HomeMy WebLinkAboutTruss 4451 ST. LUCIE BLVD
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FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
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TRUSS ENGINEERING
BUILDER: RENAR
PROJECT: MORNINGSIDE
COUNTY: ST LUCIE
LOT/BLK/MODEL: LOT:18 / BLK:9 / MODEL:CAYMAN 1763 / ELEV:B /
BURGHER RES
CD JOB#: 68989
MASTER#: XRMSCMB
OPTIONS: STANDARD
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` ::Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
/�� ; ROOF z;;z These truss designs rely on lumber values established by others.
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RE: Job XRMSCMB A-1 Roof Trusses
4451 St Lucie Blvd
Site Information: Fort Pierce,FL 34946
Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE
Lot/Block: Model: CAYMAN 1763
Address: Subdivision:
City: County: St Lucie State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6
Wind Code:ASCE 7-10 Wind Speed: 160 MPH
Roof Load:40.0 psf Floor Load:0.0 psf
This package includes 26 individual,dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 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 A0796072 A01SGE 5/21/16 13 A0796084 B03 5/21/16 25 A0796096 VM02 5/21/16
2 A0796073 A02 5/21/16 14 A0796085 B04GE 5/21/16 26 A0796097 VM04 5/21/16
3 A0796074 A03 5121/16 15 A0796086 C018GE 5/21/16
4 A0796075 A04 5/21/16 16 A0796087 CA 5/21/16
5 A0796076 A05 5/21/16 17 A0796088 CJ3 5/21/16
6 A0796077 A06 5/21/16 18 A0796089 CJ5 5121/16
7 A0796078 A06A 5/21/16 19 A0796090 CJ5A 5/21/16
8 A0796079 A07 5/21/16 20 A0796091 HA 5/21/16
9 A0796080 A08 5/21/16 21 A0796092 J5 5/21/16
10 A0796081 A09SGE 5/21/16 22 A0796093 A 5/21/16
11 A0796082 B01 5121/16 .23 A0796094 VO4 5/21/16
12 A0796083 B02GE 5/21/16 24 A0796095 V07 5/21/16
The truss drawing(s)referenced have been prepared by MiTek Industries,Inc.under my direct supervision based,on the parameters provided_byA-!..Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2017. ' 61.
NOTE:The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown. ,� j g ;
The suitability and use of components for any particular building is the responsibility of the :++ .� `f ft
building designer,perANSUTPI-1 Sec.2. ti s4O
The Truss Design Drawing(s)(rDD[s])referenced have been prepared based on the e * n + Mr
construction documents(also referred to at times as'Structural Engineering Documentsly : �?+ ..
provided by the Building Designer indicating the nature and character of the work. ;W + x a\ ,• wR
The design criteria therein have been transferred to Anthony Tombo III PE by[Al Roof +"
Otgitally signed by Antho ! i
Trusses or specific location]. These TDDs(also referred to at times as'Structural Delega Tombo,w ' i+ i
Anthony DN:�USa Florida,l= s:s Y
Engineering Documents)are specialty structural component designs and may be part of the Pierce,o-whole House ? +"
projects deferred or phased submittals. As a Truss Design Engineer(i.e.,Specialty T.Tom bo 6nglneed ng,—An'
Engineer),the seal here and on the TDD represents an acceptance of professional email-nnlnony.Tomm be I� �T+ t •
engineering responsibility for the design of the single Truss depicted on the TDD only. The I I ylneedng.net
Dale:2016JO 307.
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all Anthony Tombo III,P.E. S*zL-,rRA .
related notes.
313 BC A2 21 ilQ:Otl Ot!QO'4C 12.87 DF
Page 1 of 1
r.
Job Truss Truss Type Qty ply
XRMSCMB A01SGE Common Girder 1 1 A0796072
Job Reference o tional
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:53 2016 Page 1
15-6-0 ID:ld_OOXyyT61Bi_TXo ljwHHzefvK-Awl Mfj_601caojRPO_gnUSW?VPhter2Ei9T18KzEJM4
14 12-0-3 1 1 -3 18-11-13 25-1-13 2511 10 31-3-11 38-0-0 9-4-
-4 5-3-14 0-10-0 3-5-13 6-2-0 0-9-3 5-0-1 6-8-5 -4-
2-7-13
6.00 12 5x6=
Dead Load Dell.=1/16 in
9
5x6 G
T 4 5x6
-1 3x4 6 11 3x4
ti;
W
5x8 1 3x 5 5 44via3 g= c2 5
dt 1 1
2244 45 46 21 4748 2049 19 50 18 17
3x6= 5x6= 3x4= 4x6 11 5x6= 3x6=
20
6-3 6 12-0-3 18-11-13 25-1-13 25�llli) 31-3-11 31r11-2 38-0-0
6-0-14 0-7-8 5-8-14 6-11-10 6-2-0 0- - 3 5 4-1 0-7-7 6-0-14
Plate Offsets(X,Y)- [6:0-3-0,0-3-01,[8:0-2-8 0-2-81.[9:0-2-13 Edge] [11:0-3-0 0-3-01 [18.0-2-12 0-3-01 [21.0-2-8 0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.05 18-19 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.13 18-19 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.02 15 n/a n/a
BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight:292 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 11)Provide mechanical connection b others of truss
BOT CHORD 2x4 SP No.2 BOT CHORD to bearing plate capable of withstanding 517 lb uplift at
WEBS 2x4 SP No.3 2-22=-339/570,22-44=-352/556, joint 2,1730 lb uplift at joint 19,1250 lb uplift joint
OTHERS 2x4 SP No.3 44-45=-352/556,45-4fi=-352/556, j ato
1 p j p
BRACING- 21-46=-352/556,21-47=-456/450, 21 and 681 lb uplift at joint 15.
TOP CHORD 47-48=456/450,20-48=-456/450, 12)"Semi-rigid pitchbreaks with fixed heels'Member
Structural wood sheathing directly applied or 5-7-5 oc 20-49=-737/748,49-50=-737/748, end fixity model was used in the analysis and design
purlins. 19-50=-737/748,18-19=-514/789, of this truss.
BOT CHORD 17-18=-492/764,15-17=-489/773 13)Graphical purlin representation does not depict the
Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS size or the orientation of the purin along the top and/or
WEBS 8-20=-589/331,8-19=-1188/1050, bottom chord.
1 Row at midpt 12-19 8-9=-870/546,12-19=-1518/1194, 14)Hanger(s)or other connection device(s)shall be
JOINTS 10-11=-341/404,5-21=-453/697, provided sufficient to support concentrated load(s)484
1 Brace at Jt(s):8,12,7 3-22=0/432,3-21=-10291682, lb down and 520 lb up at 6-3-9,and 168 lb down and
200 lb up at 8-10-15,and 168 lb down and 200 lb up
4-7=-608/718,5-20=-653/433 MiTek recommends that Stabilizers and required at 10-10-15 on top chord,and 103 lb down at 6-0-1,
cross bracing be installed during ayss erection,in 51 lb down at 7-0-13,51 lb down at 8-10-15,51 lb
accordance with Stabilizer Installation uide. NOTES- ,down at 10-10-15 94 lb down and 281 lb u at
1)Unbalanced roof live loads have been considered p
REACTIONS.All bearings 0-7-10. for this design. 12-4-12,94 lb down and 281 lb up at 144-12,and 94
)Wind:ASCE 7-10;Vult=160m h(3-second lb down and 281 lb up at 16-4-12,and 94 lb down and
(lb)-Max Horz 2 p ( secon gust) 281 lb up at 18-4-12 on bottom chord. The
2=-33(LC 16) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Max Uplift Cat.II;Exp B;Part.Encl.,GCpi=0.55;C-C Exterior(2); design/selection of such connection device(s)is the
All uplift 100 lb or less at joints) cantilever left and right exposed;end vertical left responsibility of others.
exposed;Lumber DOL=1.60 plate grip DOL=1.60 15)In the LOAD CASE(S)section,loads applied to the
except 2=-517(LC 4),19=-1730(LC 4), 9 face of the truss are noted as front F back B
21=-1250(LC 4),15=-681(LC 16) 3) Truss designed for wind loads in the plane of the ( )or ac ( )
Max Grav truss only. For studs exposed to wind(normal to the
All reactions 250 lb or less at joint(s) face),see Standard Industry Gable End Details as LOAD CASE(S)
except 2=632(LC 20),19=2021(LC 20), applicable,or consult qualified building designer as Standard
21=1237(LC 20),15=793(LC 9) per ANSI/TPI 1. 1)Dead+Roof Live(balanced):Lumber Increase=1.25
4)Provide adequate drainage to prevent water Plate In Roof
Lie(balanced):
FORCES. (lb) ponding.
Max.Comp./Max.Ten.-All forces 2501(lb)or less except 5)All plates are 1.5x4 MT20 unless otherwise Uniform Loads(plf)
when shown.
indicated. Vert:1-3=-54,3-9=-54,9-14=-54,14-16=-54,
37-40=-20
TOP CHORD 6)Plate(s)at joint(s)2,20,8,19,12,11,10,23,24, Concentrated Loads(lb)
2-3=-687/398,4-43=0/275,4-6=-70/363, 25.26,7,6,27,4,28,29,30,31,32,33,34,13,35, Vert:Concen4=-68trated
Loads
((F)22=-71(F)43=-68(F)
6-9=-54/489,9-11=-40/476, 36,3,21,5,18,22,14,17 and 15 checked for a plus 44=-34(F)45=-34(F)46=-34(F)47=-81(F)48=-81(F)
11-13=-219/483,13-14=-200/414, or minus 0 degree rotation about its center.
14-15=-972/767,3-5=-184/256, - 7)Plate(s)at joint(s)9 checked for a plus or minus 3 49=-81(F)50=-81(F)
5-7=-151/382,7-8=-120/432, degree rotation about its center.,
10-12=-178/287,12-14=-1109/922 8)Gable studs spaced at 2-0-0 oc.
BOT CHORD 9)This truss has been designed for a 10.0 psf bottom
2-22=-339/570,22-44=-352/556, chord live load nonconcurrent with any other live
4445=-352/556,4546=-352/556, loads.
2146=-352/556,21-47=456/450, 10)•This truss has been designed for a live load of
47-48=456/450,20-48=456/450, 20.Opsf on the bottom chord in all areas where a
20-49=-737/748,49-50=-737f748, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. _
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atn:dttsTanssr.:,hsttss is h:agnsO:Igd!ko.s,&d.,srks,higd,,lieralfo'M e,h9eueeddhs m�tlrlt(sxlsebslk7liepsslss41r41.rk epmddGaID&ul sryfi:NmdAtTnss;cdsVgkul;,dc0s,ushr tinue Fnap Ad!his,
=80083
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(oWirlit'D20164-I RuMissses-hllsonyL lombo ill,P.L Reptodudioe ofthis dotumeat,in nnyfarm,is prohihbed wahoutthe avitten permission leem4-I Rod husses-kthooy L Tomb lit P.I. Fort Pierce,FL 34946
All
Job Truss Truss Type Qty Ply
XRMSCMB A02 Common 3 1 A0796073
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:63 2016 Page 1
ID:ld_OOXyyT6lBi TXoljwHHzefvK-Aw1Mfj_OlcaojRPO—gnUSW5ZPiOexGEi9TIBKzEJM4
�1 4-0 6-7-0 6 -5 12-0-3 17,-10-3 19-0-0 25-1-13 25�11r13 31-3-11 31,5-0 38-0-0 39-4�
� 6-7-0 0--5 5-3-14 0-1 -0 6-1-13 6-1-13 0-1 -0 5-3-14 0--5 6-7-0 -4-0
6.00 12 5x6=
6
3x4
3x6 3x4
T 3x6
4
5 7 8
3x4 3x4
3 W4 W4 9
1
2
oa Fill 1 qm
11 $1
16 15 23 14 24 13 12
3x6=
1.5x4 11 5x6= 5x8= 5x6= 1.5x4 11 3x6=
6-7-0 12-0-3 18-11-13 19i0-0 25-11-13 28-2-1q 31-5-0 , 38-0-0
6-7-0 5-5-3 6-11-10 0- -3 6-11-13 2-2-13 3-2-5 6-7-0
Plate Offsets(X Y)— [13:0-2-8,0-3-01,[14:0-4-0,0-3-0),[15:0-2-8,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.04 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.10 13-14 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 10 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:209 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered
WEBS 2x4 SP No.3 for this design.
BRACING- 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
TOP CHORD Vasd=124mph;TCDL=42psf;BCDL=5.Opsf;h=15ft;
Structural wood sheathing directly applied or 5-5-2 oc Cat.11;Exp B;Part.Encl.,GCpi=0.55;C-C Extedor(2);
purlins. cantilever left and right exposed;end vertical left
BOT CHORD exposed;Lumber DOL=1.60 plate grip DOL=1.60
Rigid ceiling directly applied or 10-0-0 oc bracing, 3)Plates checked for a plus or minus 0 degree
Except: rotation about its center.
6-0-0 oc bracing:14-15. 4)This truss has been designed for a 10.0 psf bottom
WEBS chord live load nonconcurrent with any other live
1 Row at midpt loads.
4-14,6-14,8-14 5)'This truss has been designed for a live load of
MiTek recommends that Stabilizers and required 20.Opsf on the bottom chord in all areas where a
cross bracing be installed during truss erection,in rectangle 3-6-0 tall by 2-0-0 wide will fit between the
accordance with Stabilizer Installation uide. bottom chord and any other members,with BCDL=
10.Opsf.
REACTIONS.All bearings 0-7-10. 6)Provide mechanical connection(by others)of truss
(lb)-Max Horz to bearing plate capable of withstanding 436 lb uplift at
2=-33(LC 5) joint 2,442 lb uplift at joint 15,1202 lb uplift atjoint 14
Max Uplift and 605 lb uplift at joint 10.
All uplift 100 lb or less at joint(s) 7)"Semi-rigid pitchbreaks with fixed heels"Member
except 2=-436(LC 4),15=-442(LC 4), end fixity model was used in the analysis and design
14=-1202(LC 4),10=-605(LC 5) of this truss.
Max Grav
All reactions 250 lb or less at joint(s)
except 2=498(LC 10),15=742(LC 10), LOAD CASE(S)
14=1862(LC 10),10=775(LC 9) Standard
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-3=-340/227,3-4=-38/312,4-5=-47/330,
5-6=-33/453,6-7=-33/453,7-8=-47/330,
8-9=-405/355,9-10=-886/575
BOT CHORD
15-23=-363/454,14-23=-363/454,
12-13=-310/689,10-12=-310/689
WEBS
3-15=-602/503,4-15=-319/247,
4-14=-293/371,6-14=-833/513,
8-14=-1005/793,8-13=-193/497,
9-13=-590/496
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menin dd"etryda�lmesre<aesnm iprittwhi.te:sros,oeridift l,t0t@ed,:mgoerp,,nlmtSift oge,ad,q I4I,4 Fort Pierce,FL 34946
(opyright�iQl6Ad 9aofUussas-AnfhonyT.TemhaIll,P.E.6earadudian alibis dommdnt,in any form,isprobli ftedwithal this written permission Item Ad AoolTmsses-AmhanyLTamha III,p.I.
P
k
Job Truss Truss Type Qty PIY
XRMSCMB A03 Roof Special 3 1 A0796074
Job Reference o tional
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:54 2016 Page 1
ID:ld_0OXyyT6(81 TXoliwHHzefvK-e7bks3?k93kRQtObyhL0lf2FmpvzNHkOxpCJhmzEJM3
1 4- 7-3-8 11-10-10 19-0-0 25-0 4 32-1-9 38-0-0 9-4
4 7-3-8 7-1 6 6-0 4 7-1-5 5-10-7 4
6.00 FIT 5x10 MT20HS= Dead Load Defl.=112 in
6
3x6 i
4x6� T iA
5
4 5
3x4
3 W 1.Sx4
131W2 14 5x8: r
r
3x4� a
04
1 2 3 `5.8
9 r
o 3.00 12 11
17 16 12
5x10= 3x6=
3x6= 4x6= 2x4 11 2x4 11
7-3-8 11-10-10 15-6 0 19-1-6 27-10-2 38-M
7-3-8 4-7-1 3-7 6 3-7-6 8 8-12 10-1-14
Plate Offsets(X Y) [7:0 3 0 0 3-0] [9'0 2 12 0-1-8] [11:0-3-4 0-3-0] [12'0-2-0 0-1-0) [13:0-5-4 Edge] [1570-5-0 Edge] [17:0-2-12 0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lied PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.33 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.83 11-12 >551 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horc(TL) OA7 9 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:222 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2*Except* WEBS
B2,B4:2x4 SP No.3 3-17=-1375/818,15-17=-1375/2714,
WEBS 2x4 SP No.3*Except* 3-15=-661/1555,4-14=-850/694,
W7:2x4 SP No.2 11-13=-1384/2883,7-13=0/449,
BRACING- 7-11=-10691567,8-11=-407/459,
TOP CHORD 6-14=-529/731
Structural wood sheathing directly applied or 2-2-0 oc
purlins. 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=160mph(3-second gust)
1 Row at midpt 11-13,7-11 Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft;
MiTek recommends that Stabilizers and required Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cross bracing be installed during truss erection,in cantilever left and right exposed;end vertical left
accordance with Stabilizer Installation guide. exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise
REACTIONS. (lb/size) indicated.
2 = - 1484/0-7-10 (min.0-1-15) 4)Plates checked for a plus or minus 0 degree
9 = 147910-7-10 (min.0-1-14) rotation about its center.
Max Harz 5)This truss has been designed for a 10.0 psf bottom
2 = -33(LC 5) chord live load nonconcurrent with any other live
Max Uplift loads.
2 — -1017(LC 4) 6)'This truss has been designed for a live load of
9 = -1006(LC 5) 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
2 = 1616(LC 10) bottom chord and any other members.
9 = 1609(LC 9) 7)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 1017 lb uplift
FORCES. (lb) at joint 2 and 1006 lb uplift at joint 9.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)"Semi-rigid pitchbreaks with fixed heels"Member
when shown. end fixity model was used in the analysis and design
TOP CHORD of this truss.
2-3=-2716/1538,3-4=-4437/2443,
4-5=-3777/2039,5-6=-3700/2063, LOAD CASE(S)
6-7=-342711813,7-8=-2512/1490, Standard
8-9=-2813/1688
BOT CHORD
2-17=-1185/2331,4-15=-167/356,
14-15=-1940/4032,13-14=-1061/2921,
6-13=-966/2217,9-11=-1 364/2452
WEBS
3-17=-13751818,15-17=-137512714,
3-15=-661/1555,4-14=-850/694,
11-13=138412883,7-13=0/449,
7-11=-1 069/567,8-11=-407/459,
WmngNsu9amtltrt#rYre'il{O:fflA553(S£iSir g[S31i 1'.UlS6[Ot061tSPJS10Nl4TiY'}1186�S.iti,YttChn ird}triiprv'cthnttt+nrWs+n4a'trmtSni;6rtvro{�I�dst tt$a{1.ltaltm,riithstxtSbAtdnew.CtltuYle'Fnts`rSdu6e{C4.tilf -.
Abla mrpart i1tumur2f mutt stttsnrsgmfiW�sC2.'r��sW>r>s:s�nm[mtsQrcus®scs[asdsrntsslunnsmrdgraraaurc�ngtdeesurmTr-s[e{maastr�edr.aen MI.rudrsgtmto?ca;.�iwat4in arsry Anthony T.Tombo111,P.E.
teemdmtrns tray{ttl'ac{ustm[msarydsrann,ac.tdr metmee,st+stwxt�ot: n,esenatasrst nest ixar�t.=t�a[�gtaartettit.ne tllrtridsttoutteatrlursecs<r,ss,mmr�r�eisktP.ant �trtl Ht,"{s>tutsetnrrtssanl is 60083
' neG?lfaaatsigerw4femrArt.lgttits sritquClRgnlleptmasnlrysdiusdtk4gra{Gc7a:tlSteryldune6no,�tSljrtlfirFel MtgnlSYJnietnerc<elriaYdpidace.is41[dats8t regntees nitrtirtdn:lttssD_ e,Tangreist[q:ttaeFernssNmhsnt6aMs 4451 St.Lucie Blvd.
tnnmteetrrahtecwmtvoegtsmvm�ehuira.-nesunnti.[htnssoec{,[ttsrt,ue,rmwtuoagtnpt,eT,assstaattsmandr7�usu�.muradntan+ssmesaean9mitu. Fort Pierce,FL 34946
(oppight®9flldA-IRnafkasses-AnihocyT.Tamho(II,P.E.Reproduction afthisdommenyin any farmris prohibited withoutehewrittenpermistionframA-I Roof messes-AathonyLTomhoIII,R.I.
`i
Job Truss Truss Type Qty Ply
XRMSCMB A04 Scissor 3 1 A0796075
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:54 2016 Page 1
ID:ld OOXyyT61Bi—TXoljwHHzefvK-e7bks3?k93kRQtObyhL0lf2FtpxLNHCOxpCJhmzEJM3
i1-4-p 7-2-1 12- 111-12 r 19-0-0 25-1-4 30-9-15 311 a9-0-p
-4 7-2-1 5-9- 1 fi-0-45-9-11 7-2-1 -4
6.00 F12 5x6=
Dead Load Dell.=7/8 in
5
5x6
T 5x6
4 .6
4
1.5x4 1.5x4
3
2 W 3 7
12 1
N
5X8= 1 ti
B 14 13 11 10 4
1 2 5x6 WB:::: 3x8 MT20 W29 rY
3x4 3.00 F12 30 Z- 1.5x4 II
1.5x4 11 1.5x4 11 3x8-
3x8= 1.5x4 11 1.5x4 11
3x8 ll
30-9-15
r 9-10-0 19-0-0 V-1-6 2�1-12 31r9-6 38-0-0 i
9-10-41 9-1-12 8-1-6 j-0-� 2�-7 6-1
Plate Offsets(X Y)— [2:0-0-5,Edge],[4:0-3-0,0-3-0] 16:0-3-0,0-3-01,[B:0-0-5,Edge],[8:0-4-0,0-5-121,[8:0-1-13,1-3-51
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in ,(loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.55 12-14. >826 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -1.35 12-14 >339 240 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(TL) 0.79 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:199 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2*Except*
T1:2x4 SP M 30 WEBS
BOT CHORD 2x4 SP M 30 5-12=-127812638,6-12=-963/786,
WEBS 2x4 SP No.3*Except* 6-10=-262/633,7-10=-373/445,
W6,W5:2x4 SP No.2 4-12=-9601781,4-14=-257/625,
OTHERS 2x4 SP No.3 3-14=-374/465
WEDGE
Right:2x4 SP No.3 NOTES-
BRACING- 1)Unbalanced roof live loads have been considered
TOP CHORD for this design.
Structural wood sheathing directly applied or 2-2-0 oc 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
purlins. Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
BOT CHORD Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
Rigid ceiling directly applied or 4-7-10 oc bracing. cantilever left and right exposed;end vertical,left
Except: exposed;Lumber DOL=1.60 plate grip DOL=1.60
4-8-0 oc bracing:8-10 3)All plates are MT20 plates unless otherwise
MiTek recommends that Stabilizers and required indicated.
cross bracing be installed during truss erection,in 4)Plate(s)at joint(s)4,5,6,10,7,14,3,2,8,8,8,15,
accordance with Stabilizer Installation quide. 16,17 and 18 checked for a plus or minus 0 degree
rotation about its center.
REACTIONS. (lb/size) 5)Plate(s)at joint(s)13 and 12 checked for a plus or
2 = 1482/0-7-10 (min.0-1-13) minus 3 degree rotation about its center.
8 = 1482/0-7-10 (min.0-1-13) 6)Plate(s)at joint(s)11 checked for a plus or minus 5
Max Horz degree rotation about its center.
2 = -33(LC 5) 7)This truss has been designed for a 10.0 psf bottom
Max Uplift chord live load nonconcurrent with any other live
2 = -1012(LC 4) loads.
8 = -1012(LC 5) 8)*This truss has been designed for a live load of
Max Grav 20.Opsf on the bottom chord in all areas where a
2 = 1613(LC 10) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
8 = 1613(LC 9) bottom chord and any other members.
9)Bearing at joint(s)2,8 considers parallel to grain
FORCES. (lb) value using ANSI/fPI 1 angle to grain formula.
Max.Comp./Max.Ten.-All forces 250(lb)or less except Building designer should verify capacity of bearing
when shown. surface.
TOP CHORD 10)Provide mechanical connection(by others)of truss
2-3=-5090/2810,3-4=-4722/2537, to bearing plate capable of withstanding 1012 lb uplift
4-5=-3390/1785,5-6=-3390/1785, at joint 2 and 1012 lb uplift at joint 8.
6-7=-4742/2562,7-8=-5087/2828 11)"SemFrigid pitchbreaks with fixed heels"Member
BOT CHORD end fixity model was used in the analysis and design
2-14=-2402/4601,13-14=-1831/3860, of this truss.
12-13=-182713896,11-12=-1829/3901,
10-11=-1842/3865,8-10=-2418/4622
WEBS LOAD CASE(S)
5-12=-1278/2638,6-12=-963r786, Standard
6-10=-262/633,7-10=-373/445,
a,,.,r-ne,s,n,a,ssi[a.�xne•aa[ag[nescn�r!a;snsun[usa;nvomcn;r�nawFum�;:resee[n;u[srn�r„�ryre,ins,..,a:aea,sw„�'aa,ra„c„q,oa.arma;eon,e�rr.r�m,rt.[r,a*,ss�sta,a.a r,n,:re,,.u.ra,[e,nereo,,�[ '.
wlst rns::Ink,:,il:,e�muurerre�:rt,:::o g[,[ rt�srauel[,sn::1 n::�n�ms�a:w:ee�� rau,r :u,eda�s: ,e ��na t�a,n�:u rn,ry an roa<,ir,,asnll.rxu:�,�a ;. asadn,Es umsgar AnthonyT.Tombo III,P.E.
.1-1 iTasslzr.1hf.,Jh6,sapn,ia:liry F},k Onr.,t!,C*x7s aahm,l,grEnrSe'xilfers g::.px,n&utled dt9!nLtLNda1141�rsITdiGgmd?afRi�E.Rx e�,nol dfeNUvtary•fiei[eue'.fie rnss;hdsfnrknetiq,slxrye,usilatiasi kaRr sid'Ie Ca asrasuilATst 580083
nesrrrro:d�KvaaS,�n:ul,,ssr.mur�Tue,drracarnr ns„vises[,�remsirr:elm;r09rrr:ranrrnatssansd.rra:p rrse.rnli�„srt,nsrmlesnfane,mars,:su:sa,:asse:r,[.a ,trnssa,maa,ynkn 4451 St.Lucie Blvd.
,naalmkF.lk,toemm,geggns Wars hdlralas lev,h,l lia rra.saes:a b[iw,is r-rn,[x:Ili,gaesi[x,,,rLms<.[;nx.6[cettaYur4Al[iy.LltaiMa,llxa;,n,s a�„sanu. Fort Pierce,FL 34946
(appight�141dAIFoalTmises AetbonyT.TomlaIll,P.F.hrlodumiaa alibis dommsntin any him,isprohibitedwishous the widenpessnissianrromA-l9oallrasses•AnshonyT.Tambo ill,P.F.
X
Job Truss Truss Type �Qty Ply
XRMSCMB A05 Scissor 10 1 A0796076
Job Reference o tional
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:55 2016 Page 1
ID:ld i T OOXyyT61BXoljwHHzefvK-7J964P?MwNs121bnWPsFZtbQjDHa6kRXATysDCzEJM2
- 1-D 7-2-1 12-11-12 19-0-0 25-01 30-9-15 38-0-0 39 4-p
1 4-0 7-2-1 5-9-11 6-0-4 6-0 4 5-9-11 7-2-1 -4-
6.00 F12 5x6=
Dead Load Dell.=7/8 in
5
5x6
T 5x6
4 6
1.5x4
W3 3 1.5x4
3 2 SB2 7
T 12 1
W 5x8= 1 N
B v 14 13 11 10 1
1 2 5x6 WB� 5x6 WB_ 8
0 3x4 7::: 3.00 F12 3x4 Z-
3x8=
3x8=
9-110244
0 4 19-0-0 28-1-12 38-0-0
9-10 4 9-1-12 9-1-12 9-104
Plate Offsets(X,Y)— [2:0-0-5,Edge),[4:0-3-0,0-3-0) [6:0-3-0,0-3-0),[8:0-0-5,Edgej
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.57 12-14 >806 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -1.38 12-14 >332 240
BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.83 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:178 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2`Except' NOTES-
T1:2x4 SP M 30 1)Unbalanced roof live loads have been considered
BOT CHORD 2x4 SP M for this design.
WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
OTHERS 2x4 SP No.3 Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft;
BRACING-TOP CHORD Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);Structural wood sheathing directly applied or 2-2-0 oc cantilever left and right exposed;end vertical left
exposed;Lumber DOL=1.60 plate grip DOL=1'.60
ROT CHORD
purT 3)Plate(s)at joint(s)4;5,6,10,7,14,3,2 and 8 Rigid ceiling directly applied or 4-7-7 oc bracing. checked for a plus or minus 0 degree rotation about its
center.
MiTek recommends that Stabilizers and required 4)Plate(s)at joint(s)13,11 and 12 checked for a plus
cross bracing be installed during truss erection,in or minus 3 degree rotation about its center.
accordance with Stabilizer Installation guide. 5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
REACTIONS. (lb/size) loads.
2 = 1482/0-7-10 (min.0-1-13) 6)'This truss has been designed for a live load of
8 = 1482/0-7-10 (min.0-1-13) 20.Opsf on the bottom chord in all areas where a
Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = -33(LC 5) bottom chord and any other members:
Max Uplift 7)Bearing at joint(s)2,8 considers parallel to grain
2 = -1012(LC 4) value using ANSIfrPI 1 angle to grain formula.
8 = -1012(LC 5) Building designer should verify capacity of bearing
Max Grav surface.
2 = 1613(LC 10) 8)Provide mechanical connection(by others)of truss
8 = 1613(LC 9) to bearing plate capable of withstanding 1012 lb uplift
at joint 2 and 1012 lb uplift at joint 8.
FORCES. (lb) 9)"Semi-rigid pitchbreaks with fixed heels"Member
Max.Comp./Max.Ten.-All forces 250(lb)or less except end fixity model was used in the analysis and design
when shown. of this truss.
TOP CHORD
2-3=-5089/2809,3-4=-4722/2536,
4-5=-3391/1786,5-6=-3390/1786, LOAD CASE(S)
6-7=-4728/2551,7-8=-5098/2830 Standard
BOT CHORD
2-14=-2401/4601,13-14=-1832/3861,
12-13=-1827/3896,11-12=-1832/3899,
10-11=-1837/3863,8-1 0=-2423/461 0
WEBS
5-12=-1279/2639,6-12=-959/779,
6-1 0=-254/625,7-1 0=-373/464,
4-12=-960/780,4-14=-256/625,
3-14=-374/465
Beeitg-flmnflmyk¢neea0n'1d s09r?IlSttSrSrL`3rn[H3ll IEL45fi(D4UIIICei NSiOY{-rUr3}P(CC:SiEPeYtkT lua ret�(tuip pmt?thftnErnitehtu!Ns iutskrirs0axur{I[t:}ulnt/[6vrl.hm!¢It,if.rhms 55te!tehrn ru.Eeleno�stsBn so!NmRt lC0.nk ;
fLTetame@rylelnssllkntlia;Sc,�Inle tdl.As eTrusOnx bi�x{,e,Sit:ntgfsstu:+m&s�u�l6C rgrr,alsmecry!msdni{rGh;vudetgaxrie}se:ymuEiJshrRa lsti�,dtlespr4 rm:ty9�utlereUnls rttaifll.I:it!<sganua/un,Iuirtr udfaus,uimYm Anthony T.Tombo III,P.E.
nenunl trsimsWre+tteilirg is ne nspnu:IirytfLM O•ns,�ends edtrnefgtn:nl4tlnlC�es ps,iaSe utlrd nriSt nC,tke7aullneksl ttitsndctelRlt Tk eRmdofhrIDOnt ffienuen!fle r�ts,lndfEsgeneTmy sluep,ussl.tiwulim:ns sli'le @e nrnuirliy tl s 80083
ueear�o:gaulrsr to.A esn u inMalDendB sx Ikrun ilph!hsiisK01th 1higDhpu,u7t%s6vkmbI v0,in141% nn:e/hermsdpilnct.lrltfu fte to.xl3nnik esd�InssO:ups,iuss0e p yineettirtndmfib<i,u s 4451 St.Lucie Blvd.
ttlewR+itfinellrsieMmepadgnR v!mr�lrel pmnes indtsr.In inn OtCpFr7awris Runk sz;lliy Ueslpts,nLnu5tNa6sb:n rfsn,Mltls}Llegea2rllsssmrsdff�Mt44L Fort Pierce,FL 34946
(opycight 2016 Ad RoolTrnssn-Acdony i.Tombo ill,P.L Reoroduaion of this document,in onytorm,is prohibited wbhouttbe mitten permission Imm AM Roof Trusses-Ambonyf.lombe 111,P.L
ti
Job Truss Truss Type Qty Ply
XRMSCMB A06 ROOF SPECIAL 3 1 A0796077
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:56 2016 Page 1
ID:ld_OOXyyT61Bi_TXoljwH HzefvK-bV)VHIO_gg_BgBA_36NU648XzccsrDshP7hQlfzEJM 1
�1.4.0 fi-9-4 ! 11-1-1a ! 19-0-0 "1
0-11-1023-3-2! 29 L9 ! 38-0-0 39-4-0
-4 814 4-4-6 7-10-6 -11-1 2-3-8 6-1-7 855 -4
6.00 12 6x6=
Dead Load Defl.=1/2 in
6 2x4 II
3x6-Z:; 3x8 MT201[S-�
T 7
4x6- 5 W 8
4 3x4
3x4 m�- 9
3 W4
Fill W8 1
1 1 2t10�Ir 5 m
N ,�'�12 cr
1 2 15 1.5X4 11 1 Y�
19 18 17 2x4 II
=
3x6= 4x6 I I 2x4 11 4x8 1.5x4 11 3.00112 3x8
6x8= 1.5x4 11
21-2-10 23-3-2
6-9-4 11-1-10 11r7r10 19-0-0 20-11-10i23-0-2ti 29-4-9 38-0-0
6-9-0 4-0-6 0 7-0-6 -11-1 1-9-8 6-1-7 8.7-7
041-0 0-3-0
Plate Offsets(X,Y)— (6:0-24,0-1-12),(10:0-0-10,Edge),(13:0-3-810-2-12),rl6:0-5-12,0-4-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.42 12-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.96 12-13 >476 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.54 10 n/a n/a
BCDL 10.0 Cade FBC2014/TPI2007 (Matrix-M) Weight:221 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2*Except*
Ti:2x4 SP M 30 BOT CHORD
BOT CHORD 2x4 SP No.2*Except* 2-19=-1195/2384,4-,16=-190/567,
B2,B4:2x4 SP No.3,135:2x4 SP M 30 15-16=-1215/2534,7-13=-280/319,
WEBS 2x4 SP No.3*Except* 12-13=-2283/4510,10-12=-2285/4513
W6:2x4 SP No.2 WEBS
OTHERS 2x4 SP No.3`Except* 3-19=-371/281,16-19=-1043/2232,
01:2x4 SP No.2 4-15=-11211771,6-15=415/70,
BRACING- 9-13=-954/744,9-12=0/297,
TOP CHORD 13-15=-650/1884,6-13=-1570/3185
Structural wood sheathing directly applied.
BOT CHORD NOTES-
Rigid ceiling directly applied or 4-9-15 oc bracing. 1)Unbalanced roof live loads have been considered
Except: for this design.
10-0-0 oc bracing:16-18 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
WEBS Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
1 Row at midpt Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
4-15,6-15,6-13 cantilever left and right exposed;end vertical left
MiTek recommends that Stabilizers and required exposed;Lumber DOL=1.60 plate grip DOL=1.60
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.
2 = 1502/0-7-10 (min.0-1-15) 5)This truss has been designed for a 10.0 psf bottom
10 = 1474/0-7-10 (min.0-1-13) chord live load nonconcurrent with any other live
Max Horz loads.
2 = 33(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
2 = -1014(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
10 = -1002(LC 5) bottom chord and any other members.
Max Grav 7)Bearing at joint(s)10 considers parallel to grain
2 = 1635(LC 10) value using ANSI/TPI 1 angle to grain formula.
10 = 1604(LC 9) Building designer should verify capacity of bearing
surface.
FORCES. (lb) 8)Provide mechanical connection(by others)of truss
Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 1014 lb uplift
when shown. at joint 2 and 1002 lb uplift at joint 10.
TOP CHORD 9)"Semi-rigid pitchbreaks with fixed heels"Member
2-3=-2771/1540,3-4=-2877/1667; end fixity model was used in the analysis and design
4-5=-1984/1208,5-6=-1897/1235, of this truss.
6-7=-3957/2268,7-8=-3912/2135,
8-9=-3996/2114,9-10=-5011/2697
BOT CHORD LOAD CASE(S)
2-19=-1195/2384,4-16=-190/567, Standard
15-16=-1215/2534,7-13=-280/319,
12-13=-2283/4510,10-12=-2285/4513
9nur•Flnstnmgllp rcrda 3e'111DDE nDSSfsnP13'j6E63LLi]!!f{!(Ik0114rirJflOYj iGfir}2![i4B:F[5LL'.{I'fu¢le.•Elkigt pscttmWndedetutdsrntsBe,ipvCnrYrplr)ml6t lttsarl.Itxh4,rLlt�r.xSW.{titre na Lelms4u.ittstldnBe EED,et1(
Ndat tplditsMlkiseiltrttiWLkidtIs Nis De-hrri+naEia,Siudybp.sRd,SWnv1W"Q.:wsu Qr.edtupttksunlaSiasryropcd!tirhtst Imp dmntlftw;hidea,iLTODtlr;tdttMI.Nimp,mt�vtn,ielwndnttcsanlwr Anthony T.Tombo III,P.E.
.d s80083 vstdhslnssltr mrpUSxtistle mpm YliryddiOntr,trsD.vdsu;Utmd gtdmlatltilfopO:s.tr,h3e nneadM1tllLtltlxss/t6lxel billia3td=.aelr{I.RzenmtldM1tIDDrsltry fit8nrdtltims;trdttighrt7u{s!rge.ussireeaxtri{nrsrs{dl It lh mpmtiDiryd
' I{trv7tm{0lfIR.YtclGa{Un.11lutesstltd'rzN�1DOtd!ppEdtes IptlixslEtaehtifrhslnlSdtlllditseYaallS(i{tlfshe{JEPInISSOmtlelttttslh:paYd{tidaxl.lnliditti@ites{n53ahFnndkfitsdlplmsD:AFetl,Tnss{:;m[ortmetntttrumnanu,nitu 4451 St.LueleBlvd.
t9eMuiehxllri(unsdigedgnU nen ipcelpi;nn lniM1rL li:lro-sDts!n hpatrls{inh GHliyDts!{xt.erLrmStdaaG{btr o!Ery hilltri.NapedcilExasmodtfiniklrN. Fort Pierce,FL 34946
(opyridhtr92016AdRaalTmsses-AerhocyLhmho III,P.F.Rearodudiaaatt6isdmame®t,inonyform,isprohihilzdxiEhoutihetnittenptrmissian6omRdRaoiLosses-Aathooyi.TampaIll;R.E. -
I y
Job Truss Truss Type Qty ply
XRMSCMB A06A Roof Special 1 1 LbA0796078
Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:66 2016 Page 1
ID:Id_OOXyyT61Bi_TXoljwHHzefvK-bVjVHIO_gg_BgBA_36NU648aMcblrAdhP7hQlfzEJM 1
-1-4- 6-8-5 12-11-12 19-0-0 23-2-10 30 4-6 38-0-0 9-0
4- 6 8-5 6-3 6 6-0 4 4-2-10 7-1-12 7-7-10 4
6.00 12 Bx6=
Dead Load DeB.=9116 in
5 3x4 II
5x6 3x8 MT20HS-
T 6
4 W 7
1.5x4 3x4
3 3 88
T 1
W7 2
1 5x12� 4
6 m
1 2 11 2 9 e? no
0
16 23 15 24 14 13 1.5x4 11 r
3x6= 3x4= 3x8 MT20HS= 2x4 11 3.00112 3x8
5x8=
9-9-2 19-0-0 23-2-10 30 4-6 38-0-0
9-9-2 9-2-15 4-2-10 7-1-12 7-7-10
Plate Offsets(X,Y)— [2:0-2-12,0-1-8] [4:0-3-0 0-3-0] [5:0-2-0 0-1-12] [9.0-1-10 Edge] [12:0-5-4 0-2-8] [14.0-4-0 0-1-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.44 11-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -1.04 11-12 >438 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.54 9 n/a n/a
BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight:212 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2*Except*
T1:2x4 SP M 30 BOT CHORD
BOT CHORD 2x4 SP No.2*Except* 2-16=-1285/2551,16-23=-920/2068,
B3:2x4 SP No.3,B4:2x4 SP M 30 23-24=-920/2068,15-24=-920/2068,
WEBS 2x4 SP No.3*Except* 14-15=-920/2068,6-12=-362/410,
W5:2x4 SP No.2 11-12=-2360/4711,9-11=-2353/4698
WEDGE WEBS
Right:2x4 SP No.3 3-16=-347/400,4-16=-209/561,
BRACING- 4-14=-770/590,5-14=-565/68,
TOP CHORD 12-14=-659/2014,5-12=-1689/3505,
Structural wood sheathing directly applied or 2-2-0 oc 8-12=-974f773,8-11=0/281
puriins.
BOT CHORD NOTES-
Rigid ceiling directly applied or 4-84 oc bracing. 1)Unbalanced roof live loads have been considered
WEBS for this design.
1 Row at micipt 2)Wind:ASCE 7-10;VuIt=160mph(3-second gust)
4-14,5-14,5-12 Vasd=124mph;TCDL=4.2psf,BCDL=5.Opsf;h=15ft;
MiTek recommends that Stabilizers and required Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cross bracing be installed during truss erection,in cantilever left and right exposed;end vertical left
accordance with Stabilizer Installation guide. exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise
REACTIONS. (lb/size) indicated.
2 = 1492/0-7-10 (min.0-2-0) 4)Plates checked for a plus or minus 0 degree
9 = 147110-7-10 (min.0-1-13) rotation about its center.
Max Horz 5)This truss has been designed for a 10.0 psf bottom
2 = -33(LC 5) chord live load nonconcurrent with any other live
Max Uplift loads.
2 = -1016(LC 4) 6)'This truss has been designed for a live load of
9 = -1007(LC 5) 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
2 = 1694(LC 10) bottom chord and any other members,with BCDL=
9 = 1640(LC 9) 10.0psf.
7)Bearing at joint(s)9 considers parallel to grain value
FORCES. (lb) using ANSI/TPI 1 angle to grain formula. Building
Max.Comp./Max.Ten.-All forces 250(lb)or less except designer should verify capacity of bearing surface.
when shown. 8)Provide mechanical connection(by others)of truss
TOP CHORD to bearing plate capable of withstanding 1016 lb uplift
2-3=-2945/1626,3-4=-2724/1532, at joint 2 and 1007 lb uplift at joint 9.
4-5=-1943/1228,5-6=-4133/2316, 9)'Semi-rigid pitchbreaks with fixed heels"Member
6-7=4066/2152,7-8=-4169/2139, end fixity model was used in the analysis and design
8-9=-5210/2758 of this truss.
BOT CHORD
2-16=-1285/2551,16-23=-920/2068,
23-24=-920/2068,15-24=-920/2068, LOAD CASE(S)
14-15=-920/2068,6-12=-362/410, Standard
11-12=-2360/4711,9-11=-2353/4698
aa�r-n�na�iTlea.�itm,nma(su�esciutyxsermncnsrasmunrrJryseeaart�utrnnrrarai�pn:�end�„u ,ra„oe<inurz. pre,a�aeenarLtr�a�r;rr.rs�na�en,.ro-„a .issenetmnram,rrlt
Warsaw IPW,s0AI.sees,1MUte edt 4aTn:s9:srie Giia1.e„1nsrEsfsii,�rE ne,rdnayr9;,y,emis®acy�rdue pc4sunlecg,h,ur,rpcen�G!Ss 1sg,A4sht6 Tm:tym.M�5et09edr,eda iflL ltetrsy,sss.n�:,leirti mltirc,,,r'msE�:-; Anthony T.Tombo III,P.E.
¢t r�ellk,im,sx agl,itlselsne rtyu,ikaryACeOnr.,aeC.xiro@sr6<tyrinn,ea7fat 9n:ge,hae u,ledsfne nCn,IQ alralaslS,iilhd,de,e/mi.fleenm,IdG,190nlryfieie.,,ine foss;hdtenrteu7bT,sraygi,slllul'mes7Fmustdlle 6s rrss,esiuti¢sr ?80083
' neeara�9e gura[,,m.mm,ssnmaasT99„tr¢ae,ntr,�te Anetalytca eital(t$,sebaii5 rda:FxtlrmndSiAceuta,retixrycpuxr Ttsttfisnna,mrnH4i nntGa,sAnsii,:s9sas,r,e �,Ee9,exanns,@ufian<,;oel s:''aam 44515t.Lucie Blvd.
enmAsskkareret«nmepadyau,nr,.�lydl runes weini.tte rn>,oern Gynexne,rneerin�y 9,sisa,,wTr,sStmz tyo,n o!ey 1,;Incr.ularndtr,eircr;me rs der�a �L(opyii9bt91916A-IioalTrossxs•AuboayL lam-to III,P.E.Aepradudiunafthisdomment,in any form,is prohibited xithounhaminenpesmissiae from Ad9oafTsusses-". onyLI0mho11l,p.E. Fort Pierce,FL 34946
.y
Job Truss Truss Type Qty Ply
XRMSCMB A07 HIP CAT 1 1 A0796079
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:66:57 2016 Page 1
I D:ld—OOXyyT61Bi—TXoljwH HzefvK-3hHtU41 dR-6?HLIAdgvjflgn90yxadogdnRzHSzEJMO
20-11-10
r1-4-0 7-5-9 i 11-1-10 i 18-0-12 p9-11-4 i 23-3-2 i 30-0-11 38-0-0 39-4-0
1 7-5-9 3-8-1 6-11.2 1.1 18 2-3-8 7-7-5 -0
1-"
5x6= 5x6=
6.00 12 6 3x4 11
Dead Load Defl.=9116 in
5
7
4x6 6
5x6 G 4 T
5x6
m
a. 3 W4 Vis
.5x411 8 9
8
n
T 1 1 W110 5 1
1 2 1.5x N 11 2 g rt?
19 18 17 15 14 2x411 1.5x411
3x4= 1.5x4 11 3x8
4x4
3x6= 4x6 II 2x4 I I — 3.00 12
6x8=
1.Sx4 II
2111-lM-0-2
t 7-5-9 11-1-1011r7r10 18-0-12 i19-11�21--1023r3-2 30-0-11 LIT
7.5.9 3-8-1 0 6-5.2 1-10-8 0--07-1-9 187-5
1-0-6 1-9-8
Plate Offsets(X,Y)— [3:0-3-0,0-3-01,15:0-3-0,0-2-0),[6:0-3-0,0-1-12),[8:0-3-0,0-3-0),[9:0-1-10,Edge),[12:0-4-0,0-3-0),[16:0-5-8,04-0)
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.43 11-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -1.03 11-12 >442 240
BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.56 9 n/a n/a
BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight:231 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30•Except-
T3:2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP No.2`Except' 2-19=-1158/2340,4-16=-254/620,
B2,134:2x4 SP No.3,135:2x4 SP M 30 15-16=-1174/2497,14-15=-597/1638,
WEBS 2x4 SP No.3*Except* 7-12=-379/431,11-12=-2328/4572,
W6:2x4 SP No.2 9-11=-2324/4557
OTHERS 2x4 SP No.3*Except* WEBS
01:2x4 SP No.2 3-19=-450/320,16-19=-1049/2264,
WEDGE 4-15=-1044/700,5-15=-254/573,
Right:2x4 SP No.3 6-14=-1286/454,8-12=-984/769,
BRACING- 8-11=0/277,12-14=-770/2154,
TOP CHORD 6-12=-1685/3449
Structural wood sheathing directly applied or 2-8-14 oc
purlins. NOTES-
BOT CHORD 1)Unbalanced roof live loads have been considered
Rigid ceiling directly applied or 4-8-11 oc bracing. for this design.
Except: 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
10-0-0 oc bracing:16-18 Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
WEBS Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
1 Raw at midpt cantilever left and right exposed;end vertical left
4-15,6-14,6-12 exposed;Lumber DOL=1.60 plate grip DOL=1.60
MTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water
cross bracing be installed during truss erection,in ponding.
accordance with Stabilizer Installation ouide.. 4)Plates checked for a plus or minus 0 degree
rotation about its center.
REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom
2 = 1503/0-7-10 (min.0-1-15) chord live load nonconcurrent with any other live
9 = 1473/0-7-10 (min.0-1-13) loads.
Max Horz 6)`This truss has been designed for a live load of
2 = -33(LC 5) 20.Opsf on the bottom chord in all areas where a
Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = -1011 LC 4 bottom chord and any other members.
9 = -997(LC 5)) 7)Bearing atjoint(s)9 considers parallel to grain value
Max Grav using ANSI/TPI 1 angle to grain formula. Building
2 = 1633(LC 10) designer should verify capacity of bearing surface.
9 = 1600(LC 9) 8)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 1011 lb uplift
FORCES. (lb) at joint 2 and 997 lb uplift at joint 9.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 9)"Semi-rigid pitchbreaks with fixed heels"Member
when shown. end fixity model was used in the analysis and design
TOP CHORD of this truss.
2-3=-2729/1510,3-4=-2856/1661,
4-5=-2030/1256,5-6=-1784/1221,
6-7=-3975/2286,7-8=-4007/2118, LOAD CASE(S)
8-9=-5054/2725 Standard
BOT CHORD
2-19=-1158/2340,4-16=-254/620,
vt.,orrittvam,0tt�t.stltro;tnesrEs;u�rr�uru�sscasumcssrusrour�r}easan:atiurm'meu:ntasr.pz=a+tttlttrtwat.tGtr:tttrt:ytcn.��l�¢marirtrttltrJ,tt.rt�,s�tea„t�t.r�trt�.atenttmettcatttt
fZTrtexarartleussidl6eesetfma:iCCultedtlsalmsaerx6tate(i.e,lrynL7Etruetaa:fednsplagetrmstetstatrtpatlotpn4e9tnlety:ucgtnrynrti`.qW;Jzlteiptltksntltlmstgpalne8:lpbnlr,ainlrtl.ISehn;,n-wmitxr,l�tarutl�tte,ttnaaer Anthony T.Tombo III,P.E.
uttsett Ns Tuet Wrwrtti84s11stlt........liry ACe O+e:r,M Unei sasRrritdt nht 4etwr 0::!gn,u3eumddfxRC,ht lttdrulrtt'uitgcolt ut OlL lkeyrarzl d1it10Grtttsyfi:Ls.stAfitrntt;irOer�FneTm3.tlatst,@shCNmal Fuv sShc Yt @etnrmn7irytr g80083
' n¢tarmo!slgxedlM.tB.t esee tlrairlB:IDCnl3eridttsnlryidd Welt IoBerG7e:iSCtgidrmta itSQr�g61hrFln95C ctiden;dWc�adpti¢meIBlidmrttastnhi nn¢hetsAm LmsO:�s,imuh!iptry t tt/ln:sd hdrttt,v s 4451 St.Lucie Blvd.
mt�.iaitr,snrttaoantpttaeptiennr�yclrna�nttn,a tee rnnoecn[tya�,tsrratraatngnni;xt,.rTtrsssrneartrmna<nttrnrap.anatrdattlxxruttta�tdmnu. Fort Pierce,FL 34946
(opyrigbt®tQ16A-I ReoiLosrs•AmhoayLTambaIll,P.F.Reproduolind ibis dotomeot,inaoy form,ispubihiledailhoutthenritlenpermissiarfromd-IRoofftasses ArsbonyLTombolll,p.I.
r
F
k
Job Truss Truss Type Qty Ply
A0796080
XRMSCMB A08 HIP CAT 1 1
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:58 2016 Page 1
ID:ld GOXyyT61Bi TXoliwHHzefvK-XurFiQ2FCIEsvVKMBXQyBVDygQGrJ45zSRAWgXzEJM?
23-3-2
1-4 7-5-10 11-1-10 16-0-12 20-11-10 2-11 30-0-11 38-0-0
1-0 7-5-70 3-8-0 4-11-2 4-10-14 0 11-0 7-1.9
1-3-14
6.00 F12 6x6 y 6x6-Z�- Dead Load Detl.=11/16 in
5 6 3x4 It
7
4x6 i
5x6- 4 T
6 1Sx6
3 W9 4 4
N
m
&14 II 5 1 �b
N A
2 11 2 9
qt 1 0 1.5x4 11 1
0 19 18 17 15 30 2x4 11
3x4= 1.5x4 11 3x8
3x6—_ 4x6 I I 2x4 II 3.00 12
6x8= 7x8=
11�,2r1r
7.5-10 11-1-1011 7 10 16-0-12 20-11-10 21 -1 23 -2 30-4-11 38-0-0
7-5.16 3-8-0 0 4-5-2 4-10-14 0 -0 0 -0 7-1-9 7-7-5
0-8-10
1-0-14
Plate Offsets(X Y) f3:0 3 0 0 3-01 f5'0-4 12 Edge] 16:0-44 0-1 12] f8:0-3-0 0-3-0] f9.0-1-10 Edge] 112:0-3-8 0-2-12] f 14:0-4-0 0-2-4] 116:0-5-8 0-4-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.52 11-12 >875 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.26 11-12 >361 240
BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.78 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:234 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30*Except'
T3:2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP No.2`Except` 2-19=-1144/2408,4-16=-299/634,
B2,B4:2x4 SP No.3,B5:2x4 SP M 30 15-16=-111912533,15-30=-71111915,
WEBS 2x4 SP No.3`Except` 14-30=-711/1915,7-12=-290/393,
W8:2x4 SP M 30,W7:2x4 SP No.2 11-12=-2296/4678,9-11=-2292/4668
OTHERS 2x4 SP No.3`Except` WEBS
01:2x4 SP No.2 3-19=-466/325,16-19=-1064/2298,
WEDGE 4-15=-861/563,5-15=285/680,
Right:2x4 SP No.3 6-14=3937/1570,8-12=-995r778,
BRACING- 8-11=0/282,6-12=-2540/5747,
TOP CHORD 12-14=-1660/4502
Structural wood sheathing directly applied or 2-8-9 oc
purlins. NOTES-
BOT CHORD 1)Unbalanced roof live loads have been considered
Rigid ceiling directly applied or 4-9-2 oc bracing. Except: for this design.
10-0-0 oc bracing:16-18 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
WEBS Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
1 Raw at midpt 5-14,8-12 Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
2 Rows at 1/3 pts 6-14 cantilever left and right exposed;end vertical left
MiTek recommends that Stabilizers and required exposed;Lumber DOL=1.60 plate grip DOL=1.60
cross bracing be installed during truss erection,in 3)Provide adequate drainage to prevent water
accordance with Stabilizer Installation uic ponding.
4)Plates checked for a plus or minus 0 degree
REACTIONS. (lb/size) rotation about its center.
2 = 1503/0-7-10 (min.0-2-0) 5)This truss has been designed for a 10.0 psf bottom
9 = 147310-7-10 (min.0-1-13) chord live load nonconcurrent with any other live
Max Horz loads.
2 = 33(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
2 = -1002(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
9 = -988(LC 5) bottom chord and any other members,with BCDL=
Max Grav I O.Opsf.
2 = 1669(LC 10) 7)Bearing at joint(s)9 considers parallel to grain value
9 = 1629(LC 9) using ANSIfrPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
FORCES. (lb) 8)Provide mechanical connection(by others)of truss
Max.Comp./Max.Ten.-All forces 250(Ib)or less except to bearing plate capable of withstanding 1002 lb uplift
when shown. at joint 2 and 988 lb uplift at joint 9.
TOP CHORD 9)"Semi-rigid pitchbreaks with fixed heels"Member
2-3=-2805/1494,34=-2930/1632, end fixity model was used in the analysis and design
4-5=-2297/1335,5-6=-2042/1280, of this truss.
6-7=4006/2204,7-8=-4116/2073,
8-9=-5175/2690 LOAD CASE(S)
BOT CHORD Standard
2-19=-1144/2408,4-16=-299/634,
wnhl.emanm,s[rynhww:iamrtlma{unu saYutans[ ,omcu[attaalcrr7uxra:[rwn[rs,�l ar+<,r�pxna"a,Kr�,� :t"nc,!pon:.gplayoam[att1.t, m,rt[ n,swsacr. [<nr�.!nrxlns:teo.ntr
utaina+nrdnns§au[:,set!rasioar,4edLrsalrus0��6r�ye�.`17�r1rNw=a:sssnmjtrr7�ncrosnx:aryardu,pn4:sindrrso,aasanp nurrraarmpaoew[krra:rgdaactoonlrnrrntnt.r�nsgrmu�cn,,letapwrnnusrmslor ArtthonyT.Tornbo III,P.E.
' m�a�,lmsmw1eu41s,n:,n}uwaaa5a.,n.taa. ,ealaraPmun:uargouge.aaxuaanmaLa,a�ltazt0lupdmt.neyp:nnaaetoaalmseeu.nresran:aaangr<uu�naesGs�r�umet[axs,[duaaengn,vara 480083 Honor"gou! u7anlaednmmnn,toenl�pxmnlge<tmna�rmsrr� slueryl�r�rmantSRr,[[ul[rinnasracerrerMrsmReacatfattnasern,pnwTmsuuaacdr�tnssa: n,inn p annnn„vmnma,ntr 4451 St.Lucie Blvd.
etlnwlnleeaelWe(selaM,pedrynhnCee 7tll pamn hnlak l[e inaaer!n[aplcxn[arna[alOp[a,l}m:nlaan5!nea Er[Nn ofnr[a11 .91opcd¢alt�mturna¢[nlhirFl. Fort Pierce,FL 34946
(opyright 0 2016 AJ Aoof hnsses-AnthonyL Tombs III,I'I.litarodudon dihis dotament,in onyform,is prohibited wnhoutlho written permission from A-I Poef busses-ArthonyLTombo III,P.I.
Job Truss Truss Type Qty Ply
XRMSCMB A09SGE GABLE 1 1 A0796081
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:59 2016 Page 1
ID:ld OOXyyT61Bi_TXo1jwHHzefvK-?4Pdvm2tzbMjXevZlFxBkjm6FgiS2dx755w4M_zEJM_
r1-0-4 7-5-8 i 10-7-1011r1,1014-0-12 i 19-0-0 ,20-11-tq 21; -4 i 31-0-15 i 38-0-0 s39-4-0
1-0-0 7-5-8 3-2-2 0-6 2-11-2 4-11-4 1-11-10 2-11-10 7-1-10 6-11-1 1-4-0
5x6= 3x4= 5x6= Dead Load DeB.=1/8 in
5 6 7
3x4
5x6 4 i
3x4 3x6
3 \t :! S74 $49 ST12 rn
ws,
6i ZZI , S.ho w1z\•
2 "�•�-• + S 1Z ST73
W11 ` \T,
\
W110
2 e2 ...—_ � \ o
--.._._.. , I
1 _ 3.... .. ....__,.-.. .._..6...-......... m:...5xi9....... .._. -> 11^
0 28 27 26 24 53 21 5 18 17 16 14 13 12 4x12
=
4x4= 5x8= 3x8= 23 20 19 15
3x6
5x8 11 3x6=
23-3-144x4=
11-7-10 21-8-8
7-5$ 10-7-10110,10114.12 20-11-10 21-5-0 2a-11-4 31-0-15 38-0-0 i
7-5-8 3-2-2 0 0 2-5.2 6-1.1 14 1-7-6 7-1-10 AM
0-" 0-3-8 0-7-6
Plate Offsets(X,Y)- [3:0-3-0,0-3-0],[5:0-3-0,0-2-0],[7:0-3-0,0-2-0],[10:0-6-4,0-0-0],[25:0-2-8,0-2-8],[30:0'-2-12,0-2-8],[35:0-1-8,0-0-12],[38:0-1-9,0-0-12],[39:0-1-10,0-0-12]
[42:0-1-10,0-0-121,[43:0-1-8,0-0-12],[45:0-1-9,0-0-121,[47:0-1-10,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.12 22-24 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.28 22-24 >990 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.02 17 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:273 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 11)Provide mechanical connection(by others)of truss
BOT CHORD 2x4 SP No.2 BOT CHORD to bearing plate capable of withstanding 684 lb uplift at
WEBS 2x4 SP No.3*Except` 2-28=-558/1158,24-25=-394/981, joint 2,825 lb uplift at joint 17,408 lb uplift at joint 10
W11:2x4 SP No.2 24-53=-40/303,53-54=-40/303, p p
and lb OTHERS 2x4 SP No.3 22-54=-40/303,20-22=-40/303, uplift at joint 13.
BRACING- 19-20=-40/303 12)"Semi-rigid pitchbreaks with fixed heels"Member
end fixity model was used in the analysis and design
TOP CHORD WEBS
Structural wood sheathing directly applied or 4-5-4 oc 25-28=-542/1123,3-25=-284/263, of this truss.
purlins. 4-24=-505/378,6-24=-199/615,
BOT CHORD 17-19=-999/742,19-29=-465/267, LOAD CASE(S)
Rigid ceiling directly applied or 6-0-0 oc bracing. 7-29=-443/255,9-30=-409/473, Standard
WEBS 18-20=-349/0,13-30=-350/423,
1 Row at midpt 6-19 6-19=-988/524,4-25=-246/403
JOINTS
1 Brace at Jt(s):29,30 NOTES-
MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered
cross bracing be installed during truss erection,in for this design.
accordance with Stabilizer Installation guide. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
REACTIONS.All bearings 14-11-10 except Qt=length) Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
2=0-7-10. cantilever left and right exposed;end vertical left and
(lb)-Max Horz right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2=-51(LC 5) 3) Truss designed for wind loads in the plane of the
Max Uplift truss only. For studs exposed to wind(normal to the
All uplift 100 lb or less atjoint(s) face),see Standard Industry Gable End Details as
except 2=-684(LC 4),17=-825(LC 4). applicable,or consult qualified building designer as
10=-408(LC 5),13=431(LC 5) perANSI/fPI 1.
Max Grav 4)Provide adequate drainage to prevent water
All reactions 250 lb or less at joint(s) ponding.
16,14,12 except 2=992(LC 10), 5)All plates are 1.5x4 MT20 unless otherwise
17=887(LC 1).10=276(LC 12),18=893(LC indicated.
8),18=453(LC 1),13=373(LC 9) 6)Plates checked for a plus or minus 0 degree
rotation about its center.
FORCES. (lb) 7)Gable studs spaced at 2-0-0 oc.
Max.Comp./Max.Ten.-All forces 250(lb)or,less except 8)This truss has been designed for a 10.0 psf bottom
when shown. chord live load nonconcurrent with any other live
TOP CHORD loads.
2-3=-1395/856,34=-1216/860, 9).This truss has been designed for a live load of
4-5=-876/687,5-6=-773/670,6-7=0/255, 20.Opsf on the bottom chord in all areas where a
7-8=0/341 rectangle 3-6-0 tall by 2-M wide will fit between the
BOT CHORD bottom chord and any other members,with BCOL=
2-28=-558/1158,24-25=394/981, 10.0psf.
24-53=-40/303,53-54=40/303, 10)Bearing atjoint(s)10 considers parallel to grain
22-54=A0/303,20-22=-40/303, value using ANSI/TPI 1 angle to grain formula.
19-20=-40/303 Building designer should verify capacity of bearing
surface.
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Job Truss Truss Type qty Ply
XRMSCMB B01 Half Hip 1 1 A0796082
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:55:59 2016 Page 1
I D:Id_OOXyyT61Bi_TXoljwHHzefvK-?4Pdvm2tzbMjXevZlFxBkjm33gks2aU755w4M_zEJM
1-0-0 7-7-9 12-6-12 18-1-0 23-7 4 25-0-0
1-4-0 7-7-9 4-11-2 5 6 4 5-6-4 1-4-12
4x4= 3x4= 3x4=
Dead Load Defl.=1/8 in
4 5 6 7
6.00 12 3x4
3
4 /4 '
m 2
aI1
o
12 11 10 9 8
3x4= 1.5x4 11 31= 3x8= 3x4= 3x6 11
7-7-9 12-6-12 18--4 5-6-41-0 23-7 4
Plate Offsets(X,Y)— 16:0-1-8,0-1-81 7-7-9 4-11-2 5-6
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.06 12-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.17 12-15 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight:142 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;VuIt=160mph(3-second gust)
BOT CHORD 2x4 SP No.2 Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h15ft;
WEBS 2x4 SP No.3 Cat,11;Ex B;Encl.,GC i=0 18;C-C Exterior(2);
BRACING- P P— ( );
TOP CHORD cantilever left and right exposed;end vertical'left and
Structural wood sheathing directly applied or 4-3-5 oc right exposed;Lumber DOL=1.60 plate grip DOL=1.60
purlins, except end verticals. 3)Provide adequate drainage to prevent water
BOT CHORD ponding.
Rigid ceiling directly applied or 5-9-8 oc bracing. 4)Plates checked for a plus or minus 0 degree
WEBS rotation about its center.
1 Row at midpt 8-8 5)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 6)'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.
8 = 93810-6-14 (min.0-1-8) 7)Provide mechanical connection(by others)of truss
2 = 957/0-7-10 (min.0-1-8) to bearing plate capable of withstanding 661 lb uplift at
Max Horz joint 8 and 661 Ib uplift at joint 2.
2 = 623(LC 5) 8)"Semi-rigid pitchbreaks with fixed heels"Member
Max Uplift end fixity model was used in the analysis and design
8 = -661(LC 5) of this truss.
2 = -661(LC 4)
Max Grav
8 = 995(LC 10) LOAD CASE(S)
2 = 1016(LC 9) Standard
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-3=-1 5 01178 0,3-4=-1057/640,
4-5=-912/629,5-6=710/500,
6-8=-940/672
BOT CHORD
2-12=-1005/1406,11-12=-1005/1406,
10-11=-1005/1406,9-10=-487/726
WEBS
3-12=0/252,3-10=-556/417,
5-10=-287/376,5-9=-649/543,
6-9=-615/992
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
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' iN 80083 III,P.E.60083
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4
Job Truss Truss Type Qty Ply
XRMSCMB B02GE Half Hip Supported 1 1 A0796083
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:00 2016 Page 1
I D:ld—OOXyyT61 B i—TXo 1 jwH HzefvK-TGy?763 VkvVa 8oUl IySQGwIOM EAZn COGJkfdtQzEJLz
1 4-0, 11-0-12 23-7-4 125-0-0,
1-4-0 11-0-12 12-6-8 1 4 12
3x4= 3x4=
8 9 10 11 12 13 14 15 16
7
6.00 12
5
3x4•i
9t.6 ST6 S-rB S78 9T6 / ' 91�6
9 4 ;. I �TS i I ( /W2 i
/� I T4 '
3 j STD ? i `.
2 A—
..
3x4= 29 28 27 26 25 24 23 22 21 20 19 18 17
3x4= 3x4= 3x4=
23-7-4
23-7-4'
Plate Offsets(X,Y)— [8:0-2-0,0-2-81,[25:0-1-10,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 16 n/r 120 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.02 15-16 n/r 120
BCLL 0.0,' Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 19 n/a n/a
BCDL 10.0 Code FBC2014frP12007 (Matrix) Weight:164 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 3) Truss designed for wind loads in the plane of the
BOT CHORD 2x4 SP No.2 truss only. For studs exposed to wind(normal to the
WEBS 2x4 SP No.3 OTHERS 2x4 SP Na.3 face),see Standard Industry Gable End Details as
BRACING- applicable,or consult qualified building designer as
TOP CHORD per ANSI/TPI 1.
Structural wood sheathing directly applied or 6-0-0 oc 4)Provide adequate drainage to prevent water
puriins, except end verticals. ponding.
BOT CHORD 5)All,plates are 1.5x4 MT20 unless otherwise
indicated.
Rigid ceiling directly applied or 6-0-0 oc bracing,
6),Flates checked for a plus or minus 0 degree
Except:
rotation about its center.
Except oc bracing:2-29,28-29,27-28.
7)Gable requires continuous bottom chord bearing.
MiTek recommends that Stabilizers and required 8)Gable studs spaced at 2-0-0 oc.
cross bracing be installed during truss erection,in 9)This truss has been designed for a 10.0 psf bottom
accordance with Stabilizer Installation auide. chord live load nonconcurrent with any other live
loads.
REACTIONS.All bearings 23-7-4. 10)'This truss has been designed for a live'load of
(lb)-Max Horz 20.Opsf on the bottom chord in all areas where a
2=429(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Uplift bottom chord and any other members.
All uplift 100 lb or less atjoint(s) 11)Provide mechanical connection(by others)of truss
23,28,29,22,21,20,19,18 except to bearing plate capable of withstanding 100 lb uplift at
17=-158(LC 5),2=-122(LC 4), joint(s)23,28,29,22,21,20,19,18 except at--lb)
24=-121(LC 4),26=-127(LC 4),27=-209(LC 17=158,2=122,24=121,26=127,27=209.
5) 12)"Semi-rigid pitchbreaks with fixed heels"Member
Max Grav end fixity model was used in the analysis and design
All reactions 250 lb or less at joint(s) of this truss.
17,2,23,24,26,27,28,29,22,21,
20,19,18
LOAD CASE(S)
FORCES. (lb) Standard
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-3=-257/95
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Cat.ll;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical left
exposed;Lumber DOL=1.60 plate grip DOL=1.60
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r
s
Job Truss Truss Type Qty Ply
XRMSCMB B03 Common 2 A0796084
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sal May 21 10:56:00 2016 Page 1
I D:ld_OOXyyT61 Bi_TXo1jwHHzefvK-TGy?763VkvVaBoUIIySQGwIL6EOGnBGGJkfdtQzEJLz
-1 4 0 5-2-9 9-8-0 14-1-7 19-3-4
1-4-1 5-2-9 4-5-7 4-5-7 5-1-13
5x6=
Dead Load Defl.=3/16 in
4
6.00 F12
1.5x4
1.5x4
3 5
d.
0 2 6 m .
�I1 R
7
3x4= 5x8= 3x4=
9-8-0 19-3-4
9-8-0 9-74
Plate Offsets(X,Y)— [2:0-2-0,Edge),[6:0-0-10,Edge) [7:04-0 0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.11 7-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.30 7-10 >772 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:85 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with an other live
WEBS 2x4 SP No.3 y
BRACING- loads.
TOP CHORD 5)`This truss has been designed for a live load of
Structural wood sheathing directly applied or 5-2-8 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 7-6-11 oc bracing. 6)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 100 lb uplift at
MiTek recommends that Stabilizers and required joint(s)except Qt=lb)6=443,2=581.
cross bracing be installed during truss erection,in 7)"Semi-rigid pitchbreaks with fixed heels'Member
accordance with Stabilizer Installation uide. end fixity model was used in the analysis and design
REACTIONS. (lb/size) of this truss.
6 = 709/0-6-14 (min.0-1-8)
2 = 793/0-7-10 (min.0-1-8) LOAD CASE(S)
Max Horz Standard
2 = 74(LC 4)
Max Uplift
6 = 443(LC 5)
2 = -581(LC 4)
Max Grav
6 = 775(LC 9)
2 = 860(LC 10)
FORCES. (Ib)
Max.Comp./Max.Ten.-All forces 250(Ib)or less except
when shown.
TOP CHORD
2-3=-1215/772,3-4=-930/579,
4-5=-931/579,5-6=-1219/774
BOT CHORD
2-7=-595/1028,6-7=-598/1034
WEBS
4-7=-271/532,5-7=-354/376,
3-7=-347/372
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical left
exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Plates checked for a plus or minus 0 degree rotation
about its center.
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(opyright02016AdReofLusses•Amboy1.Iamho III,P.F.Reptodunianof ibis downtont,inony form,isprohi6itedwhhoutthewrinen permission from ddRoof iusses•Ardonyl.Tam5oIII,P.C.
ti
Job Trios Truss Type Qty Ply
XRMSCMB B04GE Common Supported Gable 1 1 A0796085
1Jbeference o tional
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:01 2016 Page 1
ID:Id_OOXyyT618i_TXoljwHHzefvK-xTWOKS47VDdRmy3xsfzfp8rZ6dW V WgiQYOPBQszEJLy
14-0, 9-8-0 194-0 - --- 20-8-0,
1 4-0 9-8-0 9-8-0 1-4-0
4x4=
7
iI 6.00 F12 6
3x4 5 / 3x4
1 15
T2 ! I 1 5T21
i {
I m 2 :'f iz�........................._..J i I......................... I f , I..... i :\ 12
-! ..... ....._... 101........-
13
3x4=_ 22 21 20 19 18 17 16 15 14 30=_
3x4:-, 5x6= 3x4
!..........................................................._........_.................... --...---....._._._...........:19-4 0._...............
19-4-0
Plate Offsets(X Y)— [18:0-3-0 0-3-01
i
LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud j PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 13 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 13 n/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 (Matrix) Weight:105 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 6)Gable requires continuous bottom chord bearing.
BOT CHORD 2x4 SP No.2 7)Gable studs spaced at 2-0-0 oc.
WEBS 2x4 SP No.3 8)This truss has been designed for a 10.0 psf bottom
OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live
BRACING- loads.
TOP CHORD 9)'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
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. 10)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)21,22,15,14 except(jt=lb)2=238,19=129,
accordance with Stabilizer Installation guide. 20=199,17=129,16=196,12=245.
11)Beveled plate or shim required to provide full
REACTIONS.All bearings 19-4-0. bearing surface with truss chord at joint(s)2.
(lb)-Max Horz 12)"Semi-rigid pitchbreaks with fixed heels"Member
2= 31(LC 4) end fixity model was used in the analysis and design
Max Uplift of this truss.
All uplift 100 lb or less at joint(s)
21,22,15,14 except 2=-238(LC 4),
19=-129(LC 4),20=-199(LC 5),17=A29(LC LOAD CASE(S)
5),16=-196(LC 5),12=-245(LC 5) Standard
Max Grav
All reactions 250 lb or less at joint(s)
2,18,19,20,21,22,17,16,15,14,
12
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=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf,BCDL=5.Opsf;h=15ft;
Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical!eft
exposed;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind(normal to the
face),see Standard Industry Gable End Details as
applicable,or consult qualified building designer as per
ANSI/TPI 1.
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Plates checked for a plus or minus 0 degree rotation
about its center.
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f
Job Truss Truss Type Qty Ply
XRMSCMB C01SGE Common Structural Gable 1 1 A0796086
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:01 2016 Page 1
ID:ld_OOXyyT61Bi_TXoljwHHzefvK-xT WOKS47VDdRmy3xsfzfpBrYcdV?WgoQYOPBQszEJLy
1 4-0 4-0-0 8-0-0
1 4-0 4-0-0 4-0-0
4x4=
3
6.00 FIT
1.5x4 I I �]1.5x4 I
T1" 1 j
T
VSTt \
d 2 i 4
_
- - to
\ 5
1
1.5x4 11 7 1.5x4
f 8 1.5x411 6
2x4= 2x4=
10-8 4-0-0 6-11-8 8-0-0
1-0-8 2-11-8 2-11-8 '--------I-1-U 8 f
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 7 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:35 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 6)This truss has been designed for a 10.0 psf bottom
BOB CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with an loads. y other live
OTHERS 2x4 SP No.3 7 •This truss has been designed for a live load of
BRACING- ) 9
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 8)Provide mechanical connection(by others)of truss
Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 261 lb uplift at
joint 2,263 lb uplift at joint 4,138 lb uplift at joint 8 and
MiTek recommends that Stabilizers and required 140 lb uplift at joint 6.
cross bracing be installed during truss erection,in 9)"Semi-rigid pitchbreaks with fixed heels"Member
accordance with Stabilizer Installation guide. end fixity model was used in the analysis and design
REACTIONS.All bearings 1-4-0 except Qt=length) of this truss.
8=0-3-8,6=0-3-8.
(lb)-Max Horz LOAD CASE(S)
2= 28(LC 6) Standard
Max Uplift
All uplift 100 lb or less at joint(s)
except 2=-261(LC 4),4=-263(LC 5),
8=-138(LC 5),6=-140(LC 4)
Max Grav
All reactions 250 lb or less at joint(s)
2,4,8,6
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-3=-265/162,34=-265/162
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf,BCDL=5.Opsf;h=15ft;
Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical left
exposed;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind(normal to the
face),see Standard Industry Gable End Details as
applicable,or consult qualified building designer as per
ANSI/TPI 1.
4)Plates checked for a plus or minus 0 degree rotation
about its center.
5)Gable studs spaced at 2-0-0 oc.
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v
Job Truss Truss Type Qty Ply
XRMSCMB CA Comer Jack 2 1
A0796087
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:02 2016 Page 1
I D:Id_OOXyyT61Bi_TXoljwHHzefvK-Pf4mYo51GW11O6d8QNUuLLOknl toF7eZn28kylzEJLx
-14-0 0-11-11
1-4-0 0-11-11
3
6.00 V2
0
2 0
m
0
8
T1 1 0
A°
2x4=
0-11-11
0-11-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 7 >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/TPI2007 (Matrix-M) Weight:6 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss
BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 4 lb uplift at
BRACING-
TOP CHORD joint 3,236 lb uplift at joint 2 and 9 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks with fixed heels"Member
Structural wood sheathing directly applied or 0-11-11 oc end fixity model was used in the analysis and design
BOT CHORD
purT of this truss.
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 = 1/Mechanical
2 = 15410-7-10 (min.0-1-8)
4 = -8/Mechanical
Max Horz
2 = 114(LC 4)
Max Uplift
3 = 4(LC 5)
2 = -236(LC 4)
4 = -9(LC 10)
Max Grav
3 = 24(LC 6)
2 = 175(LC 10)
4 = 32(LC 4)
FORCES. (Ib)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft;
Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical 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-M 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.
Hariq•Flen,eemp!lrnrar ee'1l legr DCSh6,^l"dri`y 6r13.0 Imlf 6 rg!aIIICIS fan04rFCiJ'ill[G;EilriYrm'tan re:ayhippar_drt,nend�,nos rmsa,ilecareg;ll�;ad ee 1mn71ra-3s I➢,lLrrz;na flattetoe r.!.rels„oYmise Net nEe PV,W!
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,earlulefmllysrsmntepadrynrtrtt'raha9 psTes nnh:d l6s inaee4nE.yissrhi0lfte 1r:IlleMgeslpa,rtLnsSp:kx Grb:n deghAitc}Nnredc,l;as;me,l�niailll. Fort Pierce,FL 34946
(opyright�1016A•iAealLnssls•Arthocyi.Tamhoill,P.E Repi dumiunelthisdnmmam,in any form,isprrhi4ikdwahouidomirlenpernissirn from AdRoolLasses•ArrhonyLfambo III,P.E.
r
r
Job Truss Truss Type Qty Ply
XRMSCMB CJ3 Comer Jack 2 A0796088
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.cwm Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:02 2016 Page 1
I D:Id_0OXyyT61Bi_TXoljwHHzefvK-Pf4mYo51GWI1O6d8QN UuLLOkn1 tRF7eZn28kylzEJLx
-1 4-0 2-11-11
1-4-0 2-11-11
3
6.00 12
0
o
m
1 eb
2
131
1 e
4
ri• ri•
2x4=
2-11-11
2-11-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 4-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.01 4-7 >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-M) Weight:12 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 6)Provide mechanical connection b others of truss
BOA CHORD 2x4 SP No.2 to bearing late capable of withstanding 101 others)
uplift at
BRACING- 9 P P 9 P•
TOP CHORD joint 3,237 lb uplift at joint 2 and 1 lb uplift at joint 4.
Structural wood sheathing directly applied or 2-11-11 oc 7)"Semi-rigid pitchbreaks with fixed heels"Member
purlins. end fixity model was used in the analysis and design
BOT CHORD of this truss.
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 = 56/Mechanical
2 = 20810-7-10 (min.0-1-8)
4 = 26/Mechanical
Max Horz
2 = 200(LC 4)
Max Uplift
3 = -101(LC 5)
2 = -237(LC 4)
4 = -1(LC: 5)
Max Grav
3 = 80(LC 9)
2 = 236(LC 10)
4 = 44(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=S-Opsf;h=15ft;
Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical 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.
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4451 St.Lude Blvd.
t
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Copyright02016A-IRoalTmsses-AnthonyLTomho111,P.T.Reprodudianolthisdommem,inanybrm,isprohiRitedwdhouttheminenpermissianhe.A-IReafTrusses-AathonyT.Tomhotll,P.I. Fort Pierce,FL 34946
Job Truss Truss Type Qty Ply
XRMSCMB CJ5 Corner Jack 1 �Jcrb!Rference(optional) A0796089
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:02 2016 Page 1
ID:Id_0OXyyT61Bi_TXoljwHHzefvK-Pf4mYo51GW1106d8QNUuLLOiyl rcF7eZn28kylzEJLx
-1-4-0 4-11-11
1-4-0 4-11-11
3
6.00 12
0
so
o_
u7 N
cV
2
1 S A•
4
2x4=
4-11-11
4-11-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.02 4-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.04 4-7 >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 FBC2014ITP12007 (Matrix-M) Weight:18 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 7)"Semi-rigid pitchbreaks with fixed heels"Member
BOT CHORD 2x4 SP No.2 end fixity model was used in the analysis and design
BRACING-
TOP CHORD of this truss.
Structural wood sheathing directly applied or4-11-11 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)
3 = 99/Mechanical
2 = 296/0-7-10 (min.0-1-8)
4 = 44/Mechanical
Max Horz
2 = 288(LC 4)
Max Uplift
3 = -181(LC 5)
2 = -298(LC 4)
Max Grav
3 = 136(LC 9)
2 = 336(LC 10)
4 = 75(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical 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.
6)Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 181 lb uplift at
joint 3 and 298 lb uplift at joint 2.
9aiuF Fis¢�{rtgklrrek+tii'LIIOcr I[416,f5r°dFe"}�FE3ll 19NS6[il%OIIIuY(TiO4y tLTi[)tr[Fg6iF[rt1Fi1'he Feedr huppc.Sac¢!{e{/otnatisfressG{irierttiog{I[ mllFetN¢rl.r{xt{m;r:.le!cnaSielbe...Com7k¢yln!'[Ie1nIFe RD.et1r
ellkk(0.®ttlt{�iiiss'�IFtiSieti(SfiegYFt11I!I.131rtRfO:StpFlr'iliC{Idtrl:IlLtF[11-1as Sul a"FiM(!tnuFlb untot'XI i(M1!f:s�iiaeeS�,:etmgrryes:It�u.ror�crvPdmesururms:cga�uneFooei+,¢1nm�its•enp,s:!arais,�esui�iss.s�r:M Anthony T.Tombo III,P.E.
¢a¢ear srmsn qu+Faei:¢riaadeao+.n,mandsaamteymnniratvum ,na aa{a rh u eiix¢e xtaiieq is wrar.Fteix„dre!ree¢eae!lrtrdfiernn:#GinrkuTa}ur�e,u hti¢nika+Ss4d11eG:nsr nuJ(d 80083
' nesdrarosivx eomia¢.lguis Oro 4ISADO edxI'SonsWphints'!WhithiC.Tiwsrg Frrr"nasaa Fire,a:rsouipfirp—n3 hiss pnfima,aias 4451 St.Lucie Blvd.
A.X?0Aifirnamipedq.So Lg4orFMft"ii lit rrswcpfebs,is VMS u;miroinpu,eu¢sSyftbibucrrgt,:u4Iflaquiad•sa:misdmidsTu. Fort Pierce,FL 34446
(epyright�1p166dYoalLusses•AdhonyLiamholi6P.F.Repreducfiaaalibis dosumem,in any form,isprob1itedwitbauttbeminen permission[rem AdRu1 Tresses•Aathoayt.lambaM,P.E.
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f
x
Job Truss Truss Type Qty ply
]Job
XRMSCMB CJSA Corner Jack 1 A0796090
Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:03 2016 Page 1
4-11-11 ID:Id_OOXyyT61Bi_TXo1jwHHzefvK-ure8186N1g19?GCK_407uZwtSRAf aujOiuHUIzEJLw
4-11-11
2
6.00 F12
1 O
m
0
tq N
N
1
8
A d•d
3
2x4=
4-11-11
4-11-11
Plate Offsets(X,Y)— [1:0-4-0,0-0-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.02 3-0 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 3-6 >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 FBC2014/TPI2007 (Matrix-M) Weight:16 lb FT=O%
LUMBER-
TOP CHORD 2x4 SP No.2 b 6)Provide mechanical connection others
BOT CHORD 2x4 SP No.2 ( y )of truss
BRACING- to bearing plate capable of withstanding 158 lb uplift at
TOP CHORD joint 1 and 184 lb uplift at joint 2. -
Structural wood sheathing directly applied or 4-11-11 oc 7)"Semi-rigid pitchbreaks with fixed heels"Member
purlins. end fixity model was used in the analysis and design
BOT CHORD of this truss.
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 uide.
REACTIONS. (lb/size)
1 = 216/0-7-10 (min.0-1-8)
2 = 101/Mechanical
3 = 46/Mechanical
Max Horz
1 = 216(LC 4)
Max Uplift
1 = -158(LC 4)
2 = -184(LC 4)
Max Grav
1 = 245(LC 9)
2 = 137(LC 9)
3 = 76(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical 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.
Bahr-FlxuaertepslernleYae91iU:F i11554i(Sln eri31[I.7llfB010111"v9S(i1ST0Y'{OYir')i(Ri051ELKYEt1'Iru rttdfktlip—ftsutrcd wtsut't nest Ceil,�UttvYr[IL mrtlrtrtinrLMe m.K.I&is stee9ef.w.rdesed-lse W, rtD,edf
fLTet®x�spWess�lkese(fu ae iPCala sdL LeTrus U:sg 6pees(u,5ituLrhplees4a:salro�aplU"rgttfetlsmmareardWH};mateuaarbgmpn�soryM, (mpdae,o>tirm:(ereeatramuedr,nto mt.th(esipe—rern wieraet,e:t,mnttar:.! Anthony T.Tombo Ill,P.E.
-utiretts::Tnu 6tregieikEu lslkeuspnUlApd&Ongh6exisesBsruedy�nlSekdlioy Oevpe,inax aaeddfee 11(aelttartlelmlbillisree�tetRll.lee epmsldas 166tetryfidlmdtleL ss;hekfagkdi�dnep,add'utheesl F.nar sTdlle aeaspeesrn7iryd Ihrr]rorU:sigerae GeSsar.Illedss stied'e&IU6nlSe ras5nenl{:ed�sdfcrd€g6c�eral Sdehl9andiailt911dfiheerlfl nl Srn nedra:ertwr7dp d m.In]Idii.9—J'swidu eeWesdilb hwaeSipe,Tim W. h7 ';'80083eenstl lass 4mh;nta,nkn
sae:ms ieaiWlr etanmspttdgav nrtmg q dl ienm ualnL tla tan Dtdp,Ter�ma a r9tas R+illisgOe:Irva,trTassSpsa¢GpCai dseJerllrh}LlarCdL•slheai ne ss ddlnd'xT41. 4451 St.Lucie Blvd.
(oppisht096164-1loofTiosses•AethonrT.tom§o111,P.LReprodualinalthisdororeenTinonpform,isprohibited A4Ro.Masses-AotbmryT.Lmbo III,P.F. fort Pierce,FL 34946
Job Truss Truss Type Qty Ply
XRMSCMB HJ6 Diagonal Hip Girder 1 1 A0796091
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:03 2016 Page 1
ID:Id_OOXyyT61Bi_TXoljwHHzefvK-ure8186N1 qt9?GCK_407uZwi7R2w—aujOiuHUIzEJLw
-1-10-10 4-5-1 8-5-1
1-10-10 4-5-1 4-0-0
3
Dead Load Den.=1/4 in
1
4.24 12
c%a
C4
B
2
Q
1 6' 11 12 13
s d.
U4= 4
8-5-1
8-5-1
Plate Offsets(X,Y)— (2:0-1-12,0-0-4)
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deti Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.15 4-7 >672 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.38 4-7 >263 240
BCLL 0:0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight:29 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss
BOA CHORD 2x4 SP No.2 to bearing plate capable of withstanding 288 lb uplift at
BRACING-TOP CHORD joint 3 and 490 lb uplift at joint 2.Structural wood sheathing directly applied or 3-2-14 oc 7)"Semi-rigid pitchbreaks with fixed heels"Memberend fixity model was used in the analysis and design
purlins. of this truss.
ROT CHORD 8)Hanger(s)or other connection device(s)shall be
Rigid ceiling directly applied or 10-0-0 oc bracing. provided sufficient to support concentrated load(s)128
MiTek recommends that Stabilizers and required lb down and 57 lb up at 1-4-7,128 lb down and 57 lb
cross bracing be installed during truss erection,in up at 1-4-8,148 lb down and 118 lb up at 4-2-6,148
accordance with Stabilizer Installation ouide. lb down and 118 lb up at 4-2-8,and 176 lb down and
177 lb up at 7-0-5,and 176 lb down and 179 lb up at
REACTIONS. (lb/size) 7-0-7 on top chord,and 24 lb down and 11 lb up at
3 = 207/Mechanical 1-4-7,24 lb down and 11 lb up at 1-4-8,15 lb down
2 = 395/0-10-6 (min.0-1-8) and 9 Ib up at 4-2-6,15 lb down and 9 lb up at 4-2-8.
4 = 100/Mechanical and 30 lb down at 7-0-5,and 30 lb down and 14 lb up
Max Horz at 7-0-7 on bottom chord. The design/selection of
2 = 305(LC 4) such connection device(s)is the responsibility of
Max Uplift others.
3 = -288(LC 5) 9)In the LOAD CASE(S)section,loads applied to the
2 = -490(LC 4) face of the truss are noted as front(F)or back(B).
Max Grav
3 = 241(LC 18)
2 = 503(LC 19) LOAD CASE(S)
4 = 159(LC 3) Standard
FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
( ) Plate Increase=1.25
Max.Comp./Max.Ten.-All forces 250(lb)or less except Uniform Loads(plf)
when shown. Vert:1-3=-54,4-5=-20
TOP CHORD Concentrated Loads(lb)
2-8=-281/123 Vert:8=1 15(F=57,B=57)1 0=-52(F=-27,B=-25)
NOTES-
12=-7(F=-3,B=-3)13=-35(F=-19,B=-16)
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical 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.
wauhy-elms'@mrytirn,Kv@a iarngenmisrs[aa,atr3ltl[uusmaoingamsrau^wturytu'raa:[[�u[srs"aumta,��ps,�-!nnne.,d tsnt�sunstn�s,on.�gpag;memrns�rtrm:rtrr±er,svrt,men,.wsnorn.�n,mdu@etsqui[
' sZrt mnn�mss�nse,se[sar@a GeiasrttLrsetnuon6r�ste.,St ulgEi[itt R@:;slnmr rgrsms®,cgrxrdi ee4su,rleeghargrz mut@h;@ dcynA44sier4rmtrerc,helOUmr,edn FFl.R1a7,rs;.arru,IMrtim[Nn,unlem AnthonyT.Tornbo III,P.E.
afnedhsTnn ton1hftg6@e mprs tiYd6eUner,hL4eeieaxtesuatrym,r @a 4v7[ar an¢t6,h@e"ded df+e lL',@el@nisi drsiarlG,lr,heva field.tteeryrtdA@eIDOrxtnrfieu,nr@rm;s;mmt�t 'm3.>h!ge,tme�,.�tmnu�iae@+n�mr�tgd 480083 nessarwgoesig [,:5mn.mxnsdmueneacedxsrmnsn[rudesdrream[e�rmst:gted ;nmr�fi:knrmnaswnrdners[x�semaexetrss[dues@enstn�ra®a�nndr"tn,suxn,rre;se:ineyemnttnssund�mn,nlin 4451 5t.Lucie Blvd.
e@nalnreraenra[nomapearyn@a!aha hr.7 rain@nhN.lhrn.sDeCn[yrcrr is Flr@,1rlliq vesiexynLns$des Eaghre!dERltr[og.rncryvAeu!uxcnanadndscml. Fort Pierce,FL 34946
Coppight02016A-Ihoofbossn-Aathonyt.Tomba1ll,P.E.Rrsodudiaaatthisdommant.in any fasm,isprohNiedwhhoutiheminenptrmissiaa horn A-1FoolLnssas-Antuyl.temballip.L
'r
r
Job Truss Truss Type Qty Ply
XRMSCMB J5 Jack-Open 4 1 A0796092
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:04 2016 Page 1
ID:ld_0OXyyT6lBi_TXo 1jwHHzefvK-M2CWyU60o8?OdQnWXoXMRmT_trTsj 18sEMdrOBzEJLv
1-7-0 4-1-0
3
6.00 12
3x4 II
rn,a
2
CV
' 1
5 4
3x4 II
4-1-0
3-11-8
Plate Offsets(X,Y)— [2:0-2-0,0-1-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 4-5 >827 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) 0.05 4-5 >970 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:17 Ib FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
BRACWEBS 2x4 SP No.3 rectangle 3-6-0 tall b 2-0-0 wide will fit between the
TOP CIHORD bottom chord and any other members.
Structural wood sheathing directly applied or 4-1-0 oc 5)Refer to girder(s)for truss to truss connections.
puffins, except end verticals. 6)Provide mechanical connection(by others)of truss
BOT CHORD to bearing plate capable of withstanding 399 lb uplift at
Rigid ceiling directly applied or 10-0-0 oc bracing. joint 5,202 lb uplift at joint 3 and 168 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks with fixed heels"Member
MiTek recommends that Stabilizers and required end fixity model was used in the analysis and design
cross bracing be installed during truss erection,in of this truss.
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size) LOAD CASE(S)
5 = 263/Mechanical Standard
3 = 84/Mechanical
4 = 37/Mechanical
Max Horz
5 = 306(LC 5)
Max Uplift
5 = -399(LC 4)
3 = -202(LC 5)
4 = -168(LC 5)
Max Grav
5 = 263(LC 1)
3 = 128(LC 9)
4 = 71(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-248/287
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right 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.
setup-Fl!n!mn!tur!!v.ss!'a•na:E'14536Fsr�1[i'i.maniEL4k6[ilk0lticl usia4-IOs3)lRW6:f[4YEkPtun rrJpW'ry!pas4ntrNrxemTtu`tds Toss E!sill Ncxiy(IC�jw16!Irtepl.rtafam,rt.ide,m,sw!t!Er!w.ed!t,rEx.iterA!ewm!Een,!dr
luTskamderpidesd 11stest41,,NTCCu4sd:t.rstTnssg!s.,re hµ+au[i.e,�udq&ri tl:sMnspir4'!grt,assmtc!rtmdititpnkss(u!In n!iq!np!:dC.ry6; lesg!dTeshsleLess f!} tt t#IDgutr,vlalr41.i5'hsyee orses,txtururrFl!w!vr!r!ar Anthony T.Tombo il[,P.E.
fined onT.,lrse Ilial1!Qe!ar!rsis:IllyddCmr,Bt Cnd!eAH!it!!rj!tu@!6a7rmp 0ls:¢e,n@ersd!dd6!Iti,d!fr(¢rlSei�blrmpt�n(irl-r.Ike eFlmd dfi!IaOne®yfi!Hmd6!rn!s;¢deFigM!Tdrp,tirryhiui!ftlmnl Mnxk!kdn!e!tnrw,namtd : sTomb
' a!nir%o:a�etrnan.Ownuttdac 100WsItse orr�� nmbuisrrsP.tsdyidtsd�apaTrkF,�nrrrms¢k■!!a-30ocr9sd¢d—IIirdnrsu!nsr!nnm!:rstan!tdxuns1167att!!tre!isbperst:nrissumolin,Win 4451 St.80083 lvd.
tdaah!hfmdlrk(artale¢edtpte tring 7elprties pnhsd the frs;sges!m 6tnxs is kCifi!rsltmp Desgat,nitnsstne¢Gttua dory Mlle}.N«pade!tsnar m rs ddutt u7tid.
(oppight 9 f�16 Ad Roof(msses•Aathonyi.Tanho Ill,P.F.Reptadadior.DI Ns domment,in any form,is piohihiied wiThoutthe tvfnen permission from Ad loaf fmsses-kwhouyCTurbo III,P.f, Fort Pierce,FL 34946
JV
7
Job Truss Truss Type Qly Ply
XRMSCMB J6 Jack-Open 3 1 A0796093
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:66:04 2016 Page 1
ID:ld_OOXyyT61Bi TXoljwHHzefvK-M2CWyU60o8?OdQnWXoXMRmT?vrUfjl8sEMdrOBzEJLv
6-0-0
6-0-0
2
6.00 12
m 17
N
1
8 6
6- 6
3
3x4=
6-0-0
6-0-0
Plate Offsets(X Y)— [1:0-0-12 0-0-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 Vert(LL) 0.04 3-6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.09 3-6 >811 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2014lfP12007 (Matrix-M) Weight:19 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss
BRACING- to bearing plate capable of withstanding 189 lb uplift at
TOP CHORD joint 1 and 218 lb uplift at joint 2.
Structural wood sheathing directly applied or 6-0-0 oc 7)"Semi-rigid pitchbreaks with fixed heels"Member
St St r end fixity model was used in the analysis and design
BOT CHORD of this truss.
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 = 26410-7-10 (min.0-1-8)
2 = 122/Mechanical
3 = 54/Mechanical
Max Horz
1 = 256(LC 4)
Max Uplift
1 = -189(LC 4)
2 = -21B(LC 4)
Max Grav
1 = 297(LC 9)
2 = 164(LC 9)
3 = 91(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft;
Cat.11;Exp B;Encl.,GCpi=0.18;C-C Extedor(2);
cantilever left and right exposed;end vertical 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.
xr,ng•ut,L a"tr¢¢rtrk.5e•sa mar nmsEs;s;uu,sEe3u lEsss l cawomcss cusmu�rerujsusa�<uauar Eva r"efGrss�,-::tt,t�ertd.at�:at urnEtr�pot=m9p�;mlat std�I.rwrt ia:rt.r�o,sw,ee>t rc,.ukcsxsrcxkt:ml e,rtt icattir
ILTt!<aaetCetpient ss�ikesellarn<iCCulttdL lstLesprnxEga!vp.e,'.ieadyftl aR:selns1R+)rgrz:ttlsntrgtatdot rnt:<krvlerrk:rhptnynaELryfr3x ltkgeEOeshgk fteu le7Sln laUuft,ttin fRl.Txhsge nnorrzs,ktiywlatts,:Nr7del Anthony T.Tombo III,P.E.
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t�
r
Job Truss Truss Type city Ply
XRMSCMB VO4 Valley 1 1 Job A0796O94
Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:04 2016 Page 1
I D:Id—OOXyyT61Bi—TXoljwHHzefvK-M2CWyU60o870dQnWXoXMRmT6DrXMj18sEMdrOBzEJLv
2-0-0 4-0-0
2-0-0 2-0-0
1*00 12 2 3x4=
T 1
a 3
/ _ ..........._ ....
1311
6
O
2x4 i�- 2x4
O A 8 4-0-0
0 -8 3-11-8
Plate Offsets(X,Y)— f2:0-2-0,Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.09 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 FBC2014/TPI2007 (Matrix) Weight:10 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 8)"Semi-rigid pitchbreaks with fixed heels"Member
BOA CHORD 2x4 SP No.2 end fixity model was used in the analysis and design
BRACING- tY y 9
TOP CHORD of this truss.
Structural wood sheathing directly applied or 4-0-0 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 = 10113-11-0 (min.0-1-8)
3 = 10113-11-0 (min.0-1-8)
Max Uplift
1 = -95(LC 4)
3 = -95(LC 4)
Max Grav
1 = 120(LC 9)
3 = 120(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=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical left
exposed;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 95 lb uplift at joint
1 and 95 lb uplift at joint 3.
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ig?elaraeaz tL•n sls;hndh6tlBBait ssGi OsfTnitBtUTtFgifeay e,SjasigiJraeao:e:eErp roSlB4regrest,a&¢rcvsi Regtku'sfeltgaef a8tgw,A!1fa1.09gfdrxsbysgms itimmtst(IBah,Mfg 1111,inhapnsxp4e;bsBti lists,sshtfa; Anthony T.TombO lilt P.E.
ntr.»nrnntanne€�u wr a�r�t ata.�t,�anfs a�nf ae: ayal�a,1(fI1d 5.btB(1��I iYFt tF3ktiff2l�7tN.ifegl tdmtltl Rlalt€8lilstd ':ns ad jlad f8.d rzg,thHIflwsd6e zg 6vGlettaue k3(a "HUOS3
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• Fort Pierce,FL 34946
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Job Truss Truss Type Qty Ply
XRMSCMB V07 Valley 1 1 A0796095
' Job Reference o tional
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sat May 21 10:56:05 2016 Page 1
I D:Id_0OXyyT61 B i_TXo ljwHHzefvK-qEm uAp7eZR7tFZM i5V2bz_OEaFoHSTN?TONOZdzEJ Lu
3-6-0 7-0-0
3-6-0 3-6-0
3x4=
6.00 12 2
l
r ` 3
Bl
a a
2x4 i 2x4
0-0-8...---- - ---— 7-0-0
0-0-8 6-11-8
Plate Offsets(X,Y)-- [2:0-2-0,Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 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 FBC2014/TP12007 (Matrix) Weight:20 lb FT=O%
LUMBER-
TOP CHORD 2x4 SP No.2 8)"Semi-rigid pitchbreaks with fixed heels"Member
BOA CHORD 2x4 SP No.2 BRACING-
end fixity model was used in the analysis and design
TOP CHORD of this truss.
Structural woad sheathing directly applied or 6-0-0 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 = 212/6-11-0 (min.0-1-8)
3 = 212/6-11-0 (min.0-1-8)
Max Uplift
1 = -186(LC 4)
3 = -186(LC 4)
Max Grav
1 = 248(LC 9)
3 = 248(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=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical left
exposed;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 186 lb uplift at
joint 1 and 186 lb uplift at joint 3.
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Nl'fi¢¢th;psxts:kY.bru!iln(ftlC@4Ss tt[d.6!tT7tt:est;a ttii}treS.y$jacxe(iryaeu99v tt,weailpprtpru ax¢pinedut rent gal tgtettdg:ttpav tiffera&Cpad7x CfrNT:nt itp:9rlmlkt riDNp,¢Ltt lrkl,iarGt 3t at xsrtixt,dtlry tn.G;nL u7:6i:3; Anthony T.Ter,$bo 1II,P.E.
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' ':!r>t;{Ititt,'IliCti$$tlJiflt.=�Xtt}t1N1HC1t3.pRearfW:it9¢{Iff$k:RtS arflt�':iprtCp31C'$az'I�SvR.�M(Ir$��kl:Lh-{r.f(tEd$I30e,E'if¢(N}r¢gCCfly^.Id¢a,MIt!}�}Alit(N:4'f`n91t11 it's 06,1i.SS5tq,,,mtt bsi�[,c,efTrsu M=A±tt,Wsst 4451 St.Lucie Blvd.
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Upyrigt3Q2016A4Roor funs-Anibayl.lembo III,P.F.RepraduAnd ibis dmamat,in any krm,ispwblUtd.itboui The sifirin Permission homA-1Roarirasses-Amhuayi.WAD Al,K
Job Truss Truss Type Oty ply
XRMSCMB VM02 Valley 1 1 A0796096
Job Reference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. ge Sat May 21 10:56:05 2016 Pa 1
I DAd_0OXyyT6l Bi_TXo 1 jwH HzefvK-q Em uAp7eZR7tFZM i5 V2bz_OH H FuhSTN?TO NOZdzEJ Lu
2-0-0
2-0-0
6.00 F12 2
T
Ci
1
d
0
3
2x4
I
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.02 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 FBC20141TP12007 (Matrix) Weight:5 lb FT=O%
LUMBER-
TOP CHORD 2x4 SP No.2 7)Provide mechanical connection b others of truss
BOA CHORD 2x4 SP No.2 to bearing late capable of withstanding 32 Ib uplift at
BRACING- 9 P P 9 P
TOP CHORD joint 1 and 70 lb uplift at joint 2.
Structural wood sheathing directly applied or 2-0-0 oc 8)"Semi-rigid pitchbreaks with fixed heels"Member
purlins. end fixity model was used in the analysis and design
BOT CHORD of this truss.
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 uid,
REACTIONS. (lb/size)
1 = 5111-11-8 (min.0-1-8)
2 = 37/1-11-8 (min.0-1-8)
3 = 1411-11-8 (min.0-1-8)
Max Horz
1 = 61(LC 4)
Max Uplift
1 = -32(LC 4)
2 = -70(LC 4)
Max Grav
1 = 56(LC 9)
2 = 51(LC 9)
3 = 27(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf,BCDL=S.Opsf;h=15ft;
Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical 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 atjoint(s)2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
»crrr•nresr��mha�tiE DrnDSSr>tsiuu^Itiroar�:r,mXDrrr:,siufw{sR!mtf:sX�p*,eruarm�.r,r�er�rre•�ars�se,rr:innn,;n,se��ur�r,mrlror;woraneMr-:r�rJ,r:.exm,siroishrz�e.�rs,rn�wc�nselrD,Rh
W:'eluesfinrrLsts si"H rsMty 6t ICDhNnSi.rst4+n.::+ehiino{!r,!lecaAf repmrm ttr6xgilRRrrmtussas¢p'ae¢pr itss.�ttt!�iaeuurnry as:ilhWfxksipd,mrtieiNLnr i:r lyd�gr nDtelr,atst lFf 1,itrG;>p,:ns::p: :Is,R�:atxns,urme Anthony T.Tombo llt,P.E.
' adnedtHt fnn!¢nrtrlliy¢ n:fssituydd.?reu,da0n¢i nr u�peuwtle tinr2nirw,mFrr .�d6±:[f,!tt 6rwdt!¢dlx:eur;Neslltld.ruerptrdd14e1:Ots3urGelde;tdDthts4 `ediyaa6;v Uuele,x4d adkat�idvXleRk,rsptx*.3i31 at -80083?tln6irysipr,¢A(Nnr-)M1r;sdertA6rPUalG?inttes�rvk:'mtsslmrtWiLsit+e:'f mi�s�:e1i6� Dskdt78{¢lSS3¢r reF�teE,yf¢rccnlrarna,rW.lr::¢esAe regr¢�':R,ssurtFissdt2ei;ns irsisr,rsrss @ca[aa'szu atirtss ia�slWae,�fss
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• Fart Pierce,FL 34946
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4
Job Truss Truss Type Qty �7Job
XRMSCMB VM04 Valley 1 A0796097
eference(optional)
Al ROOF TRUSSES,FORT PIERCE,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:7.640 s Oct 7 2015 MiTek Industries,Inc. Sal May 21 10:56:06 2016 Page 1
ID:ld_OOXyyT6lBi TXoljwHHzefvK-IQKHN98GKIFksjxvfDZgWBYQQeD2Bvn9ig6y54zEJLt
4-0-0
4-0-0
1.5x4 II 3
6.00 12 2
T,1--
a W1
a
6
5 4
2x4 i 1.5x4 II
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:13 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of
BOT CHORD 2x4 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 6)Bearing atjoint(s)3 considers parallel to grain value
Structural woad sheathing directly applied or 4-0-0 oc using ANSI/TPI 1 angle to grain formula. Building
ROT CHORD
purT designer should verify capacity of bearing surface.
7)Provide mechanical connection(by others)of truss
Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 34 lb uplift at
MiTek recommends that Stabilizers and required joint 1,126 lb uplift atjeint 3,77 lb uplift at joint 4 and
cross bracing be installed during truss erection,in 355 lb uplift at joint 5.
accordance with Stabilizer Installation guide. 8)"Semi-rigid pitchbreaks with fixed heels"Member
end fixity model was used in the analysis and design
REACTIONS. (lb/size) of this truss.
1 = 87/3-11-8 (min.0-1-8)
3 = -92/3-11-8 (min.0-1-8)
4 = -39/3-11-8 (min.0-1-8) LOAD CASE(S)
5 = 294/3-11-8 (min.0-1-8) Standard
Max Horz
1 = 149(LC 4)
Max Uplift
1 = -34(LC 4)
3 = -126(LC 9)
4 = -77(LC 3)
5 = -355(LC 4)
Max Grav
1 = 90(LC 9)
3 = 174(LC 4)
5 = 371(LC 9)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
WEBS
2-5=-288/397
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)
Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;
Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2);
cantilever left and right exposed;end vertical 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.
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raw,du,lrrc,wogre€Ag£,�,£t:g�si�y.e..w,me.eersm�u�trmvmgx�g.t:�n,br��.��!gar,straml>:tr:dl�k;rdd_z�iFtl.r;:yaoadnn��d�gst!r�.aa�£instf<�doga�gm�ge,��r�ss�ka�£itiul,rx£�t£rs3gd �6J0S3
'lt lnAgte,ipvndkwdar ggrdlsnaimtls T~gm`6tgrvttesetgast mesf.ksEatlagUc £Zgdh,kvcmn}lSf gdlstlily ttludSSCl ve nF.natdMg£sMgalnn.%J avWs denputlom mddMdfiefassUrrsn£y tw..Pdpwmaeg inn Psdsm£v.Rlus : 4451 St.Lucie Blvd.
Fd£(ilit t£;yst{bdirn:dlSytfdfjfFb%fgoglg eL'gPYiesssalnd.Ilkl:rsS 1£Sigi F[jieSS IS AJ!3£rK1Ug r*£dgEF.vI;lfsSgSt£9t£jhtKdmgd{ng,l Wtkvtd n:G:mad?atdmUN. Fort Pierce,FL 34946
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