Report (5) M /y- Oo Ik;
ii Elf DrJ Engineering, LLC
(FKA: DrJ Consulting, LLC)
im
ENGINEERING«C 6300 Enterprise Lane
Madison, Wisconsin 53719
Re: J1405754
Mission Homes-3092 MiTek 20/20 7.4
The Truss Design Drawing(s)(TDD[s])referenced have been prepared based on the construction documents
provided by the Building Designer indicating the nature and character of the work. The design criteria therein
have been transferred to DrJ Engineering(DrJ)by ProBuild (Clackamas).
These TDDs are specialty component designs and may be part of the project's deferred or phased submittals.
As a Truss Design Engineer(i.e., Specialty Engineer),the seal here and on any TDD represents an
acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD
only.The 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 related notes.
Pages or sheets covered by this seal: 18912898 thru 18912899
My license renewal date for the state of Oregon is December 31,2015.
Important Notice: Each TDD uses Metal Connector Plate(MCP)design values published by MCP manufacturers.
Any referenced connectors use design values published by the connector manufacturer or the American Wood
Council per the National Design Specification(NDS)for Wood Construction.The TDD further uses lumber design
values published by the applicable lumber rules-writing agency as approved by the American Lumber Standards
Committee.These are incorporated into lumber design provisions and equations created by the American Wood
Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers. The
lumber design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber
prior to cross cutting.The lumber grading rules published by the rules-writing agency shall apply to the Owner,
Building Designer_.and contractor.All capitalized terms are as defined in ANSI/TPI 1,the National Design
Standard f 'ply ected Wood Truss Construction(TPI I).
4.
85525PE q
• v OREGON ,,4:1,1 ,2.6\ *,-‘"
`iOsEPi-i 15 ",
RENEWAL '.'/ , ' /2015
October 24,2014
Ryan Dexter,P.E.
The design assumptions,loading conditions,suitability and use of this set of Truss designs for any Building is the
responsibility of the Owner,the Owner's authorized agent or the Building Designer, in the context of the IRC,the IBC,
the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,
installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD
and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are
referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design
Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by the parties
involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any Building.
Copyright 0 2014 DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from DrJ.
Job Truss Truss Type Qty Ply Mission Homes-3092
18912898
J1405754 HRC RAFTER 2 1
Job Reference(optional)
ProBuild Beaverton Truss, Beaverton,oR 97007 7.430 s Oct 14 2013 MiTek Industries,Inc. Fri Oct 24 13:38:12 2014 Page I
ID:Y1Iu_FNm3dCi mOJKWRTuCzhdSv-SKUxbS7pD7 L3J7WwPtVbF 7sjt5LhgJ6pdKtDOPyQBHf
1 -2-2-8 l 6-9-2 6.113.110
2-2-8 6-9-2 0-1-8
3x4 Scale=1:19.4
3x4! ,
3x4 %
4.24 12
8
3x4 i 7
WO
a
3x6% ' et
B A
2
1S
d 1
_Nil
........
2,4
'/
1 6-9-2 6.113.110
6-9-2 0-1-8
Plate Offsets(X,Y): 12:0-2-0,0-1-81
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.28 Vert(LL) 0.05 2-3 >999 240 MT20 220/195
TCDL 7.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.05 2-3 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a
BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:24 lb FT=10%
LUMBER BRACING
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
WEBS 2x6 OF No.2 end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=220/Mechanical,5=377/0-5-8 (min.0-1-8)
Max Horz 5=166(LC 4)
Max Uplift3=-194(LC 4),5=-255(LC 4)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-5=-377/309
NOTES
1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C
Exterior(2)-2-2-8 to 0-9-8,Interior(1)0-9-8 to 3-10-10,Exterior(2)3-10-10 to 6-10-10 zone;cantilever left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
3)A plate rating reduction of 20%has been applied for the green lumber members.
4)Refer to girder(s)for truss to truss connections.
5)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 194 lb uplift at joint 3 and 255 lb uplift at
joint 5.
7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1. �� �� PR 04-
Ss
8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. (�
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)21 lb down and 28 lb up at 2-9-8, ,,Cp �4(sil•NE /'
26 lb up at 2-9-8,and 28 lb down and 65 lb up at 5-7-7,and 39 lb down and 64 lb up at 5-7-7 on top chord. The design/selection of C3i j
such connection device(s)is the responsibility of others. 4 85525PE r
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 `
Uniform Loads(plf)
Vert:1-2=-64,2-3=-64,3-4=-14 /1 6i4)' 2V� �A
Concentrated Loads(lb)
Vert:7=54(F=25,B=28)9=-67(F=-28,B=-39) `'�0SEP\-j V
RENEWAL DATE.12/31/201 5
October 24,2014
■ ■
WARNING-Please thoroughly review the'CustonrerI Acknowledgement of ProBuild Standard Terms for Manufactured Products-form Verify design parameter,and reed notes on this Truss Desgn Drawing(TDD)
and me DrJ Reference SMet(rev.1O-74)betnre use Unless otherwise stated on Ina TDD,Doty MiTek connector plates shall be used for Nn Too to be vabd.As a Truss Design Engineer lie.Specialty Engineer),
the seal on any TDD represents en acceptance of the professional engineering responsibility for the design of the single Truss depicted on the TOD only,under TPI 1 The design assumptions,loading conditions,
suitability and use of this Truss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designer,in the contest of the IRC,the IBC,the local building code end TPI 1 The
Et
approval of the TOD and any held use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor All notes set out in the TOD and the
practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance TPI I defines the responsibilities and duties of the Truss Designer,Truss
Design Engineer and Truss Menufacturer,unless otherwise defined by a Contract agreed upon in wriling by all parties involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any building.All capitalized terms are as defined in TPI 1.
ENGINEERING
Copynght02014 ProBudd-DO Engineering,LLC,(DM).Reproduction of this document,In any form,n prohibited without written rJ ten permission from ProBuild-D ac
Job Truss Truss Type Qty Ply Mission Homes-3092
18912899
J1405754 HRF2 RAFTER 1 1
Job Reference(optional)
ProBuild Beaverton Truss, Beaverton,oR 97007 7.430 s Oct 14 2013 MiTek Industries,Inc. Fri Oct 24 13:38:12 2014 Page 1
ID:Y11 u_FNm3dCi_mOJKWRTuCzhd5v-SKUxbS?pD?L3J7WwPIVbF?sh75LhgJ6pdKtDOPyQBHf
-2-9-0 8-5-2 q"&
2-9-0 8-5-2
Scale=1:21.9
3x6
3x6 3 4 "
/
3x6
3.33 12 1�
Jx8 = 7
6
3x8 5
3x8 1
2
-I
8-5-2
8-5-2
LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.39 Vert(LL) -0.11 2-4 >918 240 MT20 220/195
TCDL 7.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.16 2-4 >633 180
BCLL 0.0 " Rep Stress Ina' NO WB 0.00 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:29 lb FT=10%
-
LUMBER BRACING
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 4=331/Mechanical,2=458/0-8-13 (min.0-1-8)
Max Horz 2=159(LC 3)
Max Uplift4=-219(LC 3),2=-307(LC 3)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1)Wind:ASCE 7-05;110mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever
left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
3)A plate rating reduction of 20%has been applied for the green lumber members.
4)Refer to girder(s)for truss to truss connections.
5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 219 lb uplift at joint 4 and 307 lb uplift at
joint 2.
7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)33 lb down and 17 lb up at 2-4-2,
19 lb down and 42 lb up at 3-6-6,0 lb down and 25 lb up at 4-8-15,and 87 Ib down and 84 lb up at 7-1-10,and 42 lb down and 67 lb
up at 7-1-13 on top chord. The design/selection of such connection device(s)is the responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �i p C" PR°Fe,
CO Cy)N� /
LOAD CASE(S) Standard ,c_, �✓'.
1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 ,et. 85525PE
Uniform Loads(pip •
Vert:1-4=-64
Concentrated Loads(Ib)
Vert:5=17(F)6=42(B)7=9(F)8=-129(F=-42,B=-87)
OREGON ,� k
/, v�)'12,2�� �•
`'asEP= CVO'
RENEWAL DATE 12/31/2015
October 24,2014
A WARNING-Please thoroughly review w the"Customers Acknowledgement of ProBuild Standard Terms for Manufactured Products"form.Verity design parameters and read notes on this Truss Design Drawing(TOD)
and the DrJ Reference Sheet(rev V 10-14)before use.Unless otherwise stated on the TOD,only MiTek connector plates shall be used for this TDD to be valid Asa Truss Design Engineer(re,Specialty Engineer).
the seal on any TDD represents an acceptance of the professional engineenng responsibility for the design of the single Truss depicted on the TDD only,under TPI 1 The design assumptions,loading conditions.
suitability and use of this Truss for any Budding is the responsibility of the Owner,the Owner's suthoraed agent or the Building Designer in the context of the IRC.the IBC.the local building code and TPI 1.The
approval of the TDD and any field use of the Truss,Including handling,storage,installation and bracing,shall be the responsibility of the Building Designer and Contractor All notes set out in the TDD and the
practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance TPI 1 defines the responsibilities and duties of the Truss Designer.Truss
Design Engineer and Truss Manufacturer.unless otherwise defined by a Contract agreed upon in writing by all panes involved The Truss Design Engineer is NOT the Building Designer or Truss System Engineer
for any building.AU capitalized terms are as defined n TPI 1.
Copyright 02014 ProBuild-DrJ Engineering.LLC.(DrJ)Reproduction of this document,m any form,a ENGINEERING c�c
y prohibited without written permission from PraBmld-DrJ.
•
A 18.Review the complete contents of the SBC submittal package,the TDDs included(i.e..front, Numbering System
back,text and graphics),any TPDs and any related SBC information before attempting to install V
General Safety Notes the trusses.Reviewing graphics alone is not sufficient.
19.Truss manufacturing quality control shall be performed per TPI 1.Chapter 3,and monitored 6-4-8
Failure to Follow Could Cause property damage or personal injury. by a third party inspection agency. f dimensions shown in ft-in-sixteenths
20.Unless specified by the BD in writing and noted on the TDD,these TDDs are not I (Drawings not to scale)
t. Please thoroughly review the"Customers Acknowledgement of ProBuild Standard applicable for use with fire-retardant,preservative-treated or green lumber.
Terms for Manufactured Products"form. 21.Plate type,size,orientation and location dimensions indicated are minimum plating
2. Please thoroughly review all Truss Design Drawing(TDD)cover sheet notes and TDD requirements. 1 2 TOP CHORDS 3
notes.verify design parameters and review all connection detail notes.Important work 22.Lumber used shall be of the species,size and grade,and in all respects.equal to or better
scope and responsibilities are defined therein. than that specified.
3. All capitalized terms are as defined in ANSI/TPI 1,the National Design Standard for 23.Temporary LR and DB is required to be installed during construction for the purposes of X Alb Metal Plate Connected Wood Truss Construction(TPI 1). holding trusses in their proper location,plumb and in plane,until permanent individual truss U rD
4. TPI 1 defines the responsibilities and duties of the Truss Designer(TD).Truss Design 2
member LR,DB and permanent building stability bracing are completely installed(see BCSI-01. CC
Engineer(TDE)and Truss Manufacturer(TM),unless otherwise defined by a Contract U -
BCSI-62,BCSI-B3,BCSI-B7,and BCSI-B10 as applicable). 0
agreed upon in writing by the parties involved. d I
24.Top chords must be sheathed or continuous LRs(i.e.,purlins)provided at the spacing
5. As a TDE(i.e.,Speciality Engineer),the seal on any TDD represents an acceptance O 0
indicated on TDD(e.g.,24 in.o.c.maximum).
of professional engineering responsibility for the design of the single Truss depicted on Cl_
the TDD only,under TPI 1. 25.If no ceiling is installed or bottom chord LR is specified in writing by the BD,bottom chords 0
require continuous LR at 10 ft.o.c.spacing,or less,along with DB as specified in BCSI-B1,
6. ProBuild and DrJ Engineering(DrJ)are NOT the Building Designer or Truss System BCSI-83,BCSI-B7 or BCSI-B10 as applicable. c7-8 C6-7 C5-6
Engineer for any building. 26.Graphical representation of LR members(i.e.,purlins),if shown on the TDD,do not depict
7. The design assumptions,loading conditions.load paths.suitability and use of Trusses the size or orientation of the restraint along the top and/or bottom chord and/or web members. 8 BOTTOM CHORDS 6 5
for any Building is the responsibility of the Owner,the Owners authorized agent or the 27.The size,connections and anchorage of the permanent continuous truss chord and web JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND
Building Designer(BD),in the context of the IRC,the IBC,the local building code and member LR and DB must be designed by others in such a way as to support the imposed load THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT.
TPI 1. along the clear span of the LR and DB,or as specified in BCSI-B1,BCSI-63,BCSI-B7 or
8.The approval of the TDD and any field use of the Truss,including handling,storage, BCSI-B10 as applicable. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS
installation and bracing,shall be the responsibility of the BD and Contractor(GC). 28.Additional permanent building stability bracing for the truss system(e.g..diagonal.X-
9. All notes set forth in the TDD and the practices and guidelines of Building Component bracing,etc.)may be required and is to be specified by the BD.DB in accordance with
Safety Information(BCSI)published by the Truss Plate Institute and the Structural Building BCSI-B3 may be sufficient Symbols
Component Association(SBCA)are referenced for general guidance. 29.The SBCs shall be examined upon delivery to the jobsite and also after they are erected
10.Structural submittals(i.e.,shop drawings)shall be reviewed by the BD for compatibility and installed for(a)dislodged or missing connectors;(b)cracked,dislodged or broken PLATE LOCATION AND ORIENTATION
with the design of the building or structure,including submittal documents prepared by members;or(c)any other damage that may impair the structural integrity of the SBC.Any
others,deferred submittal documents and phased submittal documents.This review shall unreported damage to any SBC during any part of the handling and installation process Ail 1 3/4 Center plate on joint unless x,y
include a notation indicating that the reviewed documents have been found to be in shall void the ProBuild product warranty, offsets are indicated.
general conformance with the design of the building(or to make specific corrections noted 30.During truss installation,never exceed the design loading shown on the TDD and r-� Dimensions are in ft-in-sixteenths.
and to return for review).In the absence of this notation.ProBuild will provide its Customer never stack materials on trusses with inadequate LR and DB(see BCSI-B4).Never �� Apply plates to both sides of truss
with the design assumptions used per the construction documents,to design the individual overload any structural elements with stacks of building materials to a level greater and fully embed teeth.
structural building components(i.e.,Trusses)per TPI 1. than defined in BCSI-B4.
11.ProBuild and DrJ shall be permitted to rely on the accuracy and completeness of 31.Connections not shown on the TDD5 are the responsibility of others.
project contract and construction documents including any specifications that have been 32.Do not cut or alter a truss member,a truss plate or any related structural element
furnished to ProBuild in writing by the BD for the building. member without prior approval of an RDP or TDE. 0-}16
12.The BD shall provide information that is sufficiently accurate and reliable to be able to 33.Install and load trusses vertically unless otherwise indicated in writing by the BD
design the trusses in the context of the following serviceability issues including.but not V
limited to.(a)Allowable vertical,horizontal or other required deflection criteria;(b)Any dead or as specifically defined on the TDD or TPD.
load,live load and in-service creep deflection criteria for floors or flat roofs 34.Sheathing applied in the plane of the truss is not considered in the design of the _
P individual truss components(e.g.,a gable-end truss has no composite stiffness analysis For 4 x 2 orientation,boat,
subject to ponding loads;(c)Any floor or roof camber requirements,(d)Any differential performed)unless specifically noted.
rill=
deflection crdariafrom truss-to-truss or W ss-to-adjacent structural member,(e)Any deflection plates 0-1/16"from outsid
35.Attachment of the purlin gable(i.e.,hip frames or lay-in gables)to the supporting hip edge of truss.
and vibration criteria for floor trusses including any strongback bodging requirements,and trusses satisfies the LR and DB requirements for the top chord of the hip trusses.Refer g
any dead load,live load,and in-service creep deflection criteria for floor trusses supporting to the TDD for the individual trusses braced in this manner.
stone or ceramic tile finishes.(f)Moisture.temperature.corrosive chemicals and gases 36.These trusses are designed using MiTek standard engineering analysis methods
expected to result in a wood moisture content exceeding 19 percent.sustained temperatures and associated software in accordance with TPI 1 and related proprietary information.
exceeding 150 degrees F,and/or corrosion potential from wood preservatives or other
sources that may be detrimental to Trusses. Drawing Each Truss Design
13.Due to the lateral thrust developed by scissors-type Trusses,if scissors-type Trusses 9 9(TDD)uses Metal Connector Plate(MCP)design values
are part of this design,consideration should be given to bearing wall conditions.Bearing published by MCP manufacturers.Any referenced connectors use design values This symbol indicates the required direction•f
walls supporting scissors-type Trusses should be designed in such a manner that the walls published by the connector manufacturer or the American Wood Council per the slots in connector plates.
iwiwi■will safely withstand the lateral forces of the Trusses.Consideration of effects on the design National Design Specification(NDS)for Wood Construction.The TDD further uses
of the bearing and the associated wall or h beam/header assembly is not a part of this set of lumber design values published by the applicable lumber rules-wnting agency as •Plate location details available in MiTek 20/20 software or upon req est.
TDDs and is not the responsibility of wall or bell or DrJ.Advice from the BD or any RDP approved by the American Lumber Standards Committee.These are incorporated
should be secured relative to these items if they are not provided in the construction into lumber design provisions and equations created by the American Wood Council
and input into modeling and analysis TDD software created and owned by the MCP PLATE SIZE
documents. manufacturers.The lumber design values correspond with the grade stamp identified The first dimension is the plate width measured perpe dicular
14.Unless specifically noted in writing otherwise,neither ProBuild elateto nor DrJ have g P g P 4 x 4 P P
performed any of the following engineering services as it relates to the building that is thby e the TM on the lumber prior to cross cutting.The lumber grading rules published by to slots.Second dimension is the length parallel to slot
going to be built(a)The trusses and any related structural elements are not designed to the rules�vnting agency shall apply to the Owner,BD and GC.
support any masonry loading conditions,which require special engineering;(b)Areas of
the construction documents that do not use truss framing need to be designed by others; The"WARNING" note found on the bottom
(c)All beam,header and related structural element designs are to be performed by others. LATERAL RESTRAINT LOCATION
If any of the previously listed services are required by the Owner,the Owners of each TDD references this document by Indicated by symbol shown and/or by text in the brad g
authorized agent or the BD,please call 608-628-1453 for assistance. calling it the"DrJ Reference Sheet ji section of the output. Use T-,L-,or I-Reinforcemen.or
15.The structural building component(SBC)submittal including the TDD5 sealed by a TDE proprietay bracing(e.g.eliminator)if indicated.
where required by the legal requirements or the local jurisdiction,a Truss Placement Diagram (rev. 10-14)" NOTE-LATERAL RESTRAINTS MUST BE BRACE..
(TPD)if required by the construction documents,and the required permanent individual truss REFER TO BCSI OR AS SPECIFIED BY THE BUIL■NG
member restraint per the TDDs,the appropriate BCSI B-series summary sheets to facilitate DESIGNER
proper truss and structural component lateral restraint(LR)and diagonal bracing(DB),any
SBC installation information and any related truss and SBC details shall be supplied to the DrJ Engineering, LLC
16.GC/Truss GC,afterr.
Eit BEARIN 16.The GC,after reviewing and/or approving the SBC submittal package,shall forward it 6300 Enterprise Lane to the BD for review. Madison,WI 53719
17.Where required by the project contract or construction documents,including any
specifications,a TPD identifying the location of each truss,as assumed by ProBuild based on ENGINEER1IY(+uc www.drjengineering.org 4 Indicates location where bearings(supports)• •r.
its review of the project contract documents,will be provided.When the TPD(i.e.,structural ��� Icons vary but reaction section indicates joint nu tier
submittals or shop drawings)serves only as a guide for truss installation,it does not require the where bearings occur
seal of any RDP. ®2014 ProBuild-DrJ Engineering,LLC All Rights Reserved
Reproduction of this document in any form,is prohibited R=te
sembi
without written permission from ProBuild-DrJ.
Triangle shape indicates left end on engineeringg ppages ,, 4�\
.'� y 35-0 00 l 12-05-08 ), 10-00-00 /, f .
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Total Load=42 vglIMMIIIIM a' aaa'lr2-:' _10-1z 1 01 00 7-10-12
12 r s o0 00 t ccii 't
Wind Speed= 110 mph 11-05-08 24-07400 21-11-00 T
Exposure=B t T r 1 a g
Roof pitch=4,6,6.5/12 Do not cut,drill, notch or modify truss members /111.6 sr
Overhang=24", 16", 14-3/4" without prior approval from truss manufacturer RT - 1