HomeMy WebLinkAbout2020-01-02 937 TIMBERLINE AVE - Permits
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24
30
18
Bremerton Building Department Policy
Policy #: 2008-01
Date: June 27, 2008, Revised 8/25/14
Subject: Basic Plan System
Code Section(s): IBC R104.1, R104.2
Attachment 1: Basic Plan Checklist
Policy:
The purpose of the Basic Plan system is to create a more efficient, cost saving
procedure; to reduce redundant plan reviews; to maintain records pertaining to
Basic Plan building permits; and to develop a cost saving method of obtaining
residential building permits in order to promote affordable housing for the citizens
of the city of Bremerton.
Basic plan system.
A person or company holding title or copyright to the plans may establish a Basic
Plan by application and the payment of a one time setup fee. A Basic Plan may
be used to obtain building permits for:
Single-family dwellings with or without attached carports or garages.
Residential carports or garages.
Residential structures such as pump houses, fences, or retaining walls.
Residential Multi-family carports or garages.
Basic Plans designed by a registered architect or professional engineer, or are
otherwise protected by Federal Copyright laws shall be accompanied by a
document signed by the holder of the copyright protection, authorizing its
repeated use. Once approved and established, the Basic Plan will be assigned a
file number, and will be retained on record for the duration of the current state
code adoption, in order to be used for issuance of building permits. A Basic Plan
shall not be used to obtain a permit for any project where the structure is less
than 5 feet from a property line, or within 6 feet of another building located on the
same property unless a specific modification is made to the Basic Plan identifying
any required fire-resistive construction. A building permit based upon an
approved Basic Plan shall be issued provided the required application has been
received, assessed fees have been paid and other required documentation
regarding the suitability of the lot or land on which the building is to be
R:\\Community Development\\Community Development\\Building\\Brochures\\Basic Policy Rev 8-25-14.doc
Basic Plan System
Page 2 of 4
constructed is found to be in compliance with the Zoning Code, Critical Area
Ordinance, Shoreline Master Program, the Building & Fire Code, and any other
law enforced by the city regulating construction.
Allowable Options.
Allowable options for basic plans may include different elevations, bay windows,
skylights, reversals (mirror-image) or similar construction features that do not
alter the size of the structure or modify the structural system. Examples of
modifying the structural system are optional roof configuration, optional roof
height, garage options, or an optional Bonus Room over the garage.
Fee Schedule.
Setup Fee: The initial set up fee to establish a basic plan shall be the plan review
fee based on the floor area and valuation.
Basic Plan Use Fee: To use an established basic plan, 50% of the plan review
fee shall be paid at the time of submittal and the full established building permit
fee shall be paid at the time of permit issuance.
Modification to a Basic Plan: Modifications to a Basic Plan not covered in the
initial review will be subject to a full plan review fee unless the modification is
minor and does not change the structural requirements, i.e., changing a window
to a door with the same size horizontal dimension. A minor modification will be
subject to an additional hourly plan review fee.
Application Procedure.
A Basic Plan shall be identified at the time of permit submittal by the applicant
and on the building permit application. The Basic Plan submittal consists of 2
sets of architectural drawings, 2 sets of engineered calculations and structural
drawings when required by code; authorization from the Engineer of Record that
the engineering may be used multiple times; 2 sets of Energy Forms; 2 sets of
Mechanical/Plumbing forms; and proof of ownership or authorization from the
designer or architect that the drawings may be used multiple times.
When the Basic Plan has been approved, one set of the complete application
documents will be retained by the Building Dept. and one set will be issued to the
applicant. The Basic Plan will expire when the current code cycle is complete and
a new edition of the building code has been adopted. A new letter of
authorization from the Engineer of Record will be required for the Basic Permit
when his/her license is renewed during the code cycle before the Basic may be
used again.
Basic Plan System
Page 3 of 4
Building Permit Procedure to Use Basic Plan.
The application procedure for a building permit to use a Basic Plan will consist of
the same steps as a typical building permit except that the Building Code plan
review may be accomplished in a shorter period of time if the geography of the
site allows. The permit application will consist of 4 sets of all of the approved
Basic documents, a site specific letter from the engineer or a blanket letter
stating the conditions under which the engineering may be used, and 4 site
plans. A Basic Plan Checklist will be issued with the Basic to help the applicant
with the submittal documents.
Basic Plan System
Page 4 of 4
B ASIC P LAN C HECKLIST
Developer/ApplicantOffice Use Only
NAME____________________PERMIT#____________________
BASIC #_____________PLAN____CODE CYCLE ________________
Basic Approval Date: _____________
This Basic permit may be used during the current code cycle and must be re-
established upon the adoption of new code edition.
For future submittals using your established basics, your submittal documents
will consist of the following:
This Completed Checklist
Completed Application
4Site Plans showing location of structure on parcel
Site Specific letter from Engineer of Record approving the use with original
seal & signature or blanket letter.
2 Copies of approved basic plans
2 Copies of approved engineering calculations and structural pages
2 Copies of approved Energy Form
2 copies of the Whole House Ventilation form
1 copy of approved Mechanical & Plumbing forms
2 copies of any other documentation attached to the plans
Clearly identify all options to be used and cross off all options NOT used
4 copies of the Geotechnical Engineer Report if performed for the site
Septic: 2 Copies of accepted site plan or concurrent review from Health
District
Shoreline application if applicable
Simple Heating System Size: Washington State
This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA
Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling
loads.
The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of
0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC.
Please fill out all of the green drop-downs and boxes that are applicable to your project. As you make selections in the drop-downs for each section,
some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension
Program at (360) 956-2042 for assistance.
Project InformationContact Information
2501 A,B,C
Heat Pump
All Other Systems
Heating System Type:
To see detailed instructions for each section, place your cursor on the word "Instructions".
Design Temperature
Instructions
49
Area of Building
Conditioned Floor Area
Instructions
Conditioned Floor Area (sq ft)2,501
Average Ceiling Height
Conditioned Volume
Instructions
Average Ceiling Height (ft)8.521,259
Glazing and Doors U-FactorXArea=UA
Instructions
0.30369110.70
Skylights U-FactorXArea=UA
Instructions
0.50---
Insulation
Attic
U-FactorXArea=UA
Instructions
0.0261,62742.30
Single Rafter or Joist Vaulted Ceilings
U-FactorXAreaUA
Instructions
No selection---
Above Grade Walls (see Figure 1)
U-FactorXAreaUA
Instructions
0.0562,603145.77
Floors
U-FactorXAreaUA
Instructions
0.0291,53744.57
Below Grade Walls (see Figure 1)
U-FactorXAreaUA
Instructions
No selection---
Slab Below Grade (see Figure 1)
F-FactorXLengthUA
Instructions
No selection---
Slab on Grade (see Figure 1)
F-FactorXLengthUA
Instructions
No selection---
Location of Ducts
Instructions
Duct Leakage Coefficient
1.00
Sum of UA343.34
Envelope Heat Load16,824Btu / Hour
Figure 1.
Air Leakage Heat Load11,250Btu / Hour
Above Grade
Building Design Heat Load28,074Btu / Hour
Air Leakage + Envelope Heat Loss
Below Grade
Building and Duct Heat Load28,074Btu / Hour
Ducts in unconditioned space: Sum of Building Heat Loss X 1.10
Ducts in conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output39,303Btu / Hour
Building and Duct Heat Loss X 1.40 for Forced Air Furnace
Building and Duct Heat Loss X 1.25 for Heat Pump
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Project InformationContact Information
2501 ABC
This project will use the requirements of the Prescriptive Path below and incorporate the
the minimum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant.
Authorized Representative _________________________________________________ Date ___________________________
All Climate Zones
aa
R-ValueU-Factor
b
Fenestration U-Factor
n/a0.30
Skylight U-Factorn/a0.50
b,e
Glazed Fenestration SHGC
n/an/a
kj
Ceiling49
0.026
g,m,n
Wood Frame Wall
21 int0.056
h
i
21/21
Mass Wall R-Value0.056
g
30
Floor0.029
c,m
Below Grade Wall
10/15/21 int + TB0.042
d
Slab R-Value & Depth
10, 2 ftn/a
*Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2.
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve
the following minimum number of credits:
1. Small Dwelling Unit: 1.5 credits
Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration
area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500
square feet.
2. Medium Dwelling Unit: 3.5 credits
All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall
require 2.5 credits.
3. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
4. Additions less than 500 square feet: .5 credits
Table R406.2 Summary
Description
OptionCredit(s)
1aEfficient Building Envelope 1a0.5
1bEfficient Building Envelope 1b1.0
1cEfficient Building Envelope 1c2.0
1dEfficient Building Envelope 1d0.5
2aAir Leakage Control and Efficient Ventilation 2a0.5
2bAir Leakage Control and Efficient Ventilation 2b1.0
2cAir Leakage Control and Efficient Ventilation 2c1.5
3aHigh Efficiency HVAC 3a1.0
1.0
3bHigh Efficiency HVAC 3b1.0
3cHigh Efficiency HVAC 3c1.5
3dHigh Efficiency HVAC 3d1.0
4High Efficiency HVAC Distribution System1.0
1.0
5aEfficient Water Heating 5a0.5
0.5
5bEfficient Water Heating 5b1.0
5cEfficient Water Heating 5c1.5
1.5
5dEfficient Water Heating 5d0.5
6Renewable Electric Energy0.5*1200 kwh
0.0
Total Credits4.00
*Please refer to Table R406.2 for complete option descriptions
ğĬƌĻ wЍЉЋ͵Њ͵Њ CƚƚƷƓƚƷĻƭ
For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing.
a
R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is
less than the label or design thickness of the insulation, the compressed R-value of the insulation from
Appendix Table A101.4 shall not be less than the R-value specified in the table.
b
The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration.
c
"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous
insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the
basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13
cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior
of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity
insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement
wall.
d
R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1.
e
There are no SHGC requirements in the Marine Zone.
f
Reserved.
g
Reserved.
h
Reserved.
i
The second R-value applies when more than half the insulation is on the interior of the mass wall.
j
Reserved.
k
For single rafter- or joist-vaulted ceilings, the insulation may be reduced to R-38.
l
Reserved.
m
Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
minimum of R-10 insulation.
ğĬƌĻ wЍЉЋ͵Њ͵Ќ CƚƚƷƓƚƷĻ
ğ
Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as
specified in Section R402.1.3.
Window, Skylight and Door Schedule
Project InformationContact Information
2501
WidthHeight
InchInch
Ref.U-factorQt.FeetFeetAreaUA
88
Exempt Swinging Door (24 sq. ft. max.)
0.2012617.83.56
Exempt Glazed Fenestration (15 sq. ft. max.)
0.00.00
Vertical Fenestration (Windows and doors)
Component WidthHeight
InchInch
DescriptionRef.U-factorQt.FeetFeetAreaUA
Powder0.301236.01.80
Entry0.3024432.09.60
Great Room0.3013515.04.50
Great Room0.3018540.012.00
Dining Room0.3015840.012.00
Dining Room0.3016530.09.00
Master Suite0.3016424.07.20
Master Suite0.302228.02.40
Master Bath0.3014416.04.80
Bedroom 20.3014416.04.80
Bedroom 30.3014416.04.80
Bedroom 40.3014416.04.80
Loft0.3014416.04.80
Open to Below0.3024432.09.60
Open to Below0.3013412.03.60
WIC0.3013412.03.60
0.00.00
8
Entry0.2013620.04.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
Sum of Vertical Fenestration Area and UA351.0103.30
Vertical Fenestration Area Weighted U = UA/Area0.29
Overhead Glazing (Skylights)
Component WidthHeight
InchInch
DescriptionRef.U-factorQt.FeetFeetAreaUA
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
0.00.00
Sum of Overhead Glazing Area and UA0.00.00
Overhead Glazing Area Weighted U = UA/Area0.00
Total Sum of Fenestration Area and UA (for heating system sizing calculations)
368.8106.86
190170312:
MiTek USA, Inc.
250 Klug Circle
Corona, CA 92880
951-245-9525
Re: 2501 AB
B1805885F2
Lennar 2501 B Floor
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Builders FirstSource (Arlington, WA).
Pages or sheets covered by this seal: K5467566 thru K5467581
My license renewal date for the state of Washington is May 16, 2019.
December 5,2018
Baxter, David
IMPORTANT NOTE: Truss Engineer's responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467566
1
B1805885F2FP01FLOOR SUPPORTED GABL11
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:28 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-uvabaiUxmwNAwQFXjKiy0Qdc31hd?TiyWD26u9yCG8b
3x4
1-4-0
2x4
1
23
Scale = 1:9.7
0-1-8
4
5
3x42x4
1-8-8
1-8-8
Plate Offsets (X,Y)-- \[2:0-1-8,Edge\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in (loc)l/deflL/d PLATESGRIP
40.00.00360
TCLL PlateGripDOL1.00TC0.13Vert(LL) 5****MT20185/148
10.0LumberDOL1.00BC0.07-0.005>999240
TCDLVert(CT)
BCLL 0.0RepStressIncrYES WB 0.23Horz(CT)0.003n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-PWeight: 9 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat) TOPCHORDStructuralwoodsheathingdirectlyappliedor1-8-8ocpurlins,
BOT CHORD 2x4 HFNo.2(flat)except endverticals.
WEBS2x4 HFStud(flat)BOTCHORDRigid ceiling directly applied or 6-0-0 ocbracing.
REACTIONS.Allbearings1-8-8except(jt=length)4=0-3-8,4=0-3-8.
(lb) -Max Horz 5=-61(LC4)
Max Uplift All uplift 100 lb or less at joint(s) except 3=-109(LC 3), 5=-439(LC 6), 4=-379(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 5=472(LC 5), 4=477(LC 2)
FORCES.(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD1-2=-427/474
BOTCHORD4-5=-427/427
WEBS2-4=-469/387,2-5=-704/704
NOTES-
Unbalanced floor live loads have been considered for thisdesign.
1)
2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonalweb).
3)Gable studs spaced at 2-0-0oc.
4)Providemechanicalconnection(byothers)oftrusstobearingplatecapableofwithstanding109lbupliftatjoint3,439lbupliftat
joint 5 and 379 lb uplift at joint4.
This truss has been designed for a total drag load of 325 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag
5)
loads along bottom chord from 0-0-0 to 1-8-8 for 325.1plf.
6)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 ocand fastened to each truss with 3-10d (0.131" X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467567
B1805885F2FT01Floor Supported Gable11
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:28 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-uvabaiUxmwNAwQFXjKiy0Qdd41ie?WoyWD26u9yCG8b
Scale = 1:23.5
12345678910111213
0-1-8
252423222120191817161514
14-7-0
14-7-0
Plate Offsets (X,Y)-- \[13:0-1-8,Edge\],\[14:0-1-8,Edge\]
(psf) SPACING-2-0-0 CSI.DEFL.(loc)L/d PLATESGRIP
LOADING in l/defl
TCLL 40.0PlateGripDOL1.00TC0.07Vert(LL) n/a -n/a 999MT20185/148
10.0999
LumberDOL1.00BC0.01-
TCDLVert(CT)n/an/a
BCLL 0.0RepStressIncrYES WB 0.03Horz(CT)0.0014n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-RWeight: 50 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat) TOPCHORDStructuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
BOT CHORD 2x4 HFNo.2(flat)except endverticals.
WEBS2x4 HFStud(flat) BOTCHORDRigid ceiling directly applied or 10-0-0 ocbracing.
OTHERS2x4 HFStud(flat)
REACTIONS.All bearings14-7-0.
(lb) -Max Uplift All uplift 100 lb or less at joint(s) 1
Max Grav All reactions 250 lb or less at joint(s) 14, 25, 1, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1)All plates are 2x4 MT20 unless otherwiseindicated.
2)Gable requires continuous bottom chordbearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonalweb).
Gable studs spaced at 1-4-0oc.
4)
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1.
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 ocand fastened to each truss with 3-10d (0.131" X 3") nails.
6)
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
isalways required for stability and to prevent collapse with possible personal injury and property damage. For general guidanceregardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467568
B1805885F2FT02Floor141
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:29 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-M68zo2VaXDV1YaqkH2DBZd9g1Rszkr66ktngQbyCG8a
2-6-01-9-01-9-0
Scale = 1:49.9
4x123x4
4x83x43x44x8
3x6 FP4x12
1234567891011121314
24232221201918171615
3x63x83x83x83x83x6
3x6 FP
4x12
21-10-8
7-10-88-9-0 9-7-815-1-420-1-821-0-029-9-0
7-10-80-10-85-5-125-0-40-10-87-10-8
0-10-80-10-8
PlateOffsets(X,Y)-- \[4:0-1-8,Edge\],\[5:0-1-8,0-0-0\],\[10:0-1-8,Edge\],\[11:0-1-8,Edge\],\[14:0-1-8,Edge\],\[17:0-1-8,0-0-0\],\[18:0-1-8,Edge\],\[21:0-1-8,Edge\],\[22:0-1-8,Edge\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
TCLL PlateGripDOL1.00TC0.63Vert(LL) -0.2422-23>750MT20185/148
40.0360
10.0LumberDOL1.00BC0.77-0.3122-23>575240
TCDLVert(CT)
BCLL 0.0RepStressIncrYES WB 0.54Horz(CT)0.0515n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 126 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 DF 1800F 1.6E(flat) TOPCHORDStructuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
BOT CHORD 2x4 DF 1800F 1.6E(flat)except endverticals.
WEBS2x4 HFStud(flat)BOTCHORDRigid ceiling directlyapplied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:20-21,18-20.
REACTIONS. (lb/size) 15=741/0-4-0, 24=741/0-4-0, 20=1776/0-5-8
Max Grav 15=771(LC 7), 24=771(LC 10), 20=1776(LC1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD2-3=-2092/0,3-4=-2092/0,4-5=-2024/0,5-6=-2024/0,6-8=0/928,8-9=0/928,
9-10=-2024/0, 10-11=-2024/0, 11-12=-2092/0,12-13=-2092/0
BOTCHORD23-24=0/1325,22-23=0/2024,21-22=0/2024,20-21=-97/1012,18-20=-97/1012,
17-18=0/2024, 16-17=0/2024,15-16=0/1325
WEBS5-21=-393/0, 10-18=-393/0, 8-20=-309/0, 2-24=-1475/0, 2-23=0/852,3-23=-339/0,
6-21=0/1247, 6-20=-1710/0, 9-18=0/1247, 9-20=-1710/0, 13-15=-1475/0, 13-16=0/852,
12-16=-339/0, 11-16=-128/331, 4-23=-128/331
NOTES-
1)Unbalanced floor live loads have been considered for thisdesign.
All plates are 2x4 MT20 unless otherwiseindicated.
2)
3)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
CAUTION, Do not erect trussbackwards.
4)
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467569
B1805885F2FT02AFloor21
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:30 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-rIiL?OWCIXduAkPwrlkQ5ripUrBwTJMFzXXDz1yCG8Z
0-1-8
2-6-01-9-0
Scale = 1:25.4
2x44x82x43x42x44x82x4
1234567
3x6
9
1211108
3x63x82x43x8
8-0-08-10-89-9-015-4-2
8-0-00-10-80-10-85-7-2
Plate Offsets (X,Y)-- \[4:0-1-8,Edge\], \[5:0-1-8,Edge\], \[9:0-1-8,Edge\],\[10:0-1-8,Edge\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
TCLL 40.0PlateGripDOL1.00TC0.71Vert(LL) -0.2610-11>684360MT20185/148
10.0LumberDOL1.00BC0.79-0.4010-11>450240
Vert(CT)
TCDL
BCLL 0.0RepStressIncrYES WB 0.48Horz(CT)0.058n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 65 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat)
TOPCHORDStructuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
BOT CHORD 2x4 DF 1800F 1.6E(flat)except endverticals.
WEBS2x4 HF Stud(flat)*Except*BOTCHORDRigid ceiling directly applied or 10-0-0 ocbracing.
7-8: 4x6 DF No.2&BTR G(flat)
REACTIONS. (lb/size) 12=821/0-5-8, 8=821/0-4-2
FORCES.(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD2-3=-2284/0, 3-4=-2284/0, 4-5=-2365/0,5-6=-2365/0
BOTCHORD11-12=0/1427, 10-11=0/2365, 9-10=0/2365,8-9=0/1513
WEBS5-9=-292/0,2-12=-1588/0,2-11=0/953,3-11=-318/0,4-11=-431/176,6-9=0/988,
6-8=-1664/0
NOTES-
1)Unbalanced floor live loads have been considered for thisdesign.
2)A plate rating reduction of 20% has been applied for the green lumbermembers.
Recommend2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
3)
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
4)CAUTION, Do not erect trussbackwards.
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467570
B1805885F2FT02BFloor11
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:30 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-rIiL?OWCIXduAkPwrlkQ5ripKrBqTJlFzXXDz1yCG8Z
2-6-01-9-00-1-8
Scale = 1:25.1
2x44x82x43x42x44x82x4
1234567
12111098
3x63x62x43x83x6
5-1-85-3-0 6-1-87-0-015-0-0
5-1-80-1-8 0-10-80-10-88-0-0
Plate Offsets (X,Y)--\[3:0-1-8,Edge\], \[4:0-1-8,Edge\], \[7:0-1-8,Edge\], \[10:0-1-8,0-0-0\], \[11:0-1-8,Edge\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
40.09-10360
TCLL PlateGripDOL1.00TC0.72Vert(LL) -0.26>676MT20185/148
10.0LumberDOL1.00BC0.80-0.339-10>536240
TCDLVert(CT)
0.0WB 0.45Horz(CT)0.048n/an/a
BCLL RepStressIncrYES
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 60 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat)
TOPCHORDStructuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
BOT CHORD 2x4 DF 1800F 1.6E(flat)except endverticals.
BOTCHORDRigid ceiling directly applied or 10-0-0 ocbracing.
WEBS2x4 HFStud(flat)
REACTIONS. (lb/size) 12=811/0-5-8, 8=811/0-5-8
FORCES.(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD2-3=-2300/0, 3-4=-2300/0, 4-5=-2247/0,5-6=-2247/0
BOTCHORD11-12=0/1417, 10-11=0/2300, 9-10=0/2300,8-9=0/1408
WEBS3-11=-303/0, 2-12=-1576/0, 2-11=0/1006, 6-8=-1567/0, 6-9=0/934,5-9=-319/0,4-9=-405/194
NOTES-
1)Unbalanced floor live loads have been considered for thisdesign.
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
2)
Strongbacksto be attached to walls at their outer ends or restrained by othermeans.
3)CAUTION, Do not erect trussbackwards.
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
JobTrussTruss TypeQtyPlyLennar 2501 B Floor
K5467571
B1805885F2FT02DFLOOR141
Job Reference (optional)
BuildersFirstSource,Arlington,WA98223Run: 8.390 s 20 Jul 62018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Dec 5 10:12:56 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-Qc_fjBM7RuKHjSIsZWxX0tQq8g875DEcy8cr0fyC0dL
2-6-01-9-01-9-0
Scale = 1:49.2
3x4
2x4 SP
3x63x63x83x6FP4x123x44x8
1234567891011121314
242322212025 1918171615
3x43x103x63x6 FP3x63x83x6
4x12
21-10-8
7-10-88-9-0 9-7-815-1-420-1-821-0-029-9-0
7-10-80-10-85-5-125-0-40-10-87-10-8
0-10-80-10-8
PlateOffsets(X,Y)-- \[4:0-1-8,Edge\],\[5:0-1-8,0-0-0\],\[10:0-1-8,Edge\],\[11:0-1-8,Edge\],\[14:0-1-8,Edge\],\[17:0-1-8,0-0-0\],\[18:0-1-8,Edge\],\[21:0-1-8,Edge\],\[22:0-1-8,Edge\]
LOADING(psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
TCLLPlateGripDOL1.00TC0.62Vert(LL)-0.26>673MT20185/148
40.016-17360
TCDL 10.0LumberDOL1.00BC1.00Vert(CT) -0.3416-17>522240
BCLL 0.0RepStressIncrYES WB0.51Horz(CT)0.0515n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 120 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 DF 1800F 1.6E(flat) TOPCHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 HFNo.2(flat)endverticals.
WEBS2x4 HFStud(flat)BOTCHORDRigid ceiling directlyapplied.
REACTIONS.Allbearings15-4-0except(jt=length)15=0-4-0.
(lb) -Max Horz 24=1(LC4)
MaxUpliftAlluplift100lborlessatjoint(s)23except22=-621(LC7),21=-542(LC6),24=-413(LC6),20=-215(LC
7)
Max Grav All reactions 250 lbor less at joint(s) except 15=758(LC 9), 22=689(LC 4), 21=759(LC 25), 24=541(LC
25), 23=552(LC 25), 20=1427(LC 2), 20=1299(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD1-2=-615/615, 2-3=-1254/1291, 3-4=-639/676, 4-5=-1373/1408,5-6=-861/958,
6-7=-2648/2983, 7-8=-2227/2416, 8-9=-1972/2353, 9-10=-3156/1747, 10-11=-2695/1132,
11-12=-2673/995, 12-13=-2248/303, 13-14=-615/615
BOTCHORD23-24=-1414/1489, 22-23=-882/847, 21-22=-1256/1220,20-21=-2468/2369,
20-25=-781/1398, 19-25=-994/1558, 18-19=-994/1558, 17-18=-446/2181, 16-17=-446/2181,
15-16=-1/1296
WEBS4-22=-686/617,10-18=-387/45,8-20=-289/0,2-24=-1102/1019,2-23=-1123/999,
3-23=-263/0,6-21=-1338/1410,6-20=-1598/1262,9-18=-94/1234,9-20=-1670/0,
13-15=-1442/1,13-16=-56/868,12-16=-338/0,11-16=-393/487,4-23=-1512/1510
NOTES-
1)Unbalanced floor live loads have been considered for thisdesign.
2)All plates are 2x4 MT20 unless otherwiseindicated.
3)The Fabrication Tolerance at joint 7 =11%
4)Providemechanicalconnection(byothers)oftrusstobearingplatecapableofwithstanding100lbupliftatjoint(s)23except(jt=lb)
22=621, 21=542, 24=413,20=215.
Thistrussisdesignedinaccordancewiththe2015InternationalBuildingCodesection2306.1andreferencedstandardANSI/TPI1.
5)
6)This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag
loads along bottom chord from 0-0-0 to 15-4-0 for 465.7plf.
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks
7)
to be attached to walls at their outer ends or restrained by othermeans.
8)CAUTION, Do not erect trussbackwards.
LOAD CASE(S) Standard
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467572
B1805885F2FT04Floor61
Job Reference (optional)
Builders FirstSource(Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:32 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-nhp5Q4XSq8tcP1ZJyAmuAGn5kerlxA2YQr0K1wyCG8X
2-6-01-6-0
Scale = 1:33.4
2x4
2x44x122x43x62x43x63x6 FP4x122x4
12345678910
17161514131211
4x83x6 FP4x123x42x44x124x6
10-4-811-1-8 11-10-819-9-0
7-10-8
10-4-80-9-00-9-0
Plate Offsets (X,Y)--\[5:0-1-8,Edge\], \[6:0-1-8,Edge\], \[10:0-1-8,Edge\], \[11:Edge,0-1-8\], \[13:0-1-8,0-0-0\], \[14:0-1-8,Edge\], \[17:Edge,0-1-8\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
TCLL 40.0PlateGripDOL1.00TC0.98Vert(LL) -0.4614-15>516360MT20185/148
10.0LumberDOL1.00BC0.96-0.6514-15>363240
TCDLVert(CT)
BCLL 0.0RepStressIncrYES WB 0.66Horz(CT)0.0911n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 79 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat)
TOPCHORDStructural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 HF No.2(flat) *Except*BOTCHORDRigid ceiling directly applied or 2-2-0 ocbracing.
11-16: 2x4 DF 1800F 1.6E(flat)
WEBS2x4 HFStud(flat)
REACTIONS. (lb/size) 11=1079/0-4-0, 17=1079/0-4-0
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD2-3=-3324/0,3-4=-3324/0,4-5=-4166/0,5-6=-4166/0,6-8=-3298/0,8-9=-3298/0
BOTCHORD15-17=0/1963, 14-15=0/4063, 13-14=0/4166, 12-13=0/4166,11-12=0/1953
WEBS2-17=-2184/0,2-15=0/1514,4-15=-823/0,9-11=-2173/0,9-12=0/1497,8-12=-278/25,
4-14=-251/541,6-12=-1149/0
NOTES-
Unbalanced floor live loads have been considered for thisdesign.
1)
2)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacksto be attached to walls at their outer ends or restrained by othermeans.
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467573
B1805885F2FT04DFLOOR11
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:39 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-41kluTdrAIlcl6bft8OXykaHzTEO4Kma1QCBn0yCG8Q
2-6-01-6-0
Scale = 1:33.4
2x44x122x43x62x43x62x44x122x4
123456789
16151413121110
4x83x6 FP4x123x42x44x124x6
10-4-811-1-8 11-10-819-9-0
7-10-8
10-4-80-9-00-9-0
Plate Offsets (X,Y)--\[5:0-1-8,Edge\], \[6:0-1-8,Edge\], \[9:0-1-8,Edge\], \[10:Edge,0-1-8\], \[12:0-1-8,0-0-0\], \[13:0-1-8,Edge\], \[16:Edge,0-1-8\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
TCLL 40.0PlateGripDOL1.00TC0.98Vert(LL) -0.5413-14>436360MT20185/148
10.0LumberDOL1.00BC0.96-0.7313-14>321240
Vert(CT)
TCDL
BCLL 0.0RepStressIncrYES WB 0.66Horz(CT)0.0910n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 79 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat)
TOPCHORDStructural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 HF No.2(flat) *Except*BOTCHORDRigid ceiling directly applied or 2-2-0 ocbracing.
10-15: 2x4 DF 1800F 1.6E(flat)
WEBS2x4 HFStud(flat)
REACTIONS. (lb/size) 10=1079/0-4-0, 16=1079/0-4-0
Max Uplift 10=-84(LC 7), 16=-84(LC 6)
Max Grav 10=1108(LC 2), 16=1108(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD1-2=-615/615,2-3=-3324/0,3-4=-3324/0,4-5=-4166/0,5-6=-4166/0,6-7=-3298/4,
7-8=-3298/0,8-9=-615/615
BOTCHORD14-16=-249/2072, 13-14=0/4063, 12-13=0/4166, 11-12=-6/4166, 10-11=-121/2057
WEBS5-13=-275/224,6-12=-192/308,2-16=-2287/252,2-14=-346/1760,4-14=-1191/565,
8-10=-2285/266,8-11=-307/1710,7-11=-278/66,4-13=-845/1077,6-11=-1660/799
NOTES-
1)Unbalanced floor live loads have been considered for thisdesign.
OneRT4USPconnectorsrecommendedtoconnecttrusstobearingwallsduetoUPLIFTatjt(s)10and16.Thisconnectionisfor
2)
uplift only and does not consider lateralforces.
3)This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag
loads along bottom chord from 0-0-0 to 19-9-0 for 240.0plf.
4)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467574
B1805885F2FT05GABLE11
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:39 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-41kluTdrAIlcl6bft8OXykaLkTEB4Q3a1QCBn0yCG8Q
1-1-121-2-80-1-82-9-80-1-8
Scale = 1:16.7
4x84x6
123456789
4x43x4
18121110
1716151413
3x44x4
1-2-82-6-83-10-85-2-86-6-87-10-89-2-810-4-0
1-2-81-4-01-4-01-4-01-4-01-4-01-4-01-1-8
Plate Offsets (X,Y)--\[9:0-1-8,Edge\], \[10:0-1-8,Edge\], \[11:0-1-8,Edge\], \[13:0-1-8,Edge\], \[15:0-1-8,Edge\], \[17:0-1-8,Edge\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
TCLL PlateGripDOL1.00TC0.74Vert(LL) -0.2016-17>624MT20185/148
40.0360
10.0LumberDOL1.00BC0.91-0.2716-17>454240
TCDLVert(CT)
BCLL 0.0RepStressIncrYES WB 0.32Horz(CT)0.0110n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 47 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 DF 2400F 2.0E(flat) TOPCHORDStructuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
BOT CHORD 2x4 DF 2400F 2.0E(flat)except endverticals.
WEBS2x4 HFStud(flat) BOTCHORDRigid ceiling directly applied or 10-0-0 ocbracing.
OTHERS2x4 HFStud(flat)
REACTIONS. (lb/size) 18=561/0-4-0, 10=561/0-5-8
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD1-18=-300/0,9-10=-297/0,3-4=-1094/0,4-5=-1094/0,5-6=-1094/0,6-7=-1094/0
BOTCHORD16-17=0/956,15-16=0/956,14-15=0/1094,13-14=0/1094,12-13=0/928,11-12=0/928
WEBS2-17=0/385, 3-16=0/324, 7-12=0/297, 8-11=0/374, 3-17=-1311/0,7-11=-1272/0
NOTES-
1)All plates are 2x4 MT20 unless otherwiseindicated.
2)Gable studs spaced at 1-4-0oc.
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
3)
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467575
B1805885F2FT07GABLE11
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:40 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-YDI75pdTxcuTMGArQsvmVy7cStn7ptcjG4ylJSyCG8P
0-8-121-9-01-1-81-3-80-1-8
Scale = 1:20.6
Special6x62x4
123452367891011
21
22
2x4
201918171615141312
2x44x84x43x42x42x42x42x43x4
8-3-12
1-0-01-4-04-1-04-2-85-4-05-10-46-8-06-10-47-10-48-0-09-4-010-8-012-1-12
1-0-00-4-02-9-00-1-81-1-80-6-40-9-120-2-41-0-00-1-121-0-41-4-01-5-12
0-3-12
Plate Offsets (X,Y)-- \[17:0-1-8,Edge\], \[18:0-1-8,Edge\],\[21:0-1-8,0-0-10\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in (loc) l/deflL/d PLATESGRIP
TCLL 40.0PlateGripDOL1.00TC0.36Vert(LL) 0.0019>999360MT20185/148
10.0-0.0018-19240
LumberDOL1.00BC0.09>999
TCDLVert(CT)
BCLL 0.0RepStressIncrNO WB 0.30Horz(CT)0.0018n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 64 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat)TOPCHORDStructuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
except endverticals.
BOT CHORD 2x4 DF 2400F 2.0E(flat)
WEBS2x4 HFStud(flat) BOTCHORDRigid ceiling directly applied or 10-0-0 oc bracing, Except:
OTHERS2x4 HFStud(flat)6-0-0 oc bracing:17-18.
REACTIONS.Allbearings8-3-8except(jt=length)19=0-3-8,18=0-5-8,18=0-5-8.
(lb) -Max UpliftAll uplift 100 lb or less at joint(s) except 17=-109(LC 3)
Max Grav All reactions 250 lb or less at joint(s) 12, 17, 16, 15, 14, 13 except 19=2114(LC 1), 18=1671(LC 4),
18=1612(LC 1)
FORCES.(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD1-2=-52/261, 2-3=-52/261,3-4=-52/261
BOTCHORD18-19=0/759
WEBS2-19=-1281/0, 5-18=-849/0, 1-19=-447/90, 19-22=-989/0, 4-22=-959/0,4-18=-1202/0
NOTES-
Unbalanced floor live loads have been considered for thisdesign.
1)
2)All plates are 3x6 MT20 unless otherwiseindicated.
3)Gable studs spaced at 1-4-0oc.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint17.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
6)CAUTION, Do not erect trussbackwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 12-20=-10, 1-23=-812, 11-23=-100
Concentrated Loads (lb)
Vert: 1=-112
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467576
B1805885F2FT08Floor81
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:41 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-0PsVJ9e5iv0K_Ql1_ZQ?29fnzG6JYKgtVkhIruyCG8O
0-8-121-9-01-1-82-0-02-2-00-1-8
Scale = 1:20.6
Special3x6
3x63x66x63x64x63x65x8
2x4
123416567
8
15
14131211109
2x44x84x62x43x43x6
1-0-04-1-04-2-85-10-46-10-47-10-48-3-1212-1-12
1-0-03-1-00-1-81-7-121-0-01-0-00-5-83-10-0
Plate Offsets (X,Y)-- \[5:0-3-0,Edge\], \[6:0-3-0,Edge\], \[10:0-1-8,Edge\], \[11:0-1-8,Edge\], \[15:0-1-8,0-0-10\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
Vert(LL) 9-10
TCLL 40.0PlateGripDOL1.00TC0.37-0.04>999360MT20185/148
10.0LumberDOL1.00BC0.16-0.079-10>999240
TCDLVert(CT)
BCLL 0.0RepStressIncrNO WB 0.31Horz(CT)0.019n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 66 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat)
TOPCHORDStructuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
BOT CHORD 2x4 DF 2400F 2.0E(flat)except endverticals.
WEBS2x4 HFStud(flat)BOTCHORDRigid ceiling directly applied or 10-0-0 ocbracing.
REACTIONS. (lb/size) 9=451/0-3-8, 13=2190/0-3-8, 12=1807/0-5-8
Max Grav 9=461(LC 5), 13=2190(LC 1), 12=1921(LC11)
FORCES.(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) orless except when shown.
TOPCHORD1-2=-63/258, 2-3=-63/258, 5-6=-772/0,6-7=-772/0
BOTCHORD12-13=0/958, 11-12=0/772, 10-11=0/772,9-10=0/682
WEBS2-13=-1336/0,4-12=-740/0,1-13=-441/108,3-13=-1097/0,3-12=-1193/0,5-12=-772/0,
7-9=-763/0
NOTES-
Unbalanced floor live loads have been considered for thisdesign.
1)
2)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
CAUTION, Do not erect trussbackwards.
3)
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 9-14=-10, 1-16=-812, 8-16=-100
Concentrated Loads (lb)
Vert: 1=-112
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467577
B1805885F2FT09Floor21
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:41 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-0PsVJ9e5iv0K_Ql1_ZQ?29fdpGyrYLctVkhIruyCG8O
1-8-121-9-02-0-02-2-00-1-8
Scale = 1:16.9
Special2x4
Special2x43x62x43x42x4
3x4
1
2133456
12
3x4
1110987
2x42x4
3x8
3x6
1-11-02-1-03-10-44-10-45-10-410-1-12
1-11-00-2-01-9-41-0-01-0-04-3-8
Plate Offsets (X,Y)--\[3:0-1-8,Edge\], \[4:0-1-8,Edge\], \[6:0-1-8,Edge\], \[8:0-1-8,Edge\], \[9:0-1-8,Edge\], \[12:0-1-8,0-1-0\]
(psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
LOADING
40.07-8360
TCLL PlateGripDOL1.00TC0.96Vert(LL) -0.19>520MT20185/148
10.07-8240
LumberDOL1.00BC0.83-0.27>355
TCDLVert(CT)
0.0WB 0.25Horz(CT)0.017n/an/a
BCLL RepStressIncrNO
5.0Matrix-S
BCDLCodeIBC2015/TPI2014Weight: 41 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat) TOPCHORDStructuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
BOT CHORD 2x4 HFNo.2(flat)except endverticals.
WEBS2x4 HFStud(flat)BOTCHORDRigid ceiling directly applied or 6-0-0 ocbracing.
REACTIONS. (lb/size) 7=368/0-3-8, 10=1085/0-5-8
Max Grav 7=421(LC 4), 10=1085(LC1)
FORCES.(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD1-2=0/475, 2-3=0/475, 3-4=-580/114,4-5=-580/114
BOTCHORD9-10=-114/580, 8-9=-114/580,7-8=0/569
WEBS2-10=-289/0, 1-10=-572/0, 3-10=-984/0,5-7=-643/0
NOTES-
1)Unbalanced floor live loads have been considered for thisdesign.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
3)CAUTION, Do not erect trussbackwards.
4)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down at 0-0-12 on top
chord. The design/selection of such connection device(s) is the responsibility ofothers.
5)Specialhanger(s)orotherconnectiondevice(s)shallbeprovidedat2-3-12fromtheleftendsufficienttoconnecttruss(es)tofront
faceoftopchord.Thedesign/selectionofsuchspecialconnectiondevice(s)istheresponsibilityofothers.
6)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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 7-11=-10, 1-13=-212, 6-13=-100
Concentrated Loads (lb)
Vert: 1=-112(F)
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467578
B1805885F2FT10Floor41
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:42 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-UcQtWVfjTD8BcaKEYHyEaNCvngNuHpE0kORsOLyCG8N
1-8-121-9-00-3-8
Scale = 1:15.1
Special2x43x43x4
3x42x4
1 345
211
3x4
10987
6
2x42x42x4
3x6
2-1-07-6-127-10-4
2-1-05-5-120-3-8
Plate Offsets (X,Y)--\[3:0-1-8,Edge\], \[4:0-1-8,0-0-0\], \[5:0-1-8,Edge\], \[6:0-1-8,Edge\], \[7:0-1-8,Edge\], \[8:0-1-8,Edge\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
Vert(LL)
TCLL 40.0PlateGripDOL1.00TC0.56-0.056-7>999360MT20185/148
10.0LumberDOL1.00BC0.46-0.066-7>999240
TCDLVert(CT)
BCLL 0.0RepStressIncrNO WB 0.16Horz(CT)-0.045n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 32 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat) TOPCHORDStructuralwoodsheathingdirectlyappliedor6-0-0ocpurlins,
BOT CHORD 2x4 HFNo.2(flat)except endverticals.
WEBS2x4 HFStud(flat)BOTCHORDRigid ceiling directly applied or 6-0-0 ocbracing.
REACTIONS. (lb/size) 5=203/0-3-0, 9=979/0-5-8
Max Uplift 5=-21(LC 3)
Max Grav 5=280(LC 4), 9=979(LC 1)
FORCES.
(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD1-2=0/451, 2-3=0/451, 3-4=-270/146,4-5=-270/146
BOTCHORD8-9=-146/270,7-8=-146/270
WEBS2-9=-349/0, 1-9=-544/0, 5-7=-176/326,3-9=-638/0
NOTES-
1)Unbalanced floor live loads have been considered for thisdesign.
2)OneRT4USPconnectorsrecommendedtoconnecttrusstobearingwallsduetoUPLIFTatjt(s)5.Thisconnectionisforupliftonly
and does not consider lateralforces.
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
3)
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed0.500in.
5)CAUTION, Do not erect trussbackwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 6-10=-10, 1-11=-212, 5-11=-100
Concentrated Loads (lb)
Vert: 1=-112
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467579
B1805885F2FT13Floor21
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:42 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-UcQtWVfjTD8BcaKEYHyEaNCx_gUNHrl0kORsOLyCG8N
3x4
0-1-8
2-4-00-3-8
1 2x42
Scale = 1:9.7
2x4
43
3x4
2-8-83-0-0
2-8-80-3-8
Plate Offsets (X,Y)-- \[2:0-1-8,Edge\],\[3:0-1-8,Edge\]
(psf) SPACING-2-0-0 CSI.DEFL.in (loc)l/deflL/d PLATESGRIP
LOADING
40.00.00360
TCLL PlateGripDOL1.00TC0.42Vert(LL) 4****MT20185/148
10.0-0.01240
LumberDOL1.00BC0.043-4>999
TCDLVert(CT)
0.0WB 0.00Horz(CT)0.00n/an/a
BCLL RepStressIncrYES
5.0Matrix-P
BCDLCodeIBC2015/TPI2014Weight: 12 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat) TOPCHORDStructuralwoodsheathingdirectlyappliedor3-0-0ocpurlins,
BOT CHORD 2x4 HFNo.2(flat)except endverticals.
WEBS2x4 HFStud(flat)BOTCHORDRigid ceiling directly applied or 10-0-0 ocbracing.
REACTIONS. (lb/size) 2=135/0-3-0, 4=135/0-5-8
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacksto be attached to walls at their outer ends or restrained by othermeans.
2)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed0.500in.
3)CAUTION, Do not erect trussbackwards.
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQtyPly
K5467580
B1805885F2FT14GABLE11
Job Reference (optional)
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:43 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-yo_FkqgMEXG2DkvQ6_TT7alBJ4p80IWAy2APwnyCG8M
0-1-80-3-8
1 2x42 2x43 2x44
Scale = 1:9.7
765
2x42x42x4
1-4-02-8-83-0-0
1-4-01-4-80-3-8
Plate Offsets (X,Y)-- \[3:0-1-8,Edge\],\[5:0-1-8,Edge\]
(psf) SPACING-2-0-0 CSI.DEFL.(loc)L/d PLATESGRIP
LOADING in l/defl
TCLL 40.0PlateGripDOL1.00TC0.06Vert(LL) n/a -n/a 999MT20185/148
10.0999
LumberDOL1.00BC0.01-
TCDLVert(CT)n/an/a
BCLL 0.0RepStressIncrYES WB 0.03Horz(CT)0.004n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-RWeight: 10 lbFT = 20%F, 11%E
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2(flat) TOPCHORDStructuralwoodsheathingdirectlyappliedor3-0-0ocpurlins,
BOT CHORD 2x4 HFNo.2(flat)except endverticals.
WEBS2x4 HFStud(flat) BOTCHORDRigid ceiling directly applied or 10-0-0 ocbracing.
OTHERS2x4 HFStud(flat)
REACTIONS. (lb/size) 7=54/3-0-0, 5=109/3-0-0, 4=-3/3-0-0, 6=146/3-0-0
Max Uplift 4=-3(LC 1)
FORCES.
(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1)Gable requires continuous bottom chordbearing.
Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonalweb).
2)
3)Gable studs spaced at 1-4-0oc.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint4.
Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4.
5)
6)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
7)CAUTION, Do not erect trussbackwards.
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
Lennar 2501 B Floor
JobTrussTruss TypeQty Ply
K5467581
B1805885F2Z01FLOOR1
Job Reference (optional)
2
Builders FirstSource (Arlington, WA),Arlington, WA -98223,8.230 s Nov 17 2018 MiTek Industries, Inc. Tue Dec 4 18:33:43 2018 Page 1
ID:ntMWJ3wSkkqoSoOfOnXKuJyx4aC-yo_FkqgMEXG2DkvQ6_TT7al7h4l508fAy2APwnyCG8M
3-6-76-11-110-5-8
3-6-73-4-113-6-7
Scale = 1:17.7
2x45x8
5x84x4
1 2 34
4x8
8765
6x6
2x42x4
3-6-76-11-110-5-8
3-6-73-4-113-6-7
Plate Offsets (X,Y)-- \[6:0-1-8,0-1-8\]
LOADING (psf) SPACING-2-0-0 CSI.DEFL.in(loc) l/deflL/d PLATESGRIP
TCLL 40.0PlateGripDOL1.00TC0.36Vert(LL) -0.076-7>999360MT20185/148
10.06-7240
LumberDOL1.00BC0.27-0.10>999
TCDLVert(CT)
BCLL 0.0RepStressIncrNO WB 0.66Horz(CT)0.015n/an/a
BCDL5.0CodeIBC2015/TPI2014Matrix-SWeight: 85 lbFT = 20%
LUMBER-BRACING-
TOP CHORD 2x4 DF 2400F 2.0E TOPCHORD2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals.
BOT CHORD 2x4 DF 2400F 2.0EBOTCHORDRigid ceiling directly applied or 10-0-0 ocbracing.
WEBS2x4 HFStud
REACTIONS. (lb/size) 8=1334/0-5-8, 5=1334/0-5-8
FORCES.(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD1-8=-1257/0, 1-2=-3217/0, 2-3=-3211/0, 3-4=-3211/0, 4-5=-1256/0
BOTCHORD7-8=0/271, 6-7=0/3217,5-6=0/272
WEBS2-7=-850/0, 3-6=-849/0, 1-7=0/3059,4-6=0/3052
NOTES-
2-plytrusstobeconnectedtogetherwith10d(0.131"x3")nailsasfollows:
1)
Top chords connected as follows: 2x4 -1 row at 0-9-0oc.
Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2)Allloadsareconsideredequallyappliedtoallplies,exceptifnotedasfront(F)orback(B)faceintheLOADCASE(S)section.Plyto
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
Girder carries tie-in span(s): 8-0-0 from 0-0-0 to10-5-8
3)
4)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottomchord.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by othermeans.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=-10, 1-4=-252
December 5,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into theoverall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusses and trusssystems,see
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
250 Klug Circle
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Corona, CA 92880
TOP CHORD
5-C4
6-W3
7-W2
8-C1
TOP CHORD
E AR R HWES C
334 H A E S H 1 B
r
MiTek USA, Inc.
250 Klug Circle
Corona, CA 92880 951-245-9525
Re: 2501 A Roof
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based
on the parameters provided by Builders FirstSource (Arlington, WA).
Pages or sheets covered by this seal: K5417631 thru K5417650
My license renewal date for the state of Washington is September 28, 2019.
Zhao, Xiaoming
November 20,2018
IMPORTANT NOTE: Truss Engineer's responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer, per
ANSI/TPI-1, Chapter 2.
Builders FirstSource (Arlington, WA), Arlington, WA -98223, 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 19 17:26:19 2018 Page 1
ID:KCq8uQy8imfwqOn2sryqzVyZ8R3-?44nbcxflOsoRHkBuUCH?KQl84Srs1AkfkoY2AyHYdY
-1-6-0 15-0-0
Job Truss Truss Type Qty Ply 2501
K5417631
A01 COMMON SUPPORTED GAB 1
1 Job Reference (optional)
1-6-0 15-0-0
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 HF Stud *Except*
9-25: 2x4 HF No.2
REACTIONS. All bearings 30-0-0.
(lb) -Max Horz 2=99(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 24, 23, 21, 20, 19, 18, 16
Max Grav All reactions 250 lb or less at joint(s) 2, 25, 27, 28, 29, 30, 31, 23, 21, 20, 19, 18, 16 except
26=264(LC 17), 24=264(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)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.
3)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been
considered for this design.
5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)* 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.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 30, 31,
24, 23, 21, 20, 19, 18, 16.
Builders FirstSource (Arlington, WA), Arlington, WA -98223, 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 19 17:26:20 2018 Page 1
ID:KCq8uQy8imfwqOn2sryqzVyZ8R3-THeAoyyHWh_f3RJOSCkWXXzjhUcDbTYutOX5adyHYdX
-1-6-0 8-1-0 15-0-0
1-6-0 8-1-0 6-11-0
Job Truss Truss Type Qty Ply 2501
K5417632
A02 ROOF TRUSS 18
1 Job Reference (optional)
TOP CHORD 2x4 HF No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
4-5,5-6: 2x4 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF No.2 *Except*
3-11,7-10: 2x4 HF Stud
REACTIONS. (lb/size) 2=1391/0-5-8, 8=1391/0-5-8
Max Horz 2=99(LC 10)
Max Uplift 2=-55(LC 10), 8=-55(LC 11)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-2222/72, 3-5=-1979/108, 5-7=-1979/108, 7-8=-2222/72
BOT CHORD 2-11=-71/1874, 10-11=0/1225, 8-10=0/1874
WEBS 3-11=-583/168, 5-11=-68/842, 5-10=-68/842, 7-10=-583/168
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope)
gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with
other live loads.
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 20.0psf 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, with BCDL = 8.0psf.
7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
Job Truss Truss Type Qty Ply 2501
K5417633
A02D ROOF TRUSS 1
1 Job Reference (optional)
Builders FirstSource (Arlington, WA), Arlington, WA -98223, 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 19 17:26:21 2018 Page 1
ID:KCq8uQy8imfwqOn2sryqzVyZ8R3-xTCY0HzvH?6Wgbua?vFl4lWyruxaKwm162Hf63yHYdW
-1-6-0 8-1-0 15-0-0
1-6-0 8-1-0 6-11-0
Scale = 1:52.9
4x4
TOP CHORD 2x4 DF 1800F 1.6E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E *Except* BOT CHORD Rigid ceiling directly
applied or 2-2-0 oc bracing.
10-11: 2x4 DF No.2
WEBS 2x4 HF Stud *Except*
5-11,5-10: 2x4 HF No.2
REACTIONS. (lb/size) 2=1391/0-5-8, 8=1391/0-5-8
Max Horz 2=99(LC 38)
Max Uplift 2=-1577(LC 38), 8=-1577(LC 41)
Max Grav 2=2399(LC 25), 8=2399(LC 24)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4544/3326, 3-5=-3028/1616, 5-7=-3026/1613, 7-8=-4542/3323
BOT CHORD 2-11=-2997/3703, 10-11=-2914/3463, 8-10=-2896/3949
WEBS 3-11=-588/195, 5-11=-102/846, 5-10=-105/846, 7-10=-588/197
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
Job Truss Truss Type Qty Ply 2501
K5417634
A02SA ROOF TRUSS 2
1 Job Reference (optional)
4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roofload of 25.0 psf on overhangs non-concurrent with other live loads.
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 20.0psf on the bottom chordin all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL = 8.0psf.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1577, 8=1577.
8)This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom
chord from 0-0-0 to 15-0-0 for 400.0 plf.
Builders FirstSource (Arlington, WA), Arlington, WA -98223, 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Nov 19 17:26:22 2018 Page 1
ID:KCq8uQy8imfwqOn2sryqzVyZ8R3-PfmwDd_X2JFMIlTmZdm_cy23AHIh3N2BLi0CeVyHYdV
-1-6-0 8-1-0 15-0-0
1-6-0 8-1-0 6-11-0
Scale = 1:52.9
4x4
TOP CHORD 2x4 HF No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
4-5,5-6: 2x4 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF No.2 *Except*
3-11,7-10: 2x4 HF Stud
REACTIONS. (lb/size) 2=1391/0-5-8, 8=1391/0-5-8
Max Horz 2=99(LC 10)
Max Uplift 2=-55(LC 10), 8=-55(LC 11)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-2222/72, 3-5=-1979/108, 5-7=-1979/108, 7-8=-2222/72
BOT CHORD 2-11=-71/1874, 10-11=0/1225, 8-10=0/1874
WEBS 3-11=-583/168, 5-11=-68/842, 5-10=-68/842, 7-10=-583/168
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat.
II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
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 20.0psf 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, with BCDL = 8.0psf.
7)Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 HF Stud *Except* WEBS 1 Row at midpt 4-12
6-12,6-11: 2x4 HF No.2
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
Job Truss Truss Type Qty Ply 2501
K5417635
A03 ROOF SPECIAL 3
1 Job Reference (optional)
REACTIONS. (lb/size) 2=1395/0-5-8, 9=1395/0-5-8
Max Horz 2=99(LC 10)
Max Uplift 2=-53(LC 10), 9=-53(LC 11)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4142/139, 3-4=-4015/188, 4-6=-1557/78, 6-8=-2038/106, 8-9=-2280/83
BOT CHORD 2-13=-148/3716, 12-13=-74/2465, 11-12=0/1272, 9-11=0/1982
WEBS 4-13=-110/2175, 4-12=-1553/147, 6-12=-37/570, 6-11=-77/837, 8-11=-629/168
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
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 20.0psf 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, with BCDL = 8.0psf.
7)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.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
Job Truss Truss Type Qty Ply 2501
K5417636
A03SA ROOF SPECIAL 1
1 Job Reference (optional)
BOT CHORD
BOT CHORD 2x4 HF No.2 Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 4-12
WEBS 2x4 HF Stud *Except*
6-12,6-11: 2x4 HF No.2
REACTIONS. (lb/size) 2=1395/0-5-8, 9=1395/0-5-8
Max Horz 2=99(LC 10)
Max Uplift 2=-53(LC 10), 9=-53(LC 11)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4142/139, 3-4=-4015/188, 4-6=-1557/78, 6-8=-2051/113, 8-9=-2258/78
BOT CHORD 2-13=-148/3716, 12-13=-74/2465, 11-12=0/1272, 9-11=0/1956
WEBS 4-13=-110/2175, 4-12=-1553/147, 6-12=-37/569, 6-11=-86/868, 8-11=-626/167
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
November 20,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6)* 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, with BCDL = 8.0psf.
7)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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9.
Job Truss Truss Type Qty Ply 2501
K5417637
A04 GABLE 1
1 Job Reference (optional)
Structural wood sheathing directly applied or 2-2-0 oc purlins.
TOP CHORD 2x4 DF 1800F 1.6E *Except* TOP CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-8,8-12: 2x4 HF No.2, 6-22,22-23,23-24,15-24: 2x4 HF Stud BOT CHORD
2-2-0 oc bracing: 2-19. 1 4-18
BOT CHORD 2x4 HF No.2
Row at midpt
WEBS 2x4 HF Stud *Except* WEBS
8-17: 2x4 HF No.2
OTHERS 2x4 HF Stud
REACTIONS. All bearings 5-0-0 except (jt=length) 2=0-5-8, 16=0-5-8.
(lb) -Max Horz 2=97(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14 except 15=-496(LC 1)
Max Grav All reactions 250 lb or less at joint(s) except 2=1326(LC 1), 12=834(LC
18), 14=564(LC 1), 16=583(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3801/151, 3-4=-3683/213, 4-7=-1363/82, 7-8=-968/108, 8-10=-1633/120,
10-11=-1797/90, 11-12=-1655/37
BOT CHORD 2-19=-159/3371, 18-19=-79/2145, 17-18=0/1124, 16-17=0/1514, 15-16=0/1514, 14-15=0/1514, 12-
14=0/1514
WEBS 4-19=-127/2058, 4-18=-1389/143, 7-18=-27/566, 8-17=-93/521, 10-17=-430/153, 11-14=-541/62
NOTES-
1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed;
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Job Truss Truss Type Qty Ply 2501
K5417638
1
B01
GABLE
1 Job Reference (optional)
1-6-0
5-6-0 6-11-0 8-1-0 1-6-0
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), seeStandard Industry Gable End Details
as applicable, or consult qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this
design.
5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other
live loads.
6)Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20unless otherwise indicated.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, with BCDL = 8.0psf.
11)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing
surface.
LUMBER-
BRACING-TOP
TOP CHORD 2x4 HF No.2 *Except*
CHORD
1-5: 2x4 DF 1800F 1.6E, 4-26,18-26: 2x4 HF Stud
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 HF No.2
Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2x4 HF Stud
JOINTS
10-0-0 oc bracing: 2-21. 1
OTHERS 2x4 HF Stud Brace at Jt(s): 20
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14 except November 20,2018 (jt=lb) 15=496.
1-6-0 5-4-8 1-6-0
November 20,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Builders FirstSource (Arlington, WA), Arlington, WA -98223, 8.220s Oct 6 2018 MiTek Industries, Inc. Mon Nov 19 17:26:28 2018 Page 1
ID:KCq8uQy8imfwqOn2sryqzVyZ8R3-Ep7BUh2Id9?W0gwwwttOsDIEhiT2TxO3jeTWs9yHYdP
-1-6-07-4-412-8-1214-6-825-5-826-11-8
7-4-41-9-1210-11-0
Scale = 1:50.9
5x16
REACTIONS. All bearings 10-11-0 except (jt=length) 2=0-5-8.
(lb) -Max Horz 2=-83(LC 15)
Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 17, 16, 15, 14 except 12=-202(LC 17)
Max Grav All reactions 250 lb or less at joint(s) 12, 17, 16, 15, 14 except 2=523(LC 17), 18=1303(LC 17), 18=1253(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-682/49, 3-6=-692/143, 6-7=0/699, 7-8=0/750, 8-9=0/727, 9-10=-7/735, 10-11=-24/733, 11-12=-
47/742
BOT CHORD 2-21=-51/534, 20-21=0/1096, 19-20=-16/512, 18-19=-383/53, 17-18=-642/55,
16-17=-642/55, 15-16=-642/55, 14-15=-642/55, 12-14=-642/55, 19-21=-790/0 WEBS 3-
20=-531/158, 6-20=-117/1138, 6-18=-1012/30, 7-18=-282/22
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right
exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)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.
3)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this
design.
5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00times flat roof load of 25.0 psf on overhangs non-concurrent with
other live loads.
6)Provide adequate drainage to prevent water ponding.
7)All plates are 2x4 MT20 unless otherwise indicated.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)* 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.
11)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.
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 17, 16, 15, 14 except (jt=lb)
12=202.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Job Truss Truss Type Qty Ply 2501
K5417639
2
B02 ROOF SPECIAL
1 Job Reference (optional)
1-6-0
5-4-8 5-2-4 1-6-0
TOP CHORD 2x4 HF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-4: 2x4 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-
0-0 oc bracing.
BOT CHORD 2x4 HF No.2
WEBS 2x4 HF Stud
REACTIONS. (lb/size) 2=1196/0-5-8, 8=1196/0-5-8
Max Horz 2=-85(LC 15)
Max Uplift 2=-50(LC 10), 8=-50(LC 11)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3307/108, 3-5=-3264/206, 5-6=-1402/106, 6-7=-1435/57, 7-8=-1922/46
BOT CHORD 2-12=-109/2926, 11-12=0/1140, 10-11=0/1624, 8-10=0/1624
WEBS 3-12=-487/157, 5-12=-172/2324, 5-11=-108/516, 6-11=-385/89, 7-11=-499/76
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
6)* 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.
7)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.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8.
Job Truss Truss Type Qty Ply 2501
K5417640
C01 GABLE 1
1 Job Reference (optional)
LUMBER-TOP CHORD (lb) -Max Horz 2=54(LC 10)
2x4 HF No.2
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 6, 10
BOT CHORD 2x4 HF No.2 BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
OTHERS 2x4 HF Stud
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 15-0-0.
Max Grav All reactions 250 lb or less at joint(s) 9 except 2=322(LC 1), 8=469(LC 18), 6=322(LC 1), 10=469(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 3-10=-413/110, 5-8=-413/110
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS
(envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)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.
3)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been
considered for this design.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otherlive loads.
9)* 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.
10)Bearing at joint(s) 9, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing
surface.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 6, 10. 12) Beveled plate or
shim required to provide full bearing surface with truss chord at joint(s) 8, 9, 10.
Job Truss Truss Type Qty Ply 2501
K5417641
HR01 RAFTER 1
1 Job Reference (optional)
2-3-0
LUMBER-BRACING-
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
WEBS 2x6 DF No.2 except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=175/0-5-8, 4=420/0-5-8
Max Horz 4=55(LC 7)
Max Uplift 3=-56(LC 10), 4=-106(LC 6)
Max Grav 3=210(LC 16), 4=438(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-438/106
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantileverleft and
right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
3)Unbalanced snow loads have been considered for this design.
4)* 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.
5)Bearing at joint(s) 4 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 100 lb uplift at joint(s) 3 except (jt=lb)
4=106.
7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.
Job Truss Truss TypeQty Ply 2501
K5417642
1
J01 Jack-Open
1 Job Reference (optional)
1-6-0
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 HF Stud except end verticals.
WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=261/0-5-8, 3=33/Mechanical, 4=42/Mechanical Max
Horz 5=41(LC 7)
Max Uplift 5=-43(LC 6), 3=-20(LC 7)
Max Grav 5=261(LC 17), 3=45(LC 5), 4=91(LC 5)
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with
other live loads.
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 20.0psf 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. 7) Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.
9)Hanger(s) or other connection device(s) shall be provided sufficient tosupport concentrated load(s) 3 lb down and 12 lb up at 2-0-12, and 6 lb down
and 24 lb up at 4-0-12 on bottom 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 faceof the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-70, 2-3=-70, 4-5=-16
Concentrated Loads (lb)
Vert: 7=1(F) 8=-6(F)
Job Truss Truss Type Qty Ply 2501
K5417643
J02 Jack-Open 1
1 Job Reference (optional)
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins,
BOT CHORD 2x4 HF Stud except end verticals.
WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
REACTIONS. (lb/size) 5=306/0-5-8, 3=108/Mechanical, 4=33/Mechanical Max
Horz 5=54(LC 7)
Max Uplift 5=-37(LC 6), 3=-36(LC 10)
Max Grav 5=311(LC 17), 3=120(LC 17), 4=71(LC 5)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-276/67
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; ExpB;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
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 20.0psf 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. 7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.
Job Truss Truss Type Qty Ply 2501
K5417644
J03 JACK 1
1 Job Reference (optional)
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins,
BOT CHORD 2x4 HF Stud except end verticals.
WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=322/0-5-8, 3=126/Mechanical, 4=36/Mechanical Max
Horz 5=57(LC 7)
Max Uplift 5=-38(LC 6), 3=-40(LC 10)
Max Grav 5=328(LC 17), 3=142(LC 17), 4=72(LC 5)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-297/70
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B;
Enclosed; MWFRS (envelope)gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
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 20.0psf 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. 7) Refer to girder(s) for truss to truss connections.
8) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.
Job Truss Truss Type Qty Ply 2501
K5417645
J04 JACK 1
1 Job Reference (optional)
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
1-6-0
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins,
BOT CHORD 2x4 HF Stud except end verticals.
WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=277/0-5-8, 3=67/Mechanical, 4=36/Mechanical Max
Horz 5=48(LC 7)
Max Uplift 5=-34(LC 6), 3=-26(LC 10)
Max Grav 5=279(LC 17), 3=73(LC 17), 4=84(LC 5)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with
other live loads.
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 20.0psf 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. 7) Refer to girder(s) for truss to truss connections.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.
9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down at 2-0-12 on bottomchord. 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).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-70, 2-3=-70, 4-5=-16
Concentrated Loads (lb) Vert: 7=-28(B)
Job Truss Truss Type Qty Ply 2501
K5417646
J05 JACK 4
1 Job Reference (optional)
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins,
BOT CHORD 2x4 HF Stud except end verticals.
WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)5=268/0-5-8, 3=66/Mechanical, 4=18/Mechanical Max
Horz 5=48(LC 7)
Max Uplift 5=-39(LC 6), 3=-27(LC 10)
Max Grav 5=270(LC 17), 3=72(LC 17), 4=45(LC 5)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with
other live loads.
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 20.0psf 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. 7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3.
Job Truss Truss Type Qty Ply 2501
K5417647
J06 MONOPITCH 7
1 Job Reference (optional)
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins,
BOT CHORD 2x4 HF Stud except end verticals.
WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=268/0-5-8, 4=-10/Mechanical, 3=-74/Mechanical Max
Horz 5=40(LC 9)
Max Uplift 5=-60(LC 6), 4=-25(LC 21), 3=-94(LC 16)
Max Grav 5=268(LC 1), 4=9(LC 5), 3=17(LC 6)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and
right exposed ; end vertical left and right exposed; Lumber DOL=1.60plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
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 20.0psf onthe 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)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4, 3.
Job Truss Truss Type Qty Ply 2501
K5417648
J07 MONOPITCH SUPPORTED 1
1 Job Reference (optional)
1-6-0
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins,
BOT CHORD 2x4 HF Stud except end verticals.
WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=267/1-0-0, 4=-82/1-0-0
Max Horz 5=41(LC 9)
Max Uplift 5=-58(LC 6), 4=-88(LC 21)
Max Grav 5=267(LC 1), 4=5(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end
zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)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. 3)
TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4)
Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
6)Gable requires continuous bottom chord bearing.
7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)* 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.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4.
Job Truss Truss Type Qty Ply 2501
K5417649
S01 Jack-Open 1
1 Job Reference (optional)
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
BOT CHORD 2x4 HF Stud except end verticals.
WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=246/0-5-8, 4=6/Mechanical, 3=20/Mechanical Max
Horz 5=42(LC 7)
Max Uplift 5=-42(LC 6), 4=-5(LC 7), 3=-23(LC 16)
Max Grav 5=246(LC 17), 4=29(LC 5), 3=22(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B;
Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.103) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with
other live loads.
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 20.0psf 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. 7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4, 3.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
Job Truss Truss Type Qty Ply 2501
K5417650
S02 Jack-Open 1
1 Job Reference (optional)
TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
BOT CHORD 2x4 HF Stud except end verticals.
WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=284/0-5-8, 3=104/Mechanical, 4=20/Mechanical Max
Horz 5=54(LC 7)
Max Uplift 5=-37(LC 6), 3=-36(LC 10), 4=-15(LC 7)
Max Grav 5=288(LC 17), 3=117(LC 17), 4=33(LC 5)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-280/67
NOTES-
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B;
Enclosed; MWFRS (envelope)gable end zone; cantilever left and right exposed ; end vertical left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
6)* 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. 7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
250 Klug Circle
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information
Corona, CA 92880
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
November 20,2018
Permit Center
Dept. of Community Development
th
345-6Street, Suite 600*Bremerton*WA*98337-1873
WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD IN 2015 IRC
Purpose: We have all heard about office and school buildings which cause people to become ill. If improperly ventilated, our
homes can cause some of us to become ill too. With all of the new materials we use to construct and furnish our buildings,
it is very important that our homes are ventilated in such a way as to provide us with a method to get the stale air out and
fresh air in.
Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you
will be using, and fill in any blanks or boxes under the system you choose.
Option 1. Whole house Ventilation Using Exhaust Fans (IRC Section M1507.3.4)
________CFM Exhaust Fan Flow Rating Per Table M1507.3.3(1) and multiplied by factor in Table M1507.3.3(2) (attached). Location
ofwhole house exhaust fan(s) must be shown on the plans.
The intermittent mechanical ventilation system shall operate at least one hour out of every four when designed for intermittent operation in
accordance with Table M1507.3.3(2).
Fan Controls: 24 hour clock timer capable of continuous operation, with manual and automatic control, &beaccessible
Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less at 0.1 inches w.g. per HVI 915 (2009)
At the time of final inspection, the automatic control shall be set to operate the whole-house fan according to the schedule used to
calculate the whole-house fan sizing.
Outdoor air shall be distributed to each habitable room by individual outdoor air inlets with controllable and secure openings, provide at
least 4 sq. in. of opening for each space, located at least 10 feet from appliance ducts, and located away from where objectionable odors,
fumes and vapors are present.
Option 2.Whole house Ventilation Integrated with a Forced Air Heating System (IRC Section M1507.3.5)
________ inch Fresh air duct, connected to the furnace return plenum, sized Per SectionM1507.3.3.
Integrated forced-air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building
to the return air plenum of the forced-air system, at a point within 4 feet upstream of the air handler.
The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced-air system blower and shall not be
connected directlyinto a furnace cabinet to prevent thermal shock to the heat exchanger.
The system will be equipped with a motorized damper connected to the automatic ventilation control as specified in Section M1507.3.2.
The required flow rate shall be verified by field testing with a flow hood or a flow measuring station.
Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or other material and located
All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4
Option 3. Whole house Ventilation Using a Supply Fan (IRC Section M1507.3.6)
________ inch Outdoor air inlet duct, connected to the furnace supply air stream, sized Per Table M1507.6.2. (attached)
Fresh Air inlet:Back-draft Damper plus one of the following:(Choose one)
Calibrated manual volume damper installed and set to meet the measured flow rates in Table 1507.3.3(1) (attached) by field testing
uctions.
A manual volume damper installed and set to meet the measured flow rates specified in Table M1507.3.3(1)by field testing with a
flow hood or flow measuring station.
An automatic flow-regulating device sized to the specified flow rate in Table M1507.3.3(1) which provides constant flow over a
pressure range of 0.20 to 0.60 inches water gauge.
Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or other material and located
All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4
Option 4. Whole house Ventilation Using a Heat Recovery Ventilation System
All duct work in heat recovery system shall be at least 6 inches in diameter
Balancing dampers shall be installed on the inlet and exhaust side.
Flow measurement grids shall be installed on the supply and return.
System minimum flow rating shall not be less than specified in Table M1507.3.3(1).
Outdoor air inlets shall be screened or otherwise protected from entry by leaves or other material and located
Ventilation Supply Ducts in the conditioned space upstream of the heat exchanger shall be insulated to aminimum of R-4
General Requirements
At the time of final inspection, the automatic control time shall be set to operate the whole house fan
according to the schedule used for the calculation.
24-hour clock timer installed with capability of continuous operation, manual and automatic control, readily
accessible.
system operation description.
Standard air leakage caulking shall be installed in the following locations (WSEC Table R402.4.1.1):
a) Wiring / plumbing / duct register penetrations
b) Rim joist / mud sill (heated lower floors)
c) Light fixture / flue penetrations
d) Around window and door frames
Airflow between fresh air ports OR openable screened windows and whole-house fan ensured by undercut
RC M1507.3)
REFERENCE TABLES
Table M1507.3.3(1)
Continuous Whole House Ventilation
System Airflow Rate Requirements (cfm)
Number of Bedrooms
2
Floor Area (ft)
0-1 2-3 4-5 6-7 >7
<1500 30 45 60 75 90
1501 3000 45 60 75 90 105
3001 4500 60 75 90 105 120
4501 6000 75 90 105 120 135
6001 7500 90 105 120 135 150
>7500 105 120 135 150 165
Table M1507.3.3(2)
Intermittent Whole House Mechanical
Ventilation Factors
Run-Time Percentage in Each 4-Hour Segment 25% 33% 50% 66% 75% 100%
Factor 4 3 2 1.5 1.3 1.0
Table M1507.3.6.2
Prescriptive Supply Fan Duct Sizing
Specified Volume
Minimum Smooth Minimum Flexible Duct
from Table
Duct Diameter Diameter
M1507.3.3(1)
5090 cfm 4 inch 5 inch
90-150 cfm 5 inch 6 inch
150-250 cfm 6 inch7 inch
250-400 cfm 7 inch 8 inch
PRESCRIPTIVE HEATING SYSTEM SIZING
All heating equipment must be sized using a recognized engineering practice. Typical sources include:
ASHRAE Handbook of Fundamentals.
ACCA Manual J, 8 th Edition- Residential Load Calculation.
ACCA Manual N- Commercial Load Calculation.
WSEC: www.energy.wsu.edu/code