 E-kx3gV Lo3 H O39C_72TwRG p N9a GaOuoX5p5h m5 WyB hTe
0- -6 3-0-0
0- -6 3-0-0
2
5.00 12
T1Ci
0
{T 1
u� B 1
dl 4x4= 3x4= 3
3-M
3-0-0
Plate Offsets(X Y)— ri:0-1-3 0-0-7)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 6 n/r 90 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.01 6 n/r 80
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:15 lb FT=0
LUMBER-
TOP CHORD 2x6 SP No.2 5)Refer to girder(s)for truss to truss connections.
BOT CHORD 2x6 SP No.2 6)Provide mechanical connection(by others)of truss
BRACING- to bearing plate capable of withstanding 721 lb uplift at
TOP CHORD joint 2 and 282 lb uplift at joint 3.
Structural wood sheathing directly applied or 3-0-0 oc 7)Non Standard bearing condition. Review required.
pur ins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing. LOAD CASE(S)
MiTek recommends that Stabilizers and required Standard
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 = 266/Mechanical
3 = 61/Mechanical
Max Horz
2 = -991(LC 4)
3 = 1223(LC 4)
Max Uplift
2 = -721(LC 4)
3 = -282(LC 4)
Max Grav
2 = 315(LC 9)
3 = 61(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-1199/460
BOT CHORD
1-3=-437/1223
NOTES-
1)Wind:ASCE 7-10;VuIt=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)'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.
Job Truss Truss Type Qty Ply
68981 CJ5 Corner Jack 1 1 A0112135
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:53 2017 Page 1
I D:16Vcy919vi4GRLV_Pwc6N7yxF8E-kx3gV Lo3HO39C_72TwRGpN9bLaQMo Wxp5hm5 WyBhTe
0-Q-6 5-0-0
0-0_- 5-0-0
3
5.00 12 m
3x6 11 I�
2 1
T1
m
m N
.vy7 1
W1 N
131 Ll
c� 4x6
6' d'
5 4
3x6 11
2-11-14 -3- 5-0-0
2-11-14 4- 1-8-8
Plate Offsets(X,Y)— f1:0-0-15 Edgej,[2:0-4-13,0-1-61,[5:0-4-0 0-1-8j
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 8 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.00 8 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014ffP12007 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:28lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 4)'This truss has been designed for a live load of
BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a
BRACWEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
Structural wood sheathing directly applied or 5-0-0 oc 5)Refer to girder(s)for truss to truss connections.
purlins. 6)Provide mechanical connection(by others)of truss
BOT CHORD to bearing plate capable of withstanding 100 lb uplift at
Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)1,3,4 except Gt=lb)5=695.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in LOAD CASE(S)
accordance with Stabilizer Installation guide. Standard
REACTIONS.All bearings Mechanical except Qt=length)
5=0-8-0.
(lb)-Max Horz
5=389(LC 4)
Max Uplift
All uplift 100 lb or less atjoint(s)1,
3,4 except 5=-695(LC 4)
Max Grav
All reactions 250 Ib or less at joint(s)
1,3,4 except 5=528(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-274/121
BOTCHORD
1-5=-141/389
WEBS
2-5=-387/588
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has.been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
t
Job Truss Truss Type Qty Ply
68981 CJ5A Comer Jack 4 1 A0112136
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:54 2017 Page 1
I D:16 Vcy919vi4G RLV_Pwc6N 7yxF8E-C7dgg ph2iBOg7i EOeyV M ai kV_I9XztzKLVe4yB hTd
0- -6 5-0-0
0- -6 5-0-0
3
5.00 12
2x4 II
2 i',
'�T1 i•'
e f
4x6`-
5 4
3x6,I
5-0-0
�._._.....1-9-8 O 6-0: -..._...... 2-8-8—�
Plate Offsets(X Y)— (5:0-4-0 0-1-81
I
LOADING(psf). SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) 0.00 4-5 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) -0.00 4-5 >999 240 Weight:27 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with any other live
WEBS 2x6 SP No.2 loads.
BRACING- 4)*This truss has been designed for a live load of
TOP CHORD 20.Opsf on the bottom chord in all areas where a
Structural wood sheathing directly applied or 5-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the
puriins. bottom chord and any other members.
BOT CHORD 5)Refer to girder(s)for truss to truss connections.
Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at
cross bracing be installed during truss erection,in joint(s)except(jt=lb)3=167,4=102,5=1410.
accordance with Stabilizer Installationguide.
REACTIONS. (lb/size) LOAD CASE(S)
3 = 57/Mechanical Standard
4 = -24/Mechanical
5 = 513/1-0-0 (min.0-1-8)
Max Horz
5 = 389(LC 4)
Max Uplift
3 = -167(LC 4)
4 = -102(LC 4)
5 = -1410(LC 4)
Max Grav
3 = 118(LC 9)
4 = 14(LC 3)
5 = 531(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-369/140
BOT CHORD
1-5=-141/389
WEBS
2-5=444/751
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Qty Ply
68981 CJSAA Corner Jack 1 1 A0112137
Jab Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:55 2017 Page 1
ID:16Vcy919vi4GRLV—Pwc6N7yxF8E-gJBawOgJpOJtRHHRaLUkvoEvAO6gGQ16Z?FCcQyBhTc
0-p-6 5-0-0
0 -6 5-0-0
3
5.00 12
2x4 I I
2 T1
N
1
81
B d.
4x6= S B
5 4
3x6 11
1 9 8 2-1-
5-0-0
1-9-8 4- 2-10-8
Plate Offsets(X,Y)— (5:0-4-4,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.00 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Wind(LL) -0.00 4-5 >999 240 Weight:26 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with an other live
WEBS 2x6 SP No.2 y
BRACING- loads.
TOP CHORD 4)'This truss has been designed for a live load of
Structural wood sheathing directly applied or 5-0-0 oc 20.0psf on the bottom chord in all areas where a
purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD bottom chord and any other members.
Rigid ceiling directly applied or 10-0-0 oc bracing. 5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at
cross bracing be installed during truss erection,in joint(s)4 except(jt=lb)3=189,5=1087.
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size) LOAD CASE(S)
3 = 74/Mechanical Standard
4 = -10/Mechanical
5 = 483/0-8-0 (min.0-1-8)
Max Horz
5 = 389(LC 4)
Max Uplift
3 = -189(LC 4)
4 = -10(LC 1)
5 = -1087(LC 4)
Max Grav
3 = 140(LC 9)
4 = 75(LC 4)
5 = 531(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-395/140
BOT CHORD
1-5=-141/389
WEBS
2-5=-432/797
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Qty Ply
68981 D01G Roof Special Girder 4 1 A0112138
Jab Reference optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:55 2017 Page 1
ID:16Vcy919vi4GRLV__Pwc6N7yxF8E-gJBawOgJpOJtRHH RaLUkvoEwcO5OGQZ6Z?FCcQyBhTc
0- -0 2-1-8 3-8-0 7-09
0- -6 2-1-8 1 6-8 2-0-0 1 40
5
5x6 5x6=
5.00 12 3 T3
T2
2x4 II
2
T1 `°
w2 N N
1
B1
d• e• d S
4x6= d• d' d d•
8 7 6
3x6 II 2x4 II
4-5-8 5-8-0 7-0-0
1-9-8 4- 16-8 0-9-8 1-2-8 14-0
Plate Offsets(X Y)— [2-0-3 6 0-1-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Vd PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 7 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.00 6-7 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) -0.00 7-8 >999 240 Weight:39lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 5)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with any other live
WEBS 2x6 SP No.2 loads.
BRACING- 6)'This truss has been designed for a live load of
TOP CHORD 20.Opsf on-the bottom chord in all areas where a
Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the
purlins. bottom chord and any other members.
BOT CHORD 7)Refer to girder(s)for truss to truss connections.
Rigid ceiling directly applied or 6-0-0 oc bracing. 8)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 249 lb uplift at
cross bracing be installed during truss erection,in joint 5,555 lb uplift at joint 7 and 1161 lb uplift at joint
accordance with Stabilizer Installation quide. 8,
9)Hanger(s)or other connection device(s)shall be
REACTIONS.All bearings Mechanical except(jt=length) provided sufficient to support concentrated load(s)555
7=0-8-0,8=0-8-0. lb down and 403 lb up at 3-8-0 on top chord,and 517
(lb)-Max Horz lb down and 347 lb up at 3-8-0 on bottom chord. The
8=367(LC 4) design/selection of such connection device(s)is the
Max Uplift responsibility of others.
All uplift 100 lb or less at joint(s) 10)In the LOAD CASE(S)section,loads applied to the
except 5=-249(LC 4),7=-555(LC 15), face of the truss are noted as front(F)or back(B).
8=-1161(LC 4)
Max Grav
All reactions 250 lb or less at joint(s) LOAD CASE(S)
5,6 except 7=787(LC 24),8=465(LC 26) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25
FORCES. (lb) ,Plate Increase=1.25
Max.Comp./Max.Ten.-All forces 250(lb)or less except Uniform Loads(plf)
when shown. Vert:1-3=-90,3-4=-90,4-5=-90,6-9=-20
TOP CHORD Concentrated Loads(lb)
1-2=-352/117 Vert:3=168(F)7=173(F)
BOT CHORD
1-8=-119/380
WEBS
3-7=-416/237,2-8=-306/523
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Qty Ply
68981 D02 Half Hip 4 1
LbA0112139
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:56 2017 Page 1
ID:16Vcy919vi4GRLV Pwc6N7yxF8E-8Wly8MryaJRk3Rsd83?zR?n3lnQl?tMGnf 19syBhTb
0-Q-0 2-1-8 4-1-8 5-8-0 7-0-0
0- -6 2-1-8 2-0-0 1-6-8 1-4-0
5x6=
4 5
5.00 12 3x6II T2
3
2x4 II
2 1
N
W2 N
1
131
4x6= 8 7 6
2x4 11 2x4 11
1-9-8 2-11 4-1-8
-4-
Plate Offsets(X,Y)— [3:0-4-12,0-1-2),[4:0-3-0,0-4-4)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 7-8 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.00 7-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) -0.00 7-8 >999 240 Weight:39 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 5)This truss has been designed for a 10.0 psf bottom
WEBS 2x6 SP No.2 CHORD 2x6 SP No.2 chord live load nonconcurrent with any other live
WE BRACING- loads.
TOP CHORD 6)*This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the
ROOT CHORD
pT bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections.
Rigid ceiling directly applied or 10-0-0 oc bracing. 8)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 110 lb uplift at
cross bracing be installed during truss erection,in joint 5,960 lb uplift at joint 8 and 735 lb uplift at joint 7.
accordance with Stabilizer Installation vide.
REACTIONS.All bearings Mechanical except Ot=length) LOAD CASE(S)
8=0-8-0,7=0-8-0. Standard
(lb)-Max Horz
8=424(LC 4)
Max Uplift
All uplift 100 lb or less at joint(s)
except 5=-110(LC 4),8=-960(LC 4),
7=-735(LC 4)
Max Grav
All reactions 250 lb or less at joint(s)
5,6 except 8=386(LC 1),7=457(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-379/137,2-3=-264/122
BOT CHORD
1-8=-152/424
WEBS
2-8=-160/288,3-7=-499/752
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vu1t=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Q
8 1 ty Ply
68981 EB01 MONOPITCH 1 A0112140
�J.bRefererice optional
At Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:56 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-8Wly8MryaJRk3Rsd83?zR?n6cnRR?ugGnf 19syBhTb
0 A-6 1-8-0
036 1 8-0
5.00 12 2
3x6 II
1 T1 1
B 1 ......
4x6= 3
1-10-8
3x4 11
1-8-0
1-8-0
Plate Offsets(X Y)— [2:0-4-8 0-1-8] [3:0-2-4 0-1-8]
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 6 n/r 90 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.00 6 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MP Weight:9 lb FT=0
LUMBER-
TOP CHORD 2x6 SP No.2 6)Refer to girder(s)for truss to truss connections.
BOT CHORD 2x6 SP No.2 7)Provide mechanical connection(by others)of truss
WEBS 2x4 SP No.3 to bearing plate capable of withstanding 524 lb uplift at
BRACING- joint 3.
TOP CHORD 8)Gap between inside of top chord bearing and first
Structural wood sheathing directly applied or 1-8-0 oc diagonal or vertical web shall not exceed 0.500in.
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing. LOAD CASE(S)
MiTek recommends that Stabilizers and required Standard
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 171/Mechanical
2 = -0/Mechanical
Max Horz
3 = 599(LC 4)
2 = -478(LC 4)
Max Uplift
3 = -524(LC 4)
Max Grav
3 = 192(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-573/219,2-3=-139/337
BOT CHORD
1-3=-214/599
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)'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.
5)Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply `
68981 EB02 ROOF SPECIAL GIRDER 4 1
LbA0112141
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:57 2017 Page 1
ID:16 Vcy919vi4GRLV_Pwc6N7yxF8E-ciJKLiraKdZbhbRpim WC_DKG MBI W kL4POJkJhJyBhTa
0- -8 2-3-9
0-0-5
2-3-9
3.54 F12 2
3x6
1 T1 ^W1 [—..
B1
4x6- 3
3x6 11
2-3-9
239
Plate Offsets(X,Y)— [2:0-4-3,0-1-81,[3:0-4-6,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 6 n/r 90 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.00 6 n/r 80
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:12 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 6)Refer to girders for truss to truss connections.
BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 7) ( y others)Provide mechanical connection b oth of truss
BRACING- to bearing plate capable of withstanding 761 lb uplift at
TOP CHORD joint 3.
Structural wood sheathing directly applied or 2-3-9 oc 8)Gap between inside of top chord bearing and first
puriins, except end verticals. diagonal or vertical web shall not exceed 0.500in.
BOT CHORD 9)Hanger(s)or other connection device(s)shall be
Rigid ceiling directly applied or 6-0-0 oc bracing. provided sufficient to support concentrated load(s)212
lb down and 118 lb up at 1-5-0,and 212 lb dawn and
MiTek recommends that Stabilizers and required 118 lb up at 1-5-0 on top chord,and 11 lb down and
cross bracing be installed during truss erection,in 39 lb up at 1-5-0,and 11 lb down and 39 lb up at
accordance with Stabilizer Installation uide. 1-5-0 on bottom chord. The design/selection of such
connection device(s)is the responsibility of others.
REACTIONS. (lb/size) 10)In the LOAD CASE(S)section,loads applied to the
2 = 0/Mechanical face of the truss are noted as front(F)or back(B).
3 = 268/Mechanical
Max Horz
2 = -1058(LC 4) LOAD CASE(S)
3 = 1181(LC 4) Standard
Max Uplift 1)Dead+Roof Live(balanced):Lumber Increase=1.25
3 = -761(LC 4) ,Plate Increase=1.25
Max Grav Uniform Loads(plf)
3 = 292(LC 15) Vert:1-2=-90,3-4=-20
FORCES. (lb)
Concentrated Loads(lb)Max.Comp./Max.Ten.-All forces 250(lb)or less except Vert:6=-22(F=-11,B=-11)
when shown.
TOP CHORD
1-2=-1165/455,2-3=-223/524
BOT CHORD
1-3=-445/1181
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)'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.
5)Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty PIY
68981 EB03 Monopitch 7 1 A0112142
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:58 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-4usjZ2sC5xhSI100FU1 RWQsOSb1TToKZFyTsDlyBhTZ
4-2-0
4-2-0
7 2
5.00 12 3x6
T1
W1
1 s
131 f
3x10= 3
4-4-8 - zx4 II I
4-0-8 4r2r0
4-0-8 0-1-8
Plate Offsets(X Y)— [1:0-10-0 0-1-4] [2:Edge 0-3-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 6 n/r 90 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.02 3-6 n/r 80
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 6)Refer to girder(s)for truss to truss connections.
BOT CHORD 2x6 SP No.2 7)Provide mechanical connection(by others)of truss
WEBS 2x4 SP No.3 to bearing plate capable of withstanding 384 lb uplift at
BRACING- joint 3 and 1012 lb uplift at joint 2.
TOP CHORD 8)Non Standard bearing condition. Review required.
Structural wood sheathing directly applied or 4-2-0 oc
purlins.
BOT CHORD LOAD CASE(S)
Rigid ceiling directly applied or 6-0-0 oc bracing. Standard
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 81/1VIechanical
2 = 378/Mechanical
Max Horz
3 = 1737(LC 4)
2 = -1409(LC 4)
Max Uplift
3 = -384(LC 4)
2 = -1012(LC 4)
Max Grav
3 = 84(LC 3)
2 = 454(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
BOT CHORD
1-3=-627/1737
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf-,BCDL=S.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)'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.
5)Refer to girder(s)for truss to truss connections.
y
Job Truss Truss Type QtY Ply
A0112143
68981 EB04 Diagonal Hip Girder 1 1
Jab Reference(optional)
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2011 MiTek Industries,Inc. Wed Dec 6 13:16:58 2017 Page 1
ID:I6Vcy919vi4GRLV_Pwc6N7yxF8E-4usjZ2sC5xhS1100FU1RWQsMVblwToKZFyTsDIyBhTZ =
p _g 5-9-3
7x6 II
7 2
3.,14 12
8
T1
W1 m N
1 1
Bl
6x6= 9 3
2x4 II
5-9-3
5-9-3
Plate Offsets X,Y— 1:0-1-8,0-3-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.01 6 n/r 90 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.06 3-6 n/r 80
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014lfP12007 Matrix-MP Weight:32 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP 2400F 2.0E 4)*This truss has been designed for a live load of
BOT CHORD 2x6 SP 2400F 2.0E 20.Opsf on the bottom chord in all areas where a
WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING- bottom.chord and any other members.
TOP CHORD 5)Refer to girder(s)for truss to truss connections.
Structural wood sheathing directly applied or 4-7-13 oc 6)Refer to girder(s)for truss to truss connections.
purlins. 7)Provide mechanical connection(by others)of truss
BOT CHORD to bearing plate capable of withstanding 1846 lb uplift
Rigid ceiling directly applied or 6-0-0 oc bracing. at joint 2 and 575 lb uplift at joint 3.
MiTek recommends that Stabilizers and required 8)Non Standard bearing condition. Review required.
cross bracing be installed during truss erection,in 9)Gap between inside of top chord bearing and first
accordance with Stabilizer Installation guide. diagonal or vertical web shall not exceed 0.5001n.
10)Hanger(s)or other connection device(s)shall be
REACTIONS. (lb/size) provided sufficient to support concentrated load(s)269
2 = 813/Mechanical lb down and 139 lb up at 1-5-0,269 lb down and 139
3 = 193/Mechanical lb up at 1-5-0,and 441 lb down and 629 lb up at
-Max Horz 4-2-15,and 441 lb down and 629 lb up at 4-2-15 on
2 = -3333(LC 4) top chord,and 11 lb down and 30 lb up at 1-5-0,11 lb
3 = 3652(LC 4) down and 30 lb up at 1-5-0,and 34 lb down and 169
Max Uplift lb up at 4-2-15,and 34 lb down and 169 lb up at
2 = -1846(LC 4) 4-2-15 on bottom chord. The design/selection of such
3 — -575(LC 4) connection device(s)is the responsibility of others.
Max Grav 11)In the LOAD CASE(S)section,loads applied to the
2 = 836(LC 15) face of the truss are noted as front(F)or back(B).
3 = 193(LC 1)
FORCES. (lb) LOAD CASE(S)
Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard
when shown. 1)Dead+Roof Live(balanced):Lumber Increase=1.25
TOP CHORD ,Plate Increase=1.25
1-8=-3592/1429,7-8=-3723/1514 Uniform Loads(plf)
BOT CHORD Vert:1-2=-90,3-4=-20
1-9=-1429/3652,3-9=-142913652 Concentrated Loads(lb)
Vert:6=-22(F=-11,B=-11)8=-277(F=-138,B=-138)
NOTES- 9=-68(F=-34,B=-34)
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C.Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty rTJI,
68981 HC5 RAFTER TRUSS 52 A0112144
eference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:59 2017 Page 1
ID:In1 EI4n4krFMR5vCX81ws4z20vo-Y5Q5mOtgsEpJwvaCpBYg3ePal?V9CFaiTcDPIByBhTY
2-9-5
2-9-5
3.54 12 2
P ,
T1
n
2-9-5
2-9-5
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 1-2 >999 360
TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.02 1-2 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) 0.02 1-2 >999 240 Weight:4lb FT=20%
LUMBER-
TOP CHORD 2x4 SP No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 2-9-5 oc
purlins.
BOT CHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 119/Mechanical
2 = 119/Mechanical
Max Horz
1 = 147(LC 4)
Max Uplift
1 = -214(LC 4)
2 = -257(LC 4)
Max Grav
1 = 161(LC 9)
2 = 173(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)'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.
3)Refer to girder(s)for truss to truss connections.
4)Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 214 lb uplift at
joint 1 and 257 lb uplift at joint 2.
LOAD CASE(S)
Standard
Job Truss Truss Type Qty Ply
68981 HJ5 Diagonal Hip Girder 2 1
LbA0112146
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:16:59 2017 Page 1
ID:16Vcy919vi4GRLV—Pwc6N7yxF8E-YSQSmOIgsEpJwvaCpBYg3ePXe?ODCE7ffcDPlByBhTY ,
3
3.54 12
m
0
9
2x4 II
2 T1
Ll
N
1
B1
4x6= ° ri 10
e• 6.
5 4
3x6 II
2-5-1 2-10-11 7-0-2
2_ _1
511 4-1-7
Plate Offsets(X,Y)— [5.0-4-0,0-1-8)
LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.04 4-5 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.04 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(TL) -0.06 3 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MP Weight:36 lb FT=0
LUMBER-
TOP CHORD 2x6 SP No.2 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with an other live
WEBS 2x6 SP No.2 y
BRACING- loads.
TOP CHORD 4)'This truss has been designed for a live load of
Structural wood sheathing directly applied or 6-0-0 oc 20.0psf on the bottom chord in all areas where a
purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD bottom chord and any other members.
Rigid ceiling directly applied or 10-0-0 oc bracing. 5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 119 lb uplift at
cross bracing be installed during truss erection,in joint 3,141 lb uplift at joint 4 and 1457 lb uplift at joint
accordance with Stabilizer Installation guide. 5.
7)Hanger(s)or other connection device(s)shall be
REACTIONS. (lb/size)
3 = 42/Mechanical Provided sufficient to support concentrated load(s)259
Ib down and 135 lb up at 1-5-0,259 lb down and 135
4 = -78/Mechanical Ib up at 1-5-0,and 412 lb down and 236 lb up at
5 = 444/0-11-5 (min.0-1-8) 4-2-15,and 412 lb down and 236 lb up at 4-2-15 on
Max Horz top chord,and 11 lb down and 32 lb up at 1-5-0,11 lb
5 = 367(LC 4) down and 32 lb up at 1-5-0,and 237 lb down and 190
Max Uplift lb up at 4-2-15,and 237 lb down and 190 lb up at
3 = -119(LC 4) 4-2-15 on bottom chord. The design/selection of such
4 = -141(LC 11) connection device(s)is the responsibility of others.
5 = -1457(LC 4) 8)In the LOAD CASE(S)section,loads applied to the
Max Grav face of the truss are noted as front(F)or back(B).
3 = 214(LC 18)
4 = 200(LC 14)
5 = 1024(LC 18) LOAD CASE(S)
Standard
FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25
when shown. Uniform Loads(plf)
TOP CHORD Vert:1-3=-90,4-6=-20
1-2=-353/126,2-9=-258/90 Concentrated Loads(lb)
BOT CHORD Vert:8=-22(F=-11,B=-11)9=190(F=95,B=95)
1-5=-132/367 10=197(F=99,B=99)
WEBS
2-5=-601/738
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
1
• Job Truss Truss Type Qty Ply
68981 HJ5A Diagonal Hip Girder 2 1 o tional Job Reference A0112147
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:00 2017 Page 1
I D:16 Vcy919vi4GRLV_Pwc6N7yxF8E-OH_TzkuSdYxAY29ONu3vbryiPP l QxhOdGyzl eyBhTX
-0i0 8 7-0-2
0- -8 7-0-2
3
3.54 12
0
9
2x4 II
2 T1 m
�N
N
1 w1
Ll61
4x6= 6 6 10
6• 6.
5 4
3x6 11
2-5-1 -10-11 7-0-2
2-5-1 -5-1 4-1-7
Plate Offsets(X,Y)— [2:0-3-5,0-1-8),[5:0-4-4,0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 4-5 >999 240 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) 0.03 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.05 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:36 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with any other live
WEBS 2x6 SP No.2 loads.
BRACING- 4)'This truss has been designed for a live load of
TOP CHORD 20.0psf on the bottom chord in all areas where a
Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the
purlins. bottom chord and any other members.
BOT CHORD 5)Refer to girder(s)for truss to truss connections.
Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 178 lb uplift at
cross bracing be installed during truss erection,in joint 3,74 lb uplift at joint 4 and 1502 lb uplift at joint 5.
accordance with Stabilizer Installation guide. 7)Hanger(s)or other connection device(s)shall be
provided sufficient to support concentrated load(s)259
REACTIONS. (lb/size) lb down and 135 lb up at 1-5-0,and 259 lb down and
3 = 74/Mechanical 135 lb up at 1-5-0,and 412 lb down and 236 lb up at
4 = -45/Mechanical 4-2-15 on top chord,and 11 lb down and 32 lb up at
5 = 57310-11-5 (min.0-1-8) 1-5-0,and 11 lb down and 32 lb up at 1-5-0,and 237
Max Harz lb down and 190 lb up at 4-2-15 on bottom chord.
5 = 367(LC 4) The design/selection of such connection device(s)is
Max Uplift the responsibility of others.
3 = -178(LC 14) 8)In the LOAD CASE(S)section,loads applied to the
4 = -74(LC 11) face of the truss are noted as front(F)or back(B).
5 = -1502(LC 4)
Max Grav
3 = 196(LC 18) LOAD CASE(S)
4 = 116(LC 4) Standard
5 = 902(LC 18) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
,Plate Increase=1.25
FORCES. (lb) Uniform Loads(pin
Max.Comp./Max.Ten.-All forces 250(lb)or less except Vert:1-3=-90,4-6=-20
when shown. Concentrated Loads(lb)
TOP CHORD Vert:8=-22(F=-l1,B=-11)9=95(F)10=99(F)
1-2=-369/133
BOTCHORD
1-5=-132/367
WEBS
2-5=-612/925
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Qty Ply
68981 HJSC Diagonal Hip Girder 2 1 A0112148
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:01 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-VTYrB4u4Os309Ckbxca883Uu2c43g4q?xwiWg4yBhTW
-2-9-15 0-,1-1 3-11-1 7-0-2
2-9-15 0-Y-1 3-10-0 3-1-1
3.54 F2 4
4x4 G i`
3 1 jo
5x6; 1
2
2x4 II w
1 V
4 Q
1 2x4=
2-9-15
0
<* *e 12 7 13
8 6 5
3x6 II 4x4= 4x6 Q
0-j-1 3-11-1 7-0-2
0- -1 3-10-0
Plate Offsets(X,Y)— [2:0-3-0,0-3-81 [6:0-4-14 0-1-21 [8:0-4-8 0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.03 7-8 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.03 7-8 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.34 Horz(TL) -0.01 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:66 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP 2400F 2.0E NOTES-
BOT CHORD 2x6 SP No.2 1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
W
WEBS 2x4 SP SP No.2*Except* Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
OTHERS 2x66 2x6 SP Noo..2 cantilever left exposed;end vertical left exposed;
BRACING- P P
TOP CHORD porch left exposed;Lumber DOL=1.60 plate grip
Structural woad sheathing directly applied or 6-0-0 oc DOL=1.60
purlins, except end verticals. 2)Plates checked for a plus or minus 0 degree
BOT CHORD rotation about its center.
Rigid ceiling directly applied or 6-0-0 oc bracing. 3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
MiTek recommends that Stabilizers and required loads.
cross bracing be installed during truss erection,in 4)*This truss has been designed for a live load of
accordance with Stabilizer Installation uide. 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
REACTIONS. (lb/size) bottom chord and any other members.
4 = 155/Mechanical 5)Refer to girder(s)for truss to truss connections.
8 = 429/0-10-15 (min.0-1-8) 6)Provide mechanical connection(by others)of truss
6 = 90/Mechanical to bearing plate capable of withstanding 334 lb uplift at
Max Horz joint 4,1718 lb uplift at joint 8 and 989 lb uplift at joint
8 = 764(LC 5) 6
Max Uplift 7)Hanger(s)or other connection device(s)shall be
4 = -334(LC 4) sufficient 8 = -1718(LC 4) lbdown d t ( 6
and 66 Ibup at 1 5-0,556 lb dowo support concentrated n and 366
6 = -989(LC 5) lb up at 1-5-0,and 360 lb down and 332 lb up at
Max Grav 4-2-15,and 360 lb down and 332 lb up at 4-2-15 on
4 = 195(LC 11) top chord,and 444 lb down and 388 lb up at 1-5-0,
8 = 1264(LC 17) 444 lb down and 388 lb up at 1-5-0,and 296 lb down
6 = 516(LC 16) and 250 lb up at 4-2-15,and 296 lb down and 250 lb
up at 4-2-15 on bottom chord. The design/selection
FORCES. (lb) of such connection device(s)is the responsibility of
Max.Comp./Max.Ten.-All forces 250(lb)or less except others.
when shown. 8)In the LOAD CASE(S)section,loads applied to the
TOP CHORD face of the truss are noted as front(F)or back(B).
2-10=-849/727,3-10=-532/686,
3-11=-302/191,2-8=-1050/1236
BOT CHORD LOAD CASE(S)
8-12=-627/292,7-12=-627/292, Standard
7-13=-759/491,6-13=-759/491 1)Dead+Roof Live(balanced):Lumber Increase=1.25
WEBS Plate Increase=1.25
3-6=-731/1130,3-7=-821/243, Uniform Loads(plo
2-7=-1003/1127 Vert:1-2=-90,2-4=-90,5-8=-20
Concentrated Loads(lb)
Vert:10=244(F=122,B=122)12=72(F=36,B=36)
13=13(F=6,B=6)
c
Job Truss Truss Type Qty Ply
68981 HJ7 Diagonal Hip Girder 1 1 A0112149
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:02 2017 Page 1
I D:16Vcy919vi4GRLV_Pwc6N7yxFBE-zg6DOPvi99BtnMJnUJ6NhG1 x9CMUPSy8AaR3MWyBhTV
-0 -8 9-10-1
0 -8 9-10-1
3
3.54 rl2
11 I
6x6
10 2
c
N
cL
0 1
O
e 4x6 e 13 5
=
12 6 s 3x6-- 4
4x8 II
4-1-7 4-7-2 7-3-3 9-10-1
4-1-7 5-1 2 8-1 2-6-14
Plate Offsets(X Y)— [2:0-3-0 0-4-0] [6:0-4-12 0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.05 5-6 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) 0.10 5-6 >615 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(TL) 0.09 3 n/a n/a
BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Wind(LL) -0.14 5-6 >429 240 Weight:55 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 2)Plates checked for a plus or minus 0 degree
BOT CHORD 2x6 SP 2400F 2.0E rotation about its center. -
WEBS 2x6 SP No.2'Except' 3)This truss has been designed for a 10.0 psf bottom
W2:2x4 SP No.3 chord live load nonconcurrent with any other live
BRACING- loads.
TOP CHORD 4) This truss has been designed for a live'load of
Structural wood sheathing directly applied or 3-1-10 oc 20.Opsf on the bottom chord in all areas where a
purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD bottom chord and any other members.
Rigid ceiling directly applied or 6-0-0 oc bracing. 5)Refer to girder(s)for truss to truss connections.
MiTek recommends that Stabilizers and required 6)Provide mechanical connection(by others)of truss
cross bracing be installed during truss erection,in to bearing plate capable of withstanding 240 lb uplift at
accordance with Stabilizer Installation nijidp.. joint 3,447 lb uplift at joint 4 and 3159 Ito uplift at joint
6.
REACTIONS. (lb/size) 7)Hanger(s)or other connection device(s)shall be
3 = 136/Mechanical provided sufficient to support concentrated load(s)238
4 = 405/Mechanical lb down and 126 lb up at 1-5-0,238 lb down and 126
6 = 158710-11-5 (min.0-1-15) lb up at 1-5-0,289 lb down and 228 lb up at 4-2-15,
Max Horz 687 lb down and 396 Ito up at 4-2-15,and 311 lb down
6 = 472(LC 4) and 218 lb up at 7-0-14,and 253 lb down and 145 lb
Max Uplift up at 7-0-14 on top chord,and 440 Ib down and 453
3 = -240(LC 4) lb up at -0-1-1,11 lb down and 36 lb up at 1-5-0,11
4 = -447(LC 18) lb down and 36 lb up at 1-5-0,26 lb down and 170 lb
6 = -3159(LC 4) up at 4-2-15,and 49 lb down and 18 lb up at 7-0-14,
Max Grav and 31 lb down and 15 lb up at 7-0-14 on bottom
3 = 189(LC 18) chord. The design/selection of such connection
4 = 785(LC 4) device(s)is the responsibility of others.
6 = 2307(LC 18) 8)In the LOAD CASE(S)section,loads applied to the
face of the truss are noted as front(F)or back(B).
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown. LOAD CASE(S)
TOP CHORD Standard
1-10=3121/2039,2-10=-309012115 1)Dead+Roof Live(balanced):Lumber Increase=1.25
BOT CHORD ,Plate Increase=125
1-12=-1910/3019,6-12=-1910/3019, Uniform Loads(plf)
6-13=-1784/2546,5-13=-1784/2546 Vert:1-3=-90,4-7=-20
WEBS Concentrated Loads(lb)
2-6=-2496/3231,2-5=-2831/1983 Vert:7=-350 9=-22(F=-11,B=-11)10=164(F)
12=-26(B)
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
Job Truss Truss Type Qty Ply
68981 HJ7A Diagonal Hip Girder 2 1 A0112150
Jab Reference(optional)
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:03 2017 Page 1
ID:I6 Vcy919vi4GRLV_Pwc6N7yxF8E-RsgbclwLwTJkP Wuz2l dcD Ua7icek8221OEBdvzyBhTU
-OWp-B 9_10-1
0-0-8 9-10-1
3
3.54 F12 ]a
10
2x4 11 9,�.•" 1 "
2 9
Ll
131
4x6= 11 12
5 4
3x6 1i
2-4-1 3-0-15, 9-10-1
2-4-1 '0-8-14 6-9-1
Plate Offsets(X,Y)— (5:0-4-4,0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.17 4-5 >487 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) 0.13 4-5 >614 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.11 3 n/a n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Weight:49 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with any other live
WEBS 2x6 SP No.2 loads.
BRACING- 4)'This truss has been designed for a live load of
TOP CHORD 20.Opsf on the bottom chord in all areas where a
Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the
purlins. bottom chord and any other members.
BOT CHORD 5)Refer to girder(s)for truss to truss connections.
Rigid ceiling directly applied or 4-9-3 oc bracing. 6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 457 lb uplift at
cross bracing be installed during truss erection,in joint 3,461 lb uplift at joint 4 and 2185 lb uplift at joint
accordance with Stabilizer Installation guide. 5.
7)Hanger(s)or other connection device(s)shall be
REACTIONS. (lb/size) provided sufficient to support concentrated load(s)238
3 = 189/Mechanical Ib down and 126 lb up at 1-5-0,238 lb down and 126
4 = -1/Mechanical Ib up at 1-5-0,517 lb down and 306 lb up at 4-2-15,
5 = 392/1-5-12 (min.0-1-15) 517 lb down and 306 lb up at 4-2-15,and 296 lb down
Max Horz and 201 lb up at 7-0-14,and 296 lb down and 201 lb
5 = 472(LC 4) up at 7-0-14 on top chord,and 11 lb down and 36 lb
Max Uplift up at 1-5-0,11 lb down and 36 lb up at 1-5-0,664 lb
3 = -457(LC 4) down and 274 lb up at 4-2-15,664 lb down and 274 lb
4 = -461(LC 4) up at 4-2-15,and 43 lb up at 7-0-14,and 43 lb up at
5 = 2185(LC 4) 7-0-14 on bottom chord. The design/selection of such
Max Grav connection device(s)is the responsibility of others.
3 = 392(LC 18) 8)In the LOAD CASE(S)section,loads applied to the
4 = 127(LC 16) face of the truss are noted as front(F)or back(B).
5 = 1632(LC 16)
FORCES. (lb) LOAD CASE(S)
Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard
when shown. 1)Dead+Roof Live(balanced):Lumber Increase=1.25
TOP CHORD ,Plate Increase=1.25
1-2=-434/182,2-9=485/167 Uniform Loads(plf)
BOT CHORD Vert:1-3=-90,4-6=-20
1-5=-168/472 Concentrated Loads(lb)
WEBS Vert:B=-22(F=-11,B=-1 1)9=250(F=125,B=125)
2-5=-1003/775 11=276(F=138,B=138)
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
4
d
Job Truss Truss Type Qty Ply
68981 HJ38 Diagonal Hip Girder 4 A0112145
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:03 2017 Page 1
ID:16Vcy9l9vi4GRLV_Pwc6N7yxF8E-RsgbclwLwTJkPWuz21 dcDUaC7cj382wlOEBdvzyBhTU
-0 -8 2-10-11 5-1-8
0- -8 2-10-11 2-2-12
3
3.54 F12
9 °1
2x4 II
2
T1
O N
1
81
qX6_ 10 4
n
e• e.
5
3x6 I I
2-5-1 5-1-8 --
2-5-1
Plate Offsets(X Y)— [5:0-4-4 0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.00 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) 0.01 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(TL) 0.04 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) -0.01 4-5 >999 240 Weight:27 Ib FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with any other live
WEBS 2x6 SP No.2 loads.
BRACING- 4)'This truss has been designed for a live load of
TOP CHORD 20.Opsf on the bottom chord in all areas where a
Structural wood sheathing directly applied or 5-1-8 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the
purlins. bottom chord and any other members.
BOT CHORD 5)Refer to girder(s)for truss to truss connections.
Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 276 lb uplift at
cross bracing be installed during truss erection,in joint 3,319 lb uplift at joint 4 and 1927 lb uplift at joint
accordance with Stabilizer Installation quide. S.
7)Hanger(s)or other connection device(s)shall be
REACTIONS. (lb/size) provided sufficient to support concentrated load(s)273
3 = -134/Mechanical lb down and 140 lb up at 1-5-0,273 lb down and 140
4 = -211/Mechanical lb up at 1-5-0,and 374 lb down and 209 lb up at
5 = 576/0-11-5 (min.0-1-8) 4-2-15,and 374 lb down and 209 lb up at 4-2-15 on
Max Horz top chord,and 11 lb down and 29 lb up at 1-5-0,11 lb
5 = 284(LC 4) down and 29 lb up at 1-5-0,and 425 lb down and 184
Max Uplift lb up at 4-2-15,and 425 lb down and 184 lb up at
3 = -276(LC 11) 4-2-15 on bottom chord. The design/selection of such
4 = -319(LC 11) connection device(s)is the responsibility of others.
5 = -1927(LC 4) 8)In the LOAD CASE(S)section,loads applied to the
Max Grav face of the truss are noted as front(F)or back(B).
3 = 341(LC 14)
4 = 432(LC 14)
5 = 924(LC 18) LOAD CASE(S)
Standard
FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25
when shown. Uniform Loads(plo
TOP CHORD Vert:1-3=-90,4-6=-20
1-2=-257/98 Concentrated Loads(lb)
BOT CHORD Vert:8=22(1`=-11,B=-11)9=172(F=86,B=86)
1-5=-103/284 10=185(F=93,B=93)
WEBS
2-5=-521/832
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Q A0112151
ty Ply
68981 J5 Jack-Open 4 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.cem 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:04 2017 Page 1
I D:I6Vcy919vi4GRLV_Pwc6N7yxFBE-v2E_p5xzhmRbOgT9ck8rmh6 RuOAntVFRduwARPyBhTT
0- 6 5-0-0
0-Q-6 5-0-0
3
5.00 12
2x4 11
2 T1
a0 N
N
1
131
A'
— e• c
5 4
3x6 II
1-9-8 z-1-$ 5-0-0
1-9-8 -4 2-10-8
- Plate.Offsets(X,Y)— (5:0-4-4,0-1-5)
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.00 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.01 3 n/a n/a
BCDL 10.0 Cade FBC2014/TPI2007 Matrix-MP Wind(LL) -0.00 4-5 >999 240 Weight:26 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 chord live load nonconcurrent with any other live BRACING- loads.
TOP CHORD 4)'This truss has been designed for a live load of Structural wood sheathing directly applied or 5-0-0 oc 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD bottom chard and any other members.
Rigid ceiling directly applied or 10-0-0 oc bracing. 5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 189 lb uplift at
cross bracing be installed during truss erection,in joint 3,10 lb uplift at joint 4 and 1087 lb uplift at joint 5.
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size) LOAD CASE(S)
3 = 74/Mechanical Standard
4 = -10/Mechanical
5 = 483/0-8-0 (min.0-1-8)
Max Horz
5 = 389(LC 4)
Max Uplift
3 = -189(LC 4)
4 = -10(LC 1)
5 = -1087(LC 4)
Max Grav
3 = 140(LC 9)
4 = 75(LC 4)
5 = 531(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-395/140
BOT CHORD
1-5=-141/389
WEBS
2-5=-432/797
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
•" Job Truss Truss Type Qly Ply
68981 J5A Jack-Open 4 1 A0112152
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:05 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-NEnM1 RybS4ZSeg2MASf4lvfd7QWLcz3asYgkzryBhTS
3-2-8
5.00 FIT 2
3x4 11 Ti
1
W N
N
131
e•
d d•
4 3
3x4 II
3-2-8
3-2-8
Plate Offsets(X Y)— [4:0-2-0 0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 3-4 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.00 34 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-MR Weight:17 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 6)Provide mechanical connection(by others)of truss
BOT CHORD 2x6 SP No.2 to bearing plate capable of withstanding 123 lb uplift at
WEBS 2x6 SP No.2 joint 4,315 lb uplift at joint 2 and 52 lb uplift at joint 3.
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 3-2-8 oc LOAD CASE(S)
purlins, except end verticals. Standard
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation quide.
REACTIONS. (Ib/size)
4 = 16010-8-0 (min.0-1-8)
2 = 122/Mechanical
3 = 38/Mechanical
Max Horz
4 = 228(LC 4)
Max Uplift
4 = -123(LC 4)
2 _ -315(LC 4)
3 = -52(LC 4)
Max Grav
4 = 180(LC 9)
2 = 192(LC 9)
3 = 57(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;VuIt=180mph(3-second.gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)'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.
5)Refer to girder(s)for truss to truss connections.
Job Truss Truss Type Qty Ply
68981 J5C Jack-Open 5 1 A0112153
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:05 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-NEnM1 RybS4ZSeg2MASf4lvfZMQMQcvOasYgkzryBhTS
-2-0-0 0-Qr12 5-0-0
2-0-0 0- -12 4-11-4
3
5.00 12
6xK--
2
2x4 IIo p-
e �
6 3x6 11 2x4 Q 4
2-7-15 5-0-0
2-7-15 2 4-1
Plate Offsets(X,Y)— [2:0-2-12,0-3-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 5-6 >611 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) 0.09 5-6 >650 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) -0.08 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:42 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 2)Plates checked for a plus or minus 0 degree
BOT CHORD 2x6 SP No.2 - rotation about its center.
W2:2x4
WEBS 2x6 SP SP No.3'Except 3)This truss has been designed for a 10.0 psf bottom
OTHERS 2x6 SP No.2 any chord live load nonconcurrent with other live
BRACING- loads.
TOP CHORD 4)'This truss has been designed for a live load of
Structural wood sheathing directly applied or 5-0-0 oc 20.Opsf on the bottom chord in all areas where a
purlins, except end verticals. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD bottom chord and any other members.
Rigid ceiling directly applied or 5-3-5 oc bracing. 5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 390 lb uplift at
cross bracing be installed during truss erection,in joint 3,1074 lb uplift at joint 6 and 689 lb uplift at joint
accordance with Stabilizer Installation guide. 4.
REACTIONS. (lb/size)
3 = 162/Mechanical LOAD CASE(S)
6 = 501/0-8-0 (min.0-1-8) Standard
4 = 46/Mechanical
Max Horz
6 = 805(LC 5)
Max Uplift
3 = -390(LC 5)
6 = -1074(LC 4)
4 = -689(LC 5)
Max Grav
3 = 297(LC 9)
6 = 501(LC 1)
4 = 125(LC 7)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-6=-454/523
BOTCHORD
5-6=-662/309
WEBS
2-5=-407/873
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;end vertical left exposed;porch
left exposed;Lumber DOL=1.60 plate grip DOL=1.60
f
;68981�
Truss Truss Type Qty ��Job
J7 Jack-Open 4 A0112154
eference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:06 2017 Page 1
I D:16Vcy919vi4GRLV_Pwc6N7yxF8E-rRLkEnyDDOhJGzdYj9AJr6Cj3poCLN8k4CPHV HyBhTR
0- -6 7-0-0
0-0-6 7-0-0
3
5.00 12
4x4 II
2
1
N
1 W1
1
3-2-0 6 B
4x6= 1
5 4
3x6 II
2-11-8 -3- 7-0-0
2-11-8 �- 3-8-8
Plate Offsets(X,Y)— (2:0-3-6 0-1-01 j5:0-3-12 0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.01 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) 0.01 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.06 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) -0.02 . 4-5 >999 240 Weight:37 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 3)This truss has been designed for a 10.0 sf bottom
BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with an other live
WEBS 2x6 SP No.2 Y
BRACING- loads.
TOP CHORD 4).This truss has been designed for a live load of
Structural wood sheathing directly applied or(3-0-0 oc 20.Opsf on the bottom chord in all areas where a
purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD bottom chord and any other members.
Rigid ceiling directly applied or 10-0-0 oc bracing. 5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 171 lb uplift at
cross bracing be installed during truss erection,in joint 3,38 lb uplift at joint 4 and 1641 lb uplift at joint 5.
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size) LOAD CASE(S)
3 = 72/Mechanical Standard
4 = -38/Mechanical
5 = 733/0-8-0 (min.0-1-8)
Max Horz
5 = 515(LC 4)
Max Uplift
3 = -171(LC 4)
4 = -38(LC 1)
5 = -1641(LC 4)
Max Grav
3 = 151(LC 9)
4 = 158(LC 4)
5 = 791(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-514/189
BOTCHORD
1-5=-185/515
WEBS
2-5=-613/1105
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=S.Opsf;BCDL=5.Dpsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Qty Ply
68981 RA Jack-Open 16 1 A0112155 r
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:06 2017 Page 1
I D:16Vcy919vi4GRLV—Pwc6N7yxF8E-rRLkEnyDDOhJGzdYj9AJr6CIOpgTLOck4CPHVHyBhTR
0- -6 7-0-0
0- -6 7-0-0
3
5.00 12
2x4!I 1
2 m o
c�
N
1 W1
B1
4x6= 5 q
3x6
1-9-8 2-3-8 7-0-0
Plate Offsets(X,Y)— [2:0-2-9 0-1-01 [5:0-4-4,0-1-8�
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.01 4-5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.02 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) 0.03 4-5 >999 240 Weight:36 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 3)This truss has been designed for a 10.0 psf bottom
BOB CHORD 2x6 SP No.2 chord live load nonconcurrent with an other live
WEBS 2x6 SP No.2 y
BRACING- loads.
TOP CHORD 4)*This truss has been designed for a live load of
Structural wood sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where a
pudins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD bottom chord and any other members.
Rigid ceiling directly applied or 10-0-0 oc bracing. 5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 406 lb uplift at
cross bracing be installed during truss erection,in joint 3,332 lb uplift at joint 4 and 1527 lb uplift at joint
accordance with Stabilizer Installation uide. 5
REACTIONS. (lb/size)
3 = 161/Mechanical LOAD CASE(S)
4 = 30/Mechanical Standard
5 = 575/1-0-0 (min.0-1-8)
Max Horz
5 = 515(LC 4)
Max Uplift
3 = -406(LC 4)
4 = -332(LC 4)
5 = -1527(LC 4)
Max Grav
3 = 252(LC 9)
4 = 70(LC 3)
5 = 591(LC 9)
FORCES. (Ib)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-513/218
BOT CHORD
1-5=-185/515
WEBS
2-5=-648/868
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;porch left exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Qty Ply
68981 J7B Jack-Open 3 1 A0112156
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:07 2017 Page 1
I D:16Vcy919vi4GRLV_Pwc6 N7yx F8E-Jdv6 R7zr—hpAt7CkHthYOKkxRDAu4sZtJs9g2 kyBhTQ
4-0-8 '
4-0-8
5.00 F12 2
T1
3x4 II
1
m o
N
W1
131
Q'
G'
6' s
4 3
4x4 II
4-0-8
4-0-8
Plate Offsets(X Y)— (4:0-2-0 0-1-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.01 3-4 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.01 3-4 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:23 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 5)Refer to girder(s)for truss to truss connections.
BOT CHORD 2x6 SP No.2 6)Provide mechanical connection(by others)of truss
WEBS 2x6 SP No.2 to bearing plate capable of withstanding 141 lb uplift at
BRACING- joint 4,415 lb uplift at joint 2 and 74 lb uplift at joint 3.
TOP CHORD
Structural wood sheathing directly applied or 4-0-8 oc
purlins, except end verticals. LOAD CASE(S)
BOT CHORD Standard
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 206/0-8-0 (min.0-1-8)
2 = 158/Mechanical
3 = 49/Mechanical
Max Horz
4 = 294(LC 4)
Max Uplift
4 = -141(LC 4)
2 = -415(LC 4)
3 = -74(LC 4)
Max Grav
4 = 227(LC 9)
2 = 250(LC 9)
3 = 74(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-4=-223/252
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)'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.
Job Truss Truss Type Qty Ply
68981 J7G Jack-Open 1 1
LbA0112157 Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:07 2017 Page 1
0- 7-0-0 ID:16Vcy919vi4GRLV—Pwc6N7yx.F8E-Jdv6R7zr_hpAt7CkHthYOKktoD l f4pPtJs9g2kyBhTQ
Q-6
0-b-6 7-0-0
3
5.00 12
3x6 11
2
1
N
1 Wl
1
3-2-0 5 e
4x6= s s
5 4
3x6 11
2-11-8 -3-t; 7-0-0
2-11 8 4- 3-8-8
Plate Offsets(X,Y)— [2:0-4-14,0-1-21,[5:0-4-4,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.02 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) 0.04 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(TL) 0.19 3 n/a n/a
BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Wind(LL) -0.05 4-5 >873 240 Weight:37lb FT=0
LUMBER-
TOP CHORD 2x6 SP 2400E 2.0E 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x6 SP No.2 y WEBS 2x6 SP No.2 chord live load nonconcurrent with an other live
BRACING- loads.
TOP CHORD 4)'This truss has been designed for a live load of
Structural wood sheathing directly applied or 6-0-0 oc 20.0psf on the bottom chord in all areas where a
purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD bottom chord and any other members.
Rigid ceiling directly applied or 6-6-12 oc bracing. 5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss
MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 94 lb uplift at
cross bracing be installed during truss erection,in joint 3,154 lb uplift at joint 4 and 2411 lb uplift at joint
accordance with Stabilizer Installation guide. 5
7)Hanger(s)or other connection device(s)shall be
REACTIONS. (lb/size)
provided sufficient to support concentrated load(s)366
3 = -85/Mechanical lb down and 403 lb up at -0-0-6 on bottom chord. The
4 = -138/Mechanical design/selection of such connection device(s)is the
5 = 1272/0-M (min.0-1-12) responsibility of others.
Max Herz
5 = 515(LC 4)
Max Uplift LOAD CASE(S)
3 = -94(LC 3) Standard
4 = -154(LC 9) 1)Dead+Roof Live(balanced):Lumber Increase=125
5 = -2411(LC 4) ,Plate Increase=1.25
Max Grav Uniform Loads(plf)
3 = 59(LC 4) Vert:1-3=-90,4-6=-20
4 = 295(LC 4) Concentrated Loads(lb)
5 = 1491(LC 9) Vert:6=-282
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-616/273
BOT CHORD
1-5=-185/515
WEBS
2-5=-1029/1603
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
Job Truss Truss Type Q
V10 Valley 'y Ply
68981 MH I I �Job Reference(optional) A01 12158
Al Roof Trusses,Fort Pierre,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:08 2017 Page 1
ID:16Vcy919vi4GRLV-Pwc6N7yxFBE-npTUf-r-Tl?yIVHmxraDnwXH?rdWmpE51YWuOaAyBhTP
8-8-8 i
B-8-8 L1T V
5x6= 3x4 11
2 3
5-00 F1-2-
W. 1.
5x6= 5 4
3x6 11 3x4 il
0-0r1 0 -B-8-8 10----------
8-7-14 1-3-8
Plate Offsets(X,Y)- [1:0-3-0,0-3-21,[2:0-3-0,0-3-81,[5:0-4-8,0-1-81
LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defi Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:53 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 6) This truss has been designed for a live load of
BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING- bottom chord and any other members.
TOP CHORD 7)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 6-0-0 or to bearing plate capable of withstanding 372 lb uplift at
purlins, except end verticals. joint 1,480 lb uplift at joint 4 and 1321 lb uplift at joint
BOT CHORD 5.
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in LOAD CASE(S)
accordance with Stabilizer Installation uide. Standard
REACTIONS. (lb/size)
1 = 36819-11-6 (min.0-1-8)
4 = -37019-11-6 (min.0-1-8)
5 = 959/9-11-6 (min.0-1-8)
Max Horz
I = 514(LC 4)
Max Uplift
1 = -372(LC 4)
4 = -480(LC 9)
5 = -1321(LC 4)
Max Grav
I = 433(LC 9)
4 = 458(LC 4)
5 = 1237(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
3-4=-374/269
WEBS
2-5=-875/1233
NOTES-
1)Wind:ASCE 7-10;Vult--180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,-BCDL=5.Opsf,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterion(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its renter.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Q ply A01 12159
68981 MHV12 Valley I ty Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:08 2017 Page 1
ID:16Vcy919vi4GRLV—Pwc6N7yxFBE-npTUfT—Tl?yIVHmxraDnwXH08dWwpF61YWuOaAyBhTP
8-8-8 1 2tO 0
8-8-8 3_ _�
5x6= 3x4 11
2 3
T2
5.00 F12
Wt
TJ_
...................................... ......................
L
6
5x6< 5 4
3A ii 3x4 H
8-8-8 12-0-0
0-0:10.................................... .......................
Plate Offsets(X,Y)— [2:0-3-0,0 3 ],[5:0-3-8,0-1-81
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight:63 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 6) This truss has been designed for a live load of
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 20.Opsf on the bottom chord in all areas where a
BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
Structural wood sheathing directly applied or 6-0-0 oc 7)Provide mechanical connection(by others)of truss
purlins, except end verticals. to bearing plate capable of withstanding 355 lb uplift at
BOTCHORD joint 1,39 lb uplift at joint 4 and 1030 lb uplift at joint 5.
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 373/11-11-6 (min.0-1-11)
4 = 35/11-11-6 (min.0-1-11)
5 = 769/11-11-6 (min.0-1-11)
Max Horz
1 = 488(LC 4)
Max Uplift
I = -355(LC 4)
4 = -39(LC 4)
5 = -1030(LC 4)
Max Grav
1 = 432(LC 9)
4 = 36(LC 1)
5 = 965(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
WEBS
2-5=-746/1014
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,,BCDL=5.Opsf,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty ply
68981 MHV14 Valley 1 1 � A01 12160
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:09 2017 Page I
ID:16Vcy919vi4GRLV Plwc6N7yxF8E-GOltsp?5WJ4u7RL7PHkOTIpBPlrPYiHAnAex6cyBhTO
8-8-8 14-0-0
8-8-8 5,3-8
5x6= 3x4 11
2 3
T2
5.00 r1_2
W1.
W1
................ .............. ......................
iq
Li
5x6 4
3A II, U4 ii
0-0-10 - 14-0-0
....................................................—qA-------.........................................................
0-0-10 8-7-14
Plate Offsets(X,Y)— [2:0-3-0,0-3-4].[5:0-3-8,0-1-8
LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) n/a n/a 999 MT20 244/190
TCIDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.31 Hor-z(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:72 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 6) This truss has been designed for a live load of
BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chard in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING- bottom chord and any other members.
TOP CHORD 7)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 345 lb uplift at
purlins, except end verticals. joint 1,227 lb uplift at joint 4 and 1013 lb uplift at joint
BOT CHORD 5.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and require
cross bracing be installed during truss erection,in LOAD CASE(S)
accordance with Stabilizer Installation guide Standard
REACTIONS. (lb/size)
1 = 379/13-11-6 (min.0-1-15)
4 = 206/13-11-6 (min.0-1-15)
5 = 812/13-11-6 (min.0-1-15)
Max Horz
I = 467(LC 4)
Max Uplift
I = -345(LC 4)
4 = -227(LC 4)
5 = -1013(LC 4)
Max Grav
I = 434(LC 9)
4 = 226(LC 9)
5 = 993(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
3-4=-210/258
WEBS
2-5=-78711027
NOTES-
1)Wind:ASCE 7-10;Vult-180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply
68981 MHV16 Valley 1
I A01 12161
�Job Reference(optional)
All Roof Trusses,Fort Pierce,FL 34946,design@al truss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:09 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc:6N7yxF8E-G0Itsp?5WJ4u7RL7PHkOTIpC91slYh2AnAex6cyBhTO
8-8-8 16-0-0
8-M 7-3-8
5x6= U4 11
2 3
1 5.00[-12- 12
...... .......
W1
06 5 4 3A 11
3x6 1!
0-0-10 8-8-8 16-0-0
Plate Offsets(X,Y)— [2:0-3-0,0-3-81,�5-03-12&1-8
LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefi L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25
-25 TC 0.61 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight:82 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 6) This truss has been designed for a live load of
WEBS 2x4 SP No.3 20.Opsf on the bottom chord in all areas where a
BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
Structural wood sheathing directly applied or 6-0-0 oc 7)Provide mechanical connection(by others)of truss
purlins, except end verticals. to bearing plate capable of withstanding 337 lb uplift at
BOT CHORD joint 1,353 lb uplift at joint 4 and 1036 lb uplift at joint
Rigid ceiling directly applied or 10-0-0 oc bracing. 5.
MiTek recommends that Stabilizers and
cross bracing be installed during truss erection,in LOAD CASE(S)
accordance with Stabilizer Installation uide. Standard
REACTIONS. (lb/size)
1 = 382115-11-6 (min.0-2-4)
4 = 340115-11-6 (min.0-2-4)
5 = 895/15-11-6 (min.0-2-4)
Max Horz
1 = 449(LC 4)
Max Uplift
I = -337(LC 4)
4 = -353(LC 4)
5 = -1036(LC 4)
Max Grav
I = 434(LC 9)
4 = 379(LC 9)
5 = 1071(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
3-4=-331/387
WEBS
2-5=-857/1075
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf,,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qiy Ply
A01 12162
68981 MHV18 Valley 1
1 �Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:10 2017 Page 1
ID:16Vcy9l9vi4GRLV Pwc6N7yxF8E-kCbF49?kHcClkbwJy?FF?yMNjRCpHgDK?qNVe3yBhTN
8-8-8 13-4-4 18-0-0
8-8-8 4-7-12 4-7-12
5x6= 2x4 11 3x4 11
2 3 4
5.00 F1-2 12
-J1
..................... -13Z
............ .............
9f
6
4x6 8 7 6 5 3x4 11
M 11 5x6= W 11
O-Q 10 8-8-8 1344 18�O�O
0-0-10 8-7-14 4-7-12 4_
Plate Offsets(X,Y)- [2:0-3-0,0-3-01,[8:0-4-4,0-1-81
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) Ildef] Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:95 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 7)Provide mechanical connection(by others)of truss
BOT CHORD 2x6 SP No.2 to bearing plate capable of withstanding 320 lb uplift at
WEBS 2x4 SP No.3 joint 1,215 lb uplift at joint 5,879 lb uplift at joint 8 and
BRACING- 465 lb uplift at joint 6.
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals. LOAD CASE(S)
BOT CHORD Standard
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation quide.
REACTIONS.All bearings 17-11-6.
(lb)-Max Horz
1=437(LC 4)
Max Uplift
All uplift 100 lb or less at joint(s)
except 1=-320(LC 4),5=-215(LC 4),
8=-879(LC 4),6=-465(LC 4)
Max Grav
All reactions 250 lb or less at joint(s)
5 except 1=429(LC 9),8=912(LC 9),
6=533(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
WEBS
2-8=-708/880,3-6=-481/538
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf-,BCDL=5.Opsf,,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)'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.
Job Truss Truss Type Qty Ply
68981 MV2 Valley 3 1 A0112165
Job Reference(optional)
Al Root Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:10 2017 Page 1
I0:16Vcy919vi4GRLV_Pwc6N7yxF8E-kCbF49?kHcClkbwJy?FF?yM W CRFZHD IK?g NVe3yBhTN
2-0-0
2-0-0
5.00 12
2
1 T
a
3
4x6
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Udell Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight:6 ib FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 7)Provide mechanical connection(by others)of truss
BOA CHORD 2x4 SP No.2 to bearing plate capable of withstanding 71 lb uplift at
BRACING-TOP CHORD joint 1 and 111 lb uplift atjoint 2.
Structural wood sheathing directly applied or 2-0-0 cc
purT
BOT CHORD LOAD CASE(S)Rigid ceiling directly applied or 10-0-0 cc bracing. Standard
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 58/1-11-6 (min.0-1-8)
2 = 47/1-11-6 (min.0-1-8)
3 = 11/1-11-6 (min.0-1-8)
Max Horz
1 = 83(LC 4)
Max Uplift
1 = -71(LC 4)
2 = -111(LC 4)
Max Grav
1 = 72(LC 9)
2 = 71(LC 9)
3 = 21(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
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 atjoint(s)2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
Job Truss Truss Type Qty ply
68981 MV4 Valley 3 I � A01 12167
Job Reference(optional)
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:11 2017 Page 1
ID:16Vcy919Vi4GRLV—Rwc6N7yxF8E-CO9dHUOM1wKcMIVWWimUYAvftjqbOOgYTEU72BVyBhTM
4-0-0
4-0-0
2
5.00 P-2
io
4x6
LOADING(psq SPACING- 2-0-0 CSI. DEFIL. in (loc) I/defi L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(I-L) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-P Weight:16 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 7)Provide mechanical connection(by others)of truss
BOT CHORD 2x6 SP No.2 to bearing plate capable of withstanding 192 lb uplift at
BRACING- joint 1 and 300 lb uplift at joint 2.
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc
purlins. LOAD CASE(S)
BOT CHORD Standard
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
1 = 157/3-11-6 (min.0-1-8)
2 = 128/3-11-6 (min.0-1-8)
3 = 28/3-11-6 (min.0-1-8)
Max Horz
1 = 224(LC 4)
Max Uplift
I = -192(LC 4)
2 = -300(LC 4)
Max Grav
1 = 195(LC 9)
2 = 192(LC 9)
3 = 57(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l 80mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf,,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
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)2 considers parallel to grain value
using ANSI1TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
Job Truss Truss Type Q'y
68981 MV6 Valley 3 -1 Ply
1 AO 112168
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:112017 Page 1
ID:16Vcy9l9vi4GRLV—PwG6N7yxF8E-CO9dHUOMlwKcMIVWWimUYAvbNqaDOgYTEU72BVyBhTM
6-0-0
6-0-0
3A 11
2
1 5.00 F1-2
ru JW1
.......---------------
B1
9
3
4x6 3x6!I
Plate Offsets(X,Y)— (2:0-2-0,0-0-8)
LOADING(psf) SPACING- 2-0-0 i CS1. DEFL. in (loc) Ildefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014[rPI2007 Matrix-P Weight:28 lb FT 0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 6)Provide mechanical connection(by others)of truss
WEBS 2x4 SP No.3 to bearing plate capable of withstanding 310 lb uplift at
BRACING- joint 1 and 461 lb uplift at joint 3.
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals. LOAD CASE(S)
BOT CHORD Standard
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
--]
cross bracing be installed during truss erection,
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 25915-11-6 (min.0-1-8)
3 = 259/5-11-6 (min.0-1-8)
Max Horz
1 = 361(LC 4)
Max Uplift
1 = -310(LC 4)
3 = -461(LC 4)
Max Grav
1 = 320(LC 9)
3 = 361(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-3=-314/485
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf-,BCDL=5.Opsf,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconGurrent 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.
Job �Truss Truss Type Qty Ply 68981 MV8 Valley 3 1 A01 12169�Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:12 2017 Page I
ID:16Vcy919vi4GRLN_Pwc6N7yxFBE-gbj?Vql—oEST—u4i4QHj5NRfBEuQ]7c)rT8sbjxyBhTL
8-0-0
8-0-0
3x6 11
2
5.00 F12—
-wil
"Alt
131 bul
5x6 3x6 11
Plate Offsets(X,Y)— [1:0-3-0,0-3-21,[2:0-3-0.0:Q-4j,[3:0-4-0,0-1-81
LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:39 lb FT 0%
LUMBER-
TOP CHORD 2x6 SP No.2 6)Provide mechanical connection(by others)of truss
BOT CHORD 2x6 SP No.2 to bearing plate capable of withstanding 408 lb uplift at
WEBS 2x4 SP No.3 joint 1 and 609 lb uplift at joint 3.
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc LOAD CASE(S)
purlins, except end verticals. Standard
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
1 = 369[7-11-6 (min.0-1-8)
3 = 36917-11-6 (min.0-1-8)
Max Harz
1 = 480(LC 4)
Max Uplift
I = -408(LC 4)
3 = -609(LC 4)
Max Grav
I = 446(LC 9)
3 = 500(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-270/147,2-3=-433/642
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf,,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL--1.60
2)Plates checked for a plus or minus 0 degree rotation
about its renter.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonGoncurrent with any other live loads.
5)*This truss has been designed for a live load of
213.0psf 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.
Job Truss Truss Type C�ty Ply A01 12163
68981 MV1 0 Valley 2 1
1 Ply
Reference(optional)
Al Roof Trusses,Fort Pierre,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:12 2017 Page I
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-gbj?Vq1—oEST—u4i4QHj5NRnYEwll3CcT8sbjxyBhTL
4-6-9 10-0-0
4-6-5
3X4
5.00 FT2-
3A 11
2 W2
D B.T. .............
4A 5 4 3x4 11
U6
Plate Offsets(X,Y)— [2:0-3-9,0-0-51,[5:0-3-8,0-1-81
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl Ud i
PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC I I Vert(LL) n/a - n/a 999 MT20 244/190
0:3
TCDL 15.0 Lumber DOL 1.25 BC Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES V E 0.29 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:52 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2 5) This truss has been designed for a live load of
WEBS 2x4 SP No.3 20.Opsf on the bottom chord in all areas where a
BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
Structural wood sheathing directly applied or 6-0-0 oc 6)Provide mechanical connection(by others)of truss
purlins, except end verticals. to bearing plate capable of withstanding 376 lb uplift at
BOT CHORD joint 4 and 934 lb uplift at joint 5.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 10919-11-6 (min.0-1-8)
4 = 243/9-11-6 (min.0-1-8)
5 = 605/9-11-6 (min.0-1-8)
Max Horz
1 = 588(LC 4)
Max Uplift
4 = -376(LC 4)
5 = -934(LC 4)
Max Grav
I = 109(LC 1)
4 = 322(LC 9)
5 = 801(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-545/214,3-4=-275/395
WEBS
2-5=691/990
NOTES-
1)Wind:ASCE 7-10;Vult--1 80mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Job Truss Truss Type Qty Ply
68981 MV25 Valley 2 1 A0112166
�J.bRef.rence(opfional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:13 2017 Page 1
I D:16Vcyglgvi4GRLV_Pwc6N7yxF8E-8nGNiA2cZXaKb2fue7oyda_l KeHLUa2mhoc9FNyBhTK
2-4-13 ,
2-4-13
5.00 U - 2
T^
1 / \
o�
6
0
3
4x6
I
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-P Weight:9 lb FT=0
LUMBER-
TOP CHORD 2x6 SP No.2 7)Provide mechanical connection(by others)of truss
BOT CHORD 2x6 SP No.2 to bearing plate capable of withstanding 84 lb uplift at
BRACING- joint 1 and 131 lb uplift at joint 2.
TOP CHORD
Structural wood sheathing directly applied or 2-4-13 oc
purlins. LOAD CASE(S)
BOT CHORD Standard
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
1 = 69/2-4-3 (min.0-1-8)
2 = 5612-4-3 (min.0-1-8)
3 = 1212-4-3 (min.0-1-8)
Max Horz
1 = 98(LC 4)
Max Uplift
1 = -84(LC 4)
2 = -131(LC 4)
Max Grav
1 _ = 85(LC 9)
2 = 84(LC 9)
3 = 25(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Opsf;h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
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)2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
Job Truss Truss Type Qty Ply
68981 MV110 Valley 1 1 A0112164
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:13 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-8nGNiA2cZXaKb2fue7oyda_11eHGUa2mhoc9FNyBhTK .
1-10-0
1-10-0
5.00 12
2
T
81
c
0
3
3x6 i
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:4 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 7)Provide mechanical connection(by others)of truss
BRACING- to bearing plate capable of withstanding 72 lb uplift at
TOP CHORD joint 1 and 114 lb uplift at joint 2.
Structural wood sheathing directly applied or 1-10-0 oc
BOT CHORD LOAD CASE(S)
Rigid ceiling directly applied or 10-0-0 oc bracing. Standard
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 59/1-9-6 (min.0-1-8)
2 = 49/1-9-6 (min.0-1-8)
3 = 11/1-9-6 (min.0-1-8)
Max Horz
1 = 86(LC 4)
Max Uplift
1 = -72(LC 4)
2 = -114(LC 4)
Max Grav
1 = 74(LC 9)
2 = 73(LC 9)
3 = 22(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,,BCDL=5.Opsf;h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Extedor(2);
cantilever left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
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)2 considers parallel to grain value
using ANSIffPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
Job Truss Truss Type Qty Ply
68981 V4 Valley 1 1 A0112172
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:14 2017 Page 1
ID:16Vcy919vi4GRLV_Pwc6N7yxF8E-czgmvW2EKriADCE4BrJBAoXCm2dpD 11vwSLingyBhTJ
2-0-0 4-"
2-0-0 2-0-0
5.00 ,2 2 5x6=
3
� T 1
131
a ro
o �
4x6 4x6
0 10 4-0-0
0- -10 3-11-6
Plate Offsets(X Y)— [2:0-3-0 Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr _ YES WB 0.00 Horz(TL) -0.00 - 3 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-P Weight:12 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 4-0-0 cc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 116/3-10-13 (min.0-1-8)
3 = 116/3-10-13 (min.0-1-8)
Max Uplift
1 = -177(LC 4)
3 = -177(LC 4)
Max Grav
1 = 154(LC 9)
3 = 154(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vult=180mph(3-second gust)
Vasd=139mph;TCDL=5.Opst BCDL=5.Opsf,h=33ft;
Cat.II;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)'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.
7)Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 177 lb uplift at
joint 1 and 177 lb uplift at joint 3.
Job Truss Truss Type Qty Ply
68981 V8 Valley 1 1 A01 12173
Lb Reference(optional)
Al Roof Trusses,Fort Pierre,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:14 2017 Page 1
ID:16Vcy9lgvi4GRLV Pwc6N7yxF8E-czqmvW2EKriADCE4BrJBAoX9H2bnD11vwSLinqyBhTJ
4-0-0 8-0-0
4-0-0 4-0-0
5x6
5.00 rl_2 2
TJ.........
Ti
9.
3
..................................................................................
B1
4x6 06
0-071.0 ......................8-0-0
...1.......................................
0-0:10 7-11-6
Plate Offsets(X.Y)-- [2:6-
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0:21, Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.19
JE Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES \A1B 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TP]2007 Matrix-P Weight:33 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2 7)Provide mechanical connection(by others)of truss
BOT CHORD 2x6 SP No.2
BRACING- to bearing plate capable of withstanding 433 lb uplift at
TOP CHORD joint 1 and 433 lb uplift at joint 3.
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD LOAD CASE(S)
Rigid ceiling directly applied or 10-0-0 oc bracing. Standard
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
-REACTIONS. (lb/size)
I = 313r7-10-13 (min.0-1-8)
3 = 313r7-10-13 (min.0-1-8)
Max Uplift
I = -433(LC 4)
3 = 433(LC 4)
Max Grav
1 = 402(LC 9)
3 = 402(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-480/602,2-3=480/602
BOT CHORD
1-3=-449/385
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vult=1 80mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)*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.
Job Truss Truss Type Qty
68981 V12 Valley 1 �ply 1 � A0112170
Job Reference(optional)
Al Roof Trusses,Fort Pierce,,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:15 2017 Page I
ID:16Vcygl9vi4GRLV—Pwc6N7yxF8E-4AO87s3s5gq1 rMpHlYrQi?3J8SxDxSg3965FKGyBhT]
6-0-0 12-0-0
6-M 6-0-0
5x6
2
5.00 F1—2
'T
1 PT11
3
-----.........
1Z:::J
td= 1 -9
6
4 4 466 2x4 :
12-0-0
0-0110
LOADING(psf) SPACING- 2-0-0 CS. DEFL. in (loc) I/defi Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 i Vet(LL) ./a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 j BC Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WI; t):11 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-S Weight:55 lb FT=0%
LUMBER-
TOP CHORD 2X6 SP No.2 7)Provide mechanical connection(by others)of truss
BOT CHORD 2X6 SP No.2 to bearing plate capable of withstanding 331 lb uplift at
OTHERS 2x4 SP No.3 joint 1,331 lb uplift at joint 3 and 638 Ito uplift at joint 4.
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc LOAD CASE(S)
pudins. Standard
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
M7iek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 245/11-10_13 (min.0-1-9)
3 = 245/11-10_13 (min.0-1-9)
4 = 576/11-10_13 (min.0-1-9)
Max Uplift
1 = -331(LC 4)
3 = -331(LC 4)
4 = -638(LC 4)
Max Grav
I = 309(LC 9)
3 = 309(LC 9)
4 = 698(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
WEBS
2-4=-528/621
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vult=l 80mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf,BCDL=5.Opsf,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)*This truss has been designed fora 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.
Truss Type
68981 6 A01 12171
_Job TV'1uss Valley Lb Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.120 s Nov 12 2017 MiTek Industries,Inc. Wed Dec 6 13:17:15 2017 Page I
ID:16Vcy9l9vi4GRLV—Pwc6N7yxFBE-4AO87s3s59qlrMpHlYrQi?3GVSvYxRq3965FKGyBhTI
8-0-0 16-0-0
8-0-0 8-0-0
5x6
2
5.06 F1_2
T J1
STI..........
3
4x6 4 4x6
3x6 11
.................... ........... 16-0_0
15-11-6 _64=10
Plate Offsets(X,Y)-- 12:0-3-0,0-3-41
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 1�210 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC
O2 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014ITP]2007 Matrix-S Weight:75 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6SPNo.2 6) This truss has been designed for a live load of
OTHERS 2x4 SP No.3 20.Opsf on the bottom chord in all areas where a
BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
Structural wood sheathing directly applied or 6-0-0 oc 7)Provide mechanical connection(by others)of truss
puriins. to bearing plate capable of withstanding 425 lb uplift at
BOTCHORD joint 1,425 lb uplift at joint 3 and 816 lb uplift at joint 4.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required ] LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 1 346/15-10-13 (min.0-2-2)
3 = 346/15-10-13 (min.0-2-2)
4 = 813/15-10-13 (min.0-2-2)
Max Uplift
I = -425(LC 4)
3 = -425(LC 4)
4 = -816(LC 4)
Max Grav
I = 424(LC 9)
3 = 424(LC 9)
4 = 961(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
WEBS
2-4=-724/801
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vult=l 80mph(3-second gust)
Vasd=139mph;TCDL=5.Opsf;BCDL=5.Qpsf,,h=33ft;
Cat.11;Exp D;Encl.,GCpi=0.18;C-C Exterior(2);
Lumber DOL=1.60 plate grip DOL=1.60
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
JANUARY 17, 2017 TYPICAL HIP/KING JACK CONNECTION STDTLOI
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD.
FORT PIERCE,FL 34946 Attach King Jack w/(3) 16d Toe
772-409-1010 Nails @ TC &24" Strap w/ (6)
10d x 1.5" ea. end @ BC
rj
Attach End Jack's Attach Corner Jack's
w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC &
& (3) 16d Toe Nails @ BC BC (Typ)
0
ti
ttach Corner Jack's
/ (2) 16d Toe Nails
@ TC & BC (Typ)
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Far F
FEBRUARY 17,2017 ALTERNATE GABLE END BRACING DETAIL STDTL03
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
HORIZONTAL BRACE 2X6 DIAGONAL BRACE SPACED 48'
(SEE SECTION A-A) O.C. ATTACHED TO VERTICAL WITH
TRUSSSES a (4) - 16d NAILS, AND ATTACHED TO
24' O.C- BLOCKING WITH (5) - 10d COMMONS.
NAIL ❑IAGONAL BRACE TO
............................... ...- � PURLIN WITH TWO 16d NAILS.
A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD.
FORT PIERCE,FL 34946 2X4 PURLIN FASTENED TO FOUR
772-409-1010 TRUSSES WITH (2) - 16d NAILS
1' - 3' MAX. \ EACH. FASTEN PURLIN TO BLOCKING
\ W/ (2) - 16d NAILS (MIND.
PROVIDE 2X4 BLOCKING BETWEEN
DIAL. BRACE THE TRUSSES SUPPORTING THE
AT 1/3 POINTS BRACE AND THE TWO TRUSSES ON
IF NEEDED _ \ EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
\ \ 10d NAILS AT EACH END. ATTACH
\ DIAGONAL BRACE TO BLOCKING WITH
IT IS THE RESPONSIBILITY OF THE BLDG. \ (5) - 10d COMMON WIRE NAILS.
❑ESIGNER OR THE PROJECT ENGINEER/ARCHITECT \
TO DESIGN THE CEILING ❑IAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENOS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE STRUCTURAL
FOLLOWING NAIL SCHEDULE. GABLE TRUSS
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG
NAILING SCHEDULE: VERTICAL
- FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED G' O.C.
- FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
(.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
/ AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE. INLAYED STUD
STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS ❑ETAIL IS FOR
VERTICAL/STUDS ONLY-
NOTE: THIS ❑ETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYE❑ /
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE /
TRUSS
JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04
CONNECTION DETAIL
Ai
�S THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98,ASCE 7-02,ASCE 7-05,ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
.� DRAWING FOR UPLIFTS.
NOTE:THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24-O.C.OR LESS.
A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD.
FORT PIERCE,FL 34946
772-409-1010
PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2'X 8"
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR TEE-LOCK MULTI-USE CONNECTION PLATES SPACED 48'O.C. PLATES
ADDITIONAL PIGGYBACK TRUSS INFORMATION. SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48'O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR(4)6d(1.5'X 0.099-)NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS.AT EACH 2'X 8'TEE-LOCK MULTI-USE
CONNECTION PLATE.(MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
(PURLINS AND CONNECTION BY OTHERS)
irl
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
(SPACING NOT TO EXCEED 24' D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
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JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05
' GENERAL SPECIFICATIONS:
1. NAIL SIZE=3"X 0.131"=10d
2. WOOD SCREW=4.5"WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
e 4. INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND
s
SECURE TO BASE TRUSSES AS PER DETAIL"A".
mr:
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS-01.
A-1 ROOF TRUSSES 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
4451 ST.LUCIE BLVD. GABLE END,COMMON
FORT PIERCE,FL 34946 TRUSS,OR GIRDER
772-409-1010 TRUSS
II II II II II II 11 Ij II 11
11 II II II �1 �I
II 11 II II 11 11 II 11
II Ij Ij II II II II 11 11
II 11 II 11 II II 11 II
II II II II 11 � I
II 11 II 11 II II
11 11 II II II II
I I II II I 11
- VALLEY TRUSS 1
BASE TRUSSES
(TYPICAL) 11
L L
P 12 VALLEY TRUSS GABLE END,COMMON
(TYPICAL) TRUSS,OR GIRDER TRUSS
r
I
SEE DETAIL"A"
BELOW(TYP.)
TRUSS CRITERIA:
SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH
W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-10: 170 MPH
NAILS 6"O.C. MAX MEAN ROOF HEIGHT=30 FEET
ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE:1.60
MAX TOP CHORD TOTAL LOAD=50 PSF
ATTACH 2X4 CONTINUOUS#2 MAX SPACING=24"O.C.(BASE AND VALLEY)
SYP TO THE ROOF W/TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
WS45(1/4'X 4.5")WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
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JULY 17, 2017 TRUSSED VALLEY SET DETAIL STDTL06
- ' GENERAL SPECIFICATIONS:
is
1. NAIL SIZE=3"X 0.131'=10d
�3
2.WOOD SCREW=3"WS3 USP OR EQUIVALENT.
o:
3. INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL
!:
�I•i
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
®` DRAWINGS.
�I 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
ww.�'=.
-.""..'-"-" TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
A-1 ROOF TRUSSES 6. NAILING DONE PER NDS-01.
4451 ST.LUCIE BLVD. GABLE END,COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
FORT PIERCE,FL 34946 TRUSS,OR GIRDER
772409-1010 TRUSS
II 11 11 II 11 11 11 II
11 11 II II 11 II 11 II 11 II
1 I 11 11 II 11 11 II I 1
II Ip I 11 11 I II
Ip 1{ II 11 II II 11 II
11 II II 11 1 II 11 II
Ip 11 11 11 II jl II
1j 11 11 II II II
Ip II II Ij Ij
Ij 11 II II
II II I�
li li BASE TRUSSES
VALLEY TRUSS
(TYPICAL) 11
GABLE END,COMMON
TRUSS,OR GIRDER
P 1-2 VALLEY TRUSS TRUSS
(TYPICAL)
Is
I
SEE DETAIL'A"
BELOW CrYP.)
SECURE VALLEY TRUSS
W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH
NAILS 6"O.C. WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT=30 FEET
ROOF PITCH=MINIMUM 3112 MAXIMUM 6112
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE:1.60
ATTACH 2X4 CONTINUOUS#2 MAX TOP CHORD TOTAL LOAD=50 PSF
O THE ROOF W/TWO LISP MINIMUM
SPACING=24'O.C.(BASE AND VALLEY)
SYP T
WS3 X 3')WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
INTO EACH BASE TRUSS.
DETAIL A
(NO SHEATHING)N.T.S.
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.;.:
FL 34946':
(aTrylglpel YASEt,IB.eolhassts Ani rlieztelll P:[._E.,n;dyiondr„49tmmem,kaalfo"a,is wfiren pacassiam halt Aj laa(Itsses A":aprT larr6atlLp,E� ,,,• _
JULY 17, 2017 TRUSSED VALLEY SET DETAIL STDTL07 '
HIGH WIND VELOCITY
NOTE:VALLEY STUD SPACING NOT TO
EXCEED 48"O.C.SPACING.
w
A
w'
mm..
..��:
A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD.
FORT PIERCE,FL 34M
772-409-1010
ATTACH VALLEY TRUSSES TO LOWER TRUSSES
WITH USP RT7 OR EQUIVALENT.
WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT=30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:1.60
MAX TOP CHORD TOTAL LOAD=50 PSF
MAX SPACING=24"O.C.(BASE AND VALLEY)
SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'-10'ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPFS SPECIES LUMBER.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON-BEVELED MAXIMUM 6112 PITCH NON-BEVELED
BOTTOM CHORD BOTTOM CHORD
n
o�
FOR BEVELED BOTTOM CLIP MUST BE APPLIED TO
CHORD,CLIP MAY BE APPLIED THIS FACE WHEN PITCH
TO EITHER FACE. EXCEEDS 6112(MAXIMUM
12/12 PITCH)
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Fc t Pit,ce FL 34945
••• E.,fdehl£29164.1Eaafiuus..inihyt,i:m:all[,Pf Ba�xdczlioncflnd¢tome¢t,iaaaYlaeat.is�tal;d'sedr;s5eatt6a ri¢mgecaissiaabemkttacltenui:Rxtany114c.5aU(4.E ,;
FEBRUARY 17,2017 STANDARD GABLE END DETAIL STDTL08
VERTICAL 2X6 SP OR SPF
•: STUD #2 DIAGONAL
TYPICAL 2X4 L-BRACE BRACE
�. NAILE❑ TO 2X4 VERTICALS
�; W/lOd NAILS,.6' O.C. (4) - 16d
�.:
�■ NAILS 16d NAILS
VERTSTUD ICAL SPACED 6' O.C.
(2) 10d NAILS
INTO 2X6 2X6 SP OR
...a■,
SPF #2
SECTION B-B 2X4 SP OR
A-1 ROOF TRUSSES SPF 02 TYPICAL HORIZONTAL
4451 ST.LUCIE BLVD.
FORT PIERCE,FL 34946 BRACE NAILED TO
772-409-1010 2X4 VERTICALS
TRUSS GEOMETRY AND CONDITIONS SECTION A-A W/(4) - 10d NAILS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING ❑RAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
O TRUSSES AS NOTED.
Q VARIES TO COMMON TRUSS THE FIRST TOENAIL WBLOCK BLOCKING TO TRUSSES
* WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
A
(4) 8d NAILS MINIMUM, ROOF
R 3X4= PLYWOOD
SHEATHING BIL0T6 SHEATHING
* CK
DIAGONAL BRACING *9CL - BRACING REFER /
REFER TO SECTION A-A TO SECTION B-8 24' MAX. /
NOTE:1. MINIMUM E TOP AND BOTTOM CHORDS. (2) _
2. CONNECTION GRADE ETWEEN BOTTOM CHORD H F GABLE END TRUSS AND WALL TO 12' MAX. AILS lOd
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM. /
4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
J
BETTER WITH ONE ROW OF IOd NAILS SPACED 6' D.C. / TRUSSES a 24' O.C.
S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT4' - 0' D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED G' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE -- TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A-A) 16d NAILS, AND ATTACHED
7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. - TO BLOCKING WITH (5)B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE IOd NAILS.
S. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE
RESPECTIVELY. (SEE SECTION A-A)
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
END WALL
MINIMUM STUD STUD WITHOUT 2X4 DIAGONAL (2) DIAGONAL
SIZE SPECIES SPACING BRACE L - BRACE I BRACE BRACES AT
1/3 POINTS
AND GRADE
MAXIMUM STUD LENGTH
2X4SP#31STUD 12'0.C. 3-8-10 5-0-11 6-6-11 11-1-13
2X4 SP#31 STUD 16'O.C. 3-3-10 4-9-12 6-6-11 9-10-15
2X4 SP#31 STUD 24'O.C. 2-8-6 3-11-3 54-12 8-1-2
2X4 SP 42 12'O.C. 3-10-15 5-0-11 6-6-11 11-8-14
2X4 SP#2 16'O.C. 3-0-11 4-9-12 6-0-11 10-8-0
2X4 SP#2 24,O.C. 3-1-4 3-11-3 6-2-9 9-3-13
DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE- DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I-BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF ❑IAGONAL BRACE
WITH 10d NAILS G' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
MAX MEAN ROOF HEIGHT=30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
I
T-BRACE / I-BRACE DETAIL
FEBRUARY 17,2017 WITH 2X BRACE ONLY STDTL09
® NOTES:
®' T-BRACING / I-BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I-BRACE MUST COVER 907 OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I-BRACE WEBS TO
e CONTINUOUS LATERAL BRACED WEBS.
o;
ev:
�.
A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD.
FORT PIERCE,FL 34946
772-409-1010
NAILING PATTERN BRACE SIZE FOR ONE-PLY TRUSS
T-BRACE SIZE NAIL SIZE NAIL SPACING SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
2X4 OR 2X6 OR 2X8 10d 6" O.C. WEB SIZE 1 2
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I-BRACE (ON 2X3 OR 2X4 2X4 T-BRACE 2X4 I-BRACE
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
2X6 2X6 T-BRACE 2X6 I-BRACE i
2X8 2X8 T-BRACE 2X8 I-BRACE
BRACE SIZE FOR TWO-PLY TRUSS
NAILS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
} 2X3 OR 2X4 2X4 T-BRACE 2X4 I-BRACE
SPACING
-A 2X6 2X6 T-BRACE 2X6 I-BRACE
k
2X8 2X8 T-BRACE 2X8 I-BRACE
k
WEB T-BRACE / I-BRACE MUST BE SAME SPECIES
-A AND GRADE (OR BETTER) AS WEB MEMBER.
k
}
T-BRACE
NAILS NAILS
WEB
NAILS WEB
I-BRACE T-BRACE
SECTION DETAILS
s
FEBRUARY 17,2017 LATERAL BRACING RECOMMENDATIONS STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
�I ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONE❑ DIRECTLY UNOER THE
_._.__ ++ � TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST.LUCIE BLVD.
FORT PIERCE,FL34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772.409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d
TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0.131' X 3')
BLOCKING BEHIND THE VERTICAL ATTACH 2X4 VERTICAL
WEB IS RECOMMENDED WHILE TO FACE OF TRUSS. ATTACH TO CHORD
NAILING THE STRONGBACK FASTEN TO TOP AND WITH (2) #12 X 3'
BOTTOM CHORD WITH WOOD SCREWS
(2) - 10d NAILS (0131' (0.216' OIA.)
X 3') IN EACH CHORD
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO
TO BOTTOM CHORD NAILS (0131' X 31 NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
TRUSS 2X6 4' - 0' WALL BLOCKING
STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS)
r5:m 5z 175�_q \
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNE❑ BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
FEBRUARY 17,2017 LATERAL TOE-NAIL DETAIL STDTL11
NOTES:
1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45` WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE ❑RIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
® SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
_.___ ................. BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
4451 ST.LUCIE BLVD. SPECIES FOR MEMBERS OF ❑IFFERENT SPECIES.
FORT PIERCE,FL 34946
772-409-1010
TOE-NAIL SINGLE SHEAR VALUES THIS DETAIL IS ONLY APPLICABLE TO
PER NOS 2001 (LB/NAIL) THE THREE END DETAILS SHOWN BELOW.
OIA SP OF HF SPF SPF-S IVIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
.131 88.0 80.6 69.9 68.4 59.7
o .135 93.5 85.6 74.2 72.6 63.4
J
.162 108.8 99.6 86.4 84.5 73.8
ri
SIDE VIEW
(2X3) 2 NAILS
.128 74.2 67-9 58.9 57.6 50.3
Z NEAR SIDE
p .131 75.9 69.5 60.3 59.0 51.1
J
N 148 81.4 74.5 64.6 63.2 52.5 NEAR SIDE
ri
VALUES SHOWN ARE CAPACITY PER TOE-NAIL. SIDE VIEW SIDE VIEW
APPLICABLE ❑URATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS (2X3) 2 NAILS
EXAMPLE: NEAR SIDE NEAR SIDE
(3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15: NEAR SIDE NEAR SIDE
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE NEAR SIDE
NEAR SIDE
ANGLE MAY ANGLE MAY ANGLE MAY
VARY FROM VARY FROM VARY FROM
30• TO 60° 30' TO 60' 30' TO 60'
45.00' 45.00°
45.00°
i
FEBRUARY 17,2017 UPLIFT TOE-NAIL DETAIL STDTL12
r
TOE-NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
snow.
DIA. SP OF HF SPF SPF-S
LD
.131 59 46 32 30 20
■o
J
�• .135 60 48 33 30 20
A-1 ROOF TRUSSES °
4451 ST.LUCIE BLVD. .162 72 58 39 37 25
FORT PIERCE.FL 34946
772-409-1010
J
S .128 54 42 28 27 19
� Z
.131 55 43 29 28 19
O
z J
LU
J .148 62 48 34 31 21
J_ N
Q
Z
.120 51 39 27 26 17
U
THIS ❑ETAIL SHALL BE USED FOR A CONNECTION Z .128 49 38 26 25 17
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER O
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. J .131 51 39 27 26 17
O 148 57 44 31 28 20
r�
NOTES:
1. TOE-NAILS SHALL BE DRIVEN AT-AN-ANGLE OF 30° WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER ENO AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE-NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIN❑
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
:** USE (3) TOE-NAILS ON 2X4 BEARING WALL
+** USE (4) TOE-NAILS ON 2X6 BEARING WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
NEAR SIDE NEAR SIDE
30"
TOP PLATE
OF WALL L
X q1' FOR ' NAIL
1-1/1 .25' NAIL
FAR SIDE 1-3/16' FOR 3.5' NAIL
SIDE VIEW END VIEW
FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13
Am
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
A-1 ROOF TRUSSES
4RT ST.PIERCE,
F BLVD.349MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
FORT PIERCE,FL 34946
772-409-1010
7-10, 29'-0" Mean Height, Exp. B, C or D.
i
\Ao
2�
2x4 P,
2 S No. 2 (Min)
o°
A°
o°
1 .5x4 A°
2x2 SP No. 3
1 .5x4
i
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4
FO EXTERIOR FLAT GIRDER TRUSS
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ram
saai.
A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD,
FORT PIERCE,FL 34946 12
772-409-1010
VARIES
(4) 12d
TRUSS 2411 O.C. (4) 12d
MAX 30" (2'-6")
UPLIFT CONNECTION
(SEE ROOF TRUSS) 2x6 #2 SP (Both Faces)
24" O.C.
EXTERIOR FLAT SIMPSON H5
GIRDER
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FEBRUARY 17 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS,AND STDTL15
DAMAGED OR MISSING CHORD SPLICE PLATES
i,
TOTAL NUMBER MAXIMUM FORCE (LBS) 157 LOAD DURATION
OF NAILS EACH X
SIDE OF BREAK (INCHES)
C SP OF SPF HF
v
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
_._ 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
A-1 ROOF TRUSSES
4451ST.LUCIE BLVD. 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
FORT PIERCE,FL 34946
772-409-1010 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48" 3657 5485 1 3346 5019 2829 4243 1 2898 4347
+ DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2)(6) SPACED 4' O.C. AS SHOWN (.131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
L ,lpl
l�
G •• �2- �tiZ
}
BREAK
3�
• IOd NAILS NEAR SIDE
+10d NAILS FAR SIDE y' TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
X' MIN G. MIN
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR ❑ETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE ENO ❑ISTANCE, EDGE ❑ISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOI❑
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS-
r
FEBRUARY 17,2017 SCAB APPLIED OVERHANGS STDTL16
0
o
._.
A-1 ROOF TRUSSES
4451 ST-LUCIE BLVD.
FORT PIERCE,FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, ❑F) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' ❑IA. X 3') SPACED 6' O.C.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOI❑ LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SCAB
(L) (2.0 x L)
24"MAX 24"MIN
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS ❑ETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINE❑ INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS ❑ESIGN
FOR PLATE SIZES AND LUMBER GRADES
Y
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AM
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A-1 ROOF
im TRUSSES
A FLORIDA CORPORATION
Important Notes / Please Review Prior to Truss Installation:
1) Trusses are to be handled,installed and braced in accordance to the following standards:ANSI/TIP 1-2007;
WTCA 1-1995—"Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses",
and `SCSI 1-03 Guide to Good Practice For Handling,Installing,& Bracing of Metal Plate Connected Wood
Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof
Trusses. Spanish versions are also available.
2) All temporary and permanent bracing design,connection,material,and labor by others.
3) Truss designs are for an individual component,not for a truss system. Reactions and uplifts may vary from building
designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies.
4) If provided by truss manufacturer,any engineered beams provided have been sized using information design
guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts,and
bearing requirements. Truss manufacturer is not responsible for specifying beams,other than those provided by
truss manufacturer.
5) Unless specified,roof trusses are not designed for any additional attic storage loads.
6) On flat surfaces,adequate drainage must be provided to avoid ponding.
7) It is the builder's responsibility to assure there is adequate room for A/C ducts,electrical wiring and plumbing runs
to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic
access opening should be located between trusses unless otherwise noted.
8) Unless specified,valley framing design,connection,material and labor to be supplied by the builder.
9) Attached_ drawings are standard details that cover most installation standards. Structural details provided by the
building designer supersede any attached details.
10)Trusses are not designed to carry the chimney,cupola,steeple,or other structures unless specified. Structure should
be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the
structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must
be provided by the building designer.
1 1)The specific engineered truss drawings are subject to other terms,conditions,and details on the truss placement plan
and/or individual truss design drawings.
12)Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials,
erection personnel,equipment,whether temporary or permanent,are not allowed unless specified on sealed
engineered drawings.
Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010.
4451 St. Lucie Blvd.,Fort Pierce,FL 34946
772-409-1010 Office 772-409-1015 Fax www.Altruss.com
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STRUCTURAL
CONPIFC TOR:S'
p MPGR'company
Hangers
Allowable Load(lbs)
DF-L/SP LSL LVL PSL SPF I-JOIST
LISP 160%
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T1 JU524 1881, 655 750 820 510 - - - -
(4)-10d(Header)
FL821.39,
(2)-10d(Joist)
11-
0510.01,
RR 25779
LU524 670 765 825 490 - - _ _ _ (4)-10d(Header)
(2)-10d(Joist)
T2 JUS26 1881, 850 975 1060 1115
- (4)-lOd(Header)
FL821.42,
(2)-10d(Joist)
11-
0510.01,
RR 25779
LU526 855 990 1070 1165 - - _ _ _ (4)-10d(Header)
(2)-10d(Joist)
T3 MSH422 1831, 2025 2025 2025 - (22)-10d(Face-Face Max Nailing)
FL822.36, (6)-10d(Face-Top Max Nailing)
08- (6)-10d(Joist-Face Max Nailing)
0303.06, (6)-10d(Joist-Top Max Nailing)
RR 25836 (4)-10d(Top-Top Max Nailing)
13116-R
THA422 2245 2245 2245 - -
- _ _ _ (6)-16d(Carried Member-Face Mount)
(6)-10d(Carried Member-Top Flange)
(22)-16d(Face-Face Mount)
(2)-16d(Face-Top Flange)
(4)-I6d(Top-Top Flange)
THA1412 1835 1835 1835 - -
- _ _ _ (2)-10d x 1-1/2 or 2-lOd x 1-1/2(Carried Member)
(20)-10d or(2)-10d(Face)
(4)-10d(Top)
T4 THD26 1781, 2485 2855 3060 2170
� FL13285.35, - (18)-16d(Face)
(12)-10d x 1-1/2(Joist)
06-
0921,05,
RR 25843
HTU26 2940 3340 3600 1555 - -
_ _ _ (11)-SOd x 1-1/2(Carried Member)
(20)-10d x 1-1/2(Carried Member-Max Nailing)
(20)-16d x 1-112(Carrying Member)
(20)-16d x 1.1/2(Carrying Member-Max Nailing)
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STRUCTURAL
CONNECTORS`
A Wok"Company
Hangers
Allowable Load(Ibs)
DF-L/SP LSL LVL PSL SPF HOIST
LISP 160%
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T5 THD26-2 1781, 2540 2920 3175 2285 - - - (18)-16d(Face)
FL13285.35, (12)-lad(Joist)
06-
0921.05,
RR 25843
13116-R
HHUS26-2 2785 3155 3405 1550 - - - - - (14)-16d(Face)
(6)-16d(Joist)
HTU26.2 2940 3340 3600 2175 - - - - - (20)-10d(Carried Member-Max Nailing) -
(20)-16d(Carrying Member-Max Nailing)
T6 THD28 1781, 3865 3965 3965 2330 (28)-16d(Face)
FL13285.35, (16)-10d x 1-1/2(Joist)
06-
0921.05,
RR 25843
HTU28 3820 4340 4680 2140 - - - - - (16)-10dx1-112(Carried Member-Max Nailing)
(26)-16d(Carrying Member-Max Nailing)
T7 THD28-2 1781, 3950 4540 4935 2595 (28)-16d(Face)
FLY3285.35, (16)-10d(Joist)
06-
0921.05,
RR 25843
13116-R
HHUS28-2 4210 4770 5140 2000 - - - - _ (22)-16d(Face)
(8)-16d(Joist)
HTU28-2 3920 4340 4680 3485 - - - - - (26)-10d(Carried Member-Max Nailing)
(26)-26d(Carrying Member-Max Nailing)
T8 THD46 1781, 2540 2920 3175 2285 (18)-16d(Face)
FL13285.35, (12)-10d(Joist)
06-
0921.05,
RR 25843
13116-R
HHUS46 2790 3160 3410 1550 - - - - - (14)-16d(Face)
(6)-16d(Joist)
^Ilusp
STRUCTURAL
r,.ONNFCTOIRS°
T A MiTGW Ctampany
Hangers
Allowable Load(lbs)
DF-L/SP LSL LVL PSL SPF I-JOIST
LISP 160%
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T9 THD48 1781, 3950 4540 4935 2595 - - - -
(28)-16d(Face)
FL1328S.35, (16)-10d(Joist)
06-
0921.05,
RR 25843
13116-R
HHUS48 4210 4770 5140 2000 - - _ _ _ (22)-16d(Face)
(8)-16d(Joist)
T10 THDH26-2 1881, 3915 4505 4795 2235
- (20)-16d(Face)
FL821.75,
(8)-1Dd(Joist)
06-
0921.05,
RR 25779
13116-R
HGUS26-2 4355 4875 5230 2155 - - _ _ _ (20)-16d(Face)
(8)-16d(Joist)
T11 THDH26-3 1881, 3915 4505 4795 2235 (20)-16d(Face)
FL821.75,
(8)-10d(Joist)
06-
0921.05,
RR 25779
HGUS26-3 4355 4875 5230 2155 - - - - _ (20)-16d(Face)
(8)-16d(Joist)
T12 THDH28-2 1881, 6535 7515 8025 2665
- (36)-16d(Face)
FL821.77,
(10)-16d(Joist)
RR 25779
13116-R
HGUS28-2 7460 7460 7460 3235 - - _ _ _ (36)-16d(Face)
(12)-16d(Joist)
T13 THDH28-3 1881, 6770 7785 8025 2665
- - (36)-16d(Face)
FL821.75,
(10)-16d(Joist)
06-
0921.05,
RR 25779
HGUS28-3 7460 7460 7460 3235 - - _ _ _ (36)-16d(Face)
(12)-16d(Joist)
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CONNECTORS
A MiTek'Company
Fastener Comparison Table
Connector Schedule
Group Label USP Stock No Required Fasteners Reference No Required Fasteners
(4)-10d(Header) (4)-10d(Header)
- T1 JUS24 LUS24
(2)-lad(Joist) (2)-10d(Joist)
(4)-10d(Header) (4)-10d(Header)
T2 JUS26 LUS26
(4)-10d(Joist) (4)-10d(Joist)
(22)-lod(Face-Face Max Nailing) (6)-16d(Carried Member-Face Mount)
(6)-10d(Face-Top Max Nailing) (6)-16d(Carried Member-Top Flange)
- T3 MSH422 (6)-lod(Joist-Face Max Nailing) THA422 (22)-16d(Face-Face Mount)
(6)-10d(Joist-Top Max Nailing) (2)-16d(Face-Top Flange)
(4)-10d(Top-Top Max Nailing) (4)-16d(Top-Top Flange)
(18)-16d(Face) (11)-10d x 1-112(Carried Member)
(12)-10d x 1-1/2(Joist) (20)-10dx 1-112(Carried Member-Max Nailing)
- T4 THD26 HTU26
(20)-16d(Carrying Member)
(20)-16d(Carrying Member-Max Nailing)
(18)-16d(Face) (14)-16d(Face)
T5 THD26-2 HHUS26-2
(12)-lod(Joist) (6)-16d(Joist)
(28)-16d(Face) (16)-10d x 1-112(Carried Member-Max Nailing)
- T6 THD28 HTU28
(16)-lod x 1-1/2(Joist) (26)-16d x 1-112(Carrying Member-Max Nailing)
(28)-16d(Face) (21)-16d(Face)
T7 THD28-2 HHUS28-2
(16)-10d(Joist) (8)-16d(Joist)
(18)-16d(Face) (14)-16d(Face)
- T8 THD46 HHUS46
(12)-10d(Joist) (6)-16d(Joist)
(28)-16d(Face) (22)-16d(Face)
T9 THD48 HHUS48
(16)-10d(Joist) (8)-16d(Joist)
(20)-16d(Face) (20)-16d(Face)
- T10 THDH26-2 HGUS26-2
(81-i6d(Joist) (8)-16d(Joist)
(20)-16d(Face) (20)-16d(Face)
- T11 THDH26-3 HGUS26-3
(8)-16d(Joist) (8)-16d(Joist)
(36)-16d(Face) (36)-16d(Face)
T12 THDH28-2 HGUS28-2
(10)-16d(Joist) (12)-16d(Joist)
(36)-16d(Face) (36)-16d(Face)
T13 THDH28-3 HGUS28-3
(10)-16d(Joist) (12)-16d(Joist)
A
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STRUCTURAL
CONNECTORS'
A MiTek'Company
A S'
JUS24 JUS26 MSH422
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F E
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TH D26 TH D26-2 TH D28
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l ((( n I [
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TH D28-2 TH D46 TH D H 26-2
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THDH26-3 THDH28-2 THDH28-3
REPAIR REQUESTS
When sending in repair requests,please use engineering sheets to describe the issue or damage,and email to design@altruss.com. Engineering sheets
correctly marked with the issue/damage are required.
NOTE:Photos of the issue/damage can be included with the engineering sheet,but pictures by themselves are in most cases not very helpful.
1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair.
2. If there are any special circumstances(sheeted,ductwork or similar obstructions,etc.)please make sure you note it on the drawing or email request.
3. We cannot provide sealed drawings for"field built"trusses.
4. See example markup details below.
BREAK:: Use aline to denote the MISSING I DAMAGED PLATE:
exact location of the break Circle Missing or Damaged Plate
1 2- 3 4 5 & T 8 9 � 11 12 13
v, ttP1 J2 U J2 t t2 �Y2 %V2 %In
d
21 zo � ais 17 is
TRUSS MODIFICATION: 7
ALTERNATE/REMED BEARING LOCATION: if truss is too long I short,provide detailed
Draw in new location of bearing,and provide dimension of it's location sketch and provide dimensions as needed.
r MISSING I DAMAGED PLATE
MISSING PIECE: If there are Circle Missing or Damaged Plate
multiple breaks,resulting in missing
SPLIT I CRACK: Denote exact location of denote
BREAFCexact locationof break
line to
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damage,andprovide length if greater than 1T
IM
10 1.
2
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=1= DEFLECTION.(CROWN: Denote exact location of where the start and:
1" out of lane stag of the issue,as wall as dimensions of where the issue occurs. '
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