31C-018 (6) 30 FORD CROSSING BP-2016-1079
GIS#: COMMONWEALTH OF MASSACHUSETTS
Mqp.Block: 3 IC-018 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Categog:New Single Family House BUILDING PERMIT
Permit# BP-2016-1079
Project# JS-2016-001844
Est. Cost: $319932.00
Fee: $1395.00 PERMISSION IS HEREBY GRANTED TO
Const. Class: Contractor: License:
Use Group: WRIGHT BUILDERS 070417
Lot Size(sq. ft.): 105371.64 Owner: WRIGHT BUILDERS
Zoning: PV(100)/SG b(100)/ Applicant: WRIGHT BUILDERS
AT. 30 FORD CROSSING
Applicant Address: Phone: Insurance:
48 Bates St (413) 586-8287 (116) Workers Compensate(
NORTHAMPTONMA01060 ISSUED ON.-311512016 0:00:00
TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH W/DET
GARAGE/PORCH
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House# Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
41S PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
'Y OF ITS RULES AND REGULATIONS.
'cate of Occupancy Signature:
Date Paid: Amount:
3/15/2016 0:00:00 $1395.00
212 Main Street, Phone(413)587-1240, Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2016-1079
APPLICANT/CONTACT PERSON WRIGHT BUILDERS
ADDRESS/PHONE 48 Bates St NORTHAMPTON01060(413)586-8287(116) 0K,
?A
PROPERTY LOCATION 30 FORD CROSSING
MAP 3 1 C PARCEL 018 001 ZONE PV(I 00)/SG b(I 00)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid 9-
Building Permit Filled out
Fee Paid
Tyl2eof Construction: CONSTRUCT 2 STORY SFH W/DET GARAGE/PORCH
New Construction
Non Structural interior renovations
Addition to Existing-
Accessory Structure
Building Plans Included:
Owner/Statement or License 070417
3 sets of Plans/Plot Plan AeE-��i4
THE
H
INFO
ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
R ,
I N IF� ATION PRESENTED:
or)rc
�Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Pen-nit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding_ Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
--Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB,Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
10 y
�f A
Signature
of Building 15ffAiclial Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of
Planning&Development for more information.
- City of Northampton
Building Department
212 Main Street
Room 100
- Northampton, MA 01060
_ s
413-587-1240 Fax 413-587-1272
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION'I -.SITE INFORMATION
1.1 Property Address:
1
SECTION 2-PROPERTY OWNERSHIPiAUTHORIZED AGENT
2.1 Owner of Record:
Name(1?'nt) Current Mailing Address-
Telephone
Signature
2.2 Authorized Agent:
Ole-
Name(P t Current Mailing Address: —r
5ke Q90
Signature Telephone
SECTION 3 ESTIMATED CONSTRUCTIQN COS'T'S
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building ( (a Building Permit Fee
2. Electrical ! 1 (b)Estimated Total Cost of
Construction from-0)
3. Plumbing Buddw P+erntiit Foo
4. Mechanical(HVAC)
5.Fire Protection I A 01
�i. t
6. Total=(1 +2+3+4+5) v'. Check Number C�
This Section For cial Use
Bu°iwding PermNt Number 1 ed
Building Commissioner/Inspector of Buildings I Date
Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zonin
This column to b ed in by
Building ent
Lot Size
Fronta e
Setbacks Front O
Side L:= R:0 L: R.= 0 0
Rear O
Building Height
Bldg. Square Footage
Open Space Footage %
(Lot area minus bldg&pave O O
parking)
#of Parkin aces 0
F'
volume&Location
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO Q DONT KNOW ® YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW O YES
IF YES: enter Book Page and/or Document#1
B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW O YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained O , Date Issued:
C. Do any signs exist on the property? YESO NO n
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES (� NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
VJ
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all a !cable
New House Tf Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑
Or Doors
Accessory Bldg. ❑ Demolition ❑ ew Signs [O] Decks [Q Siding[p] Other[O]
Brief Descripti n of Proposed
Work: \ A 1-6\
Alteration of existing bedroom Yes No Adding new bedroom es �c _N
Attached Narrative Renovating unfinished basement Yes ,X _No
Plans Attached Roll -Sheet
a. Use of building:One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms S
c. Is there a garage attached? nO
d. Proposed Square footage of new construction. Dimensions` k wU i> M_(gr kA
e. Number of stories? �0
f. Method of heatin
9• Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance...._ Masscheck Energy Compliance form attached?
h. Type of construction R
i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade 0 '
k. Will building conform to the Building and Zoning regulations? _�Yes No.
I. Septic Tank City Sewer Private well City water Supply
SECTION 7a:-OWNER AUTHORIZATION-TO BE COMPLETED EN
OWNERS AGENT OR CONTRACTbR APPLIES FOR BUILDING PE MIT
property \ as Owner of the subject
hereby authorize h Nf
to act on my behalf, in all mars relative to work au"orized by this building permit application.
Signature of Owner Date
as Owner,uthorize
hereby declare that the statements nd inform tion on the foregoing application are true and accurate,to the best of my now edge
and belief.
Signed under the pains and penalties of perjury.
i
Print Nam
Signature of wner/Agent Date
SEC71ON 8 CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: f \. Not Applicable ❑
Name of License Holder: o O N1 /
uLicense Number
Address C Expiration Dat
Signature Telephone
Not Applicable ❑
Co mpany Mme RegistrationNumber
Address Expiration Date
Bari
Telephone,
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes....... No...... ❑
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780, Sixth Edition Section 108.3.5.1.
Defmition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm
structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be
responsible for all such work performed under the buildine permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
City of Northampton 212 Main Street,Northampton, MA 01060
Solid Waste Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as
a condition of the building permit all debris resulting from the construction
activity governed by this Building Permit shall be disposed of in a properly
licensed solid waste disposal facility, as defined by MGL c 111, S 150A.
Address of the work: 3° T;�� Q-P-C.3 '- `(<--
The debris will be transported by:
The debris will be received by: UAV �"1 let"CA4
Building permit number:
Name of Permit A ant
Date Signature of Permit Applicant
E Itu 'al ael a,iullita i a -=
t:%*ws.�u:rtts 1 �
rC
OfC 1 LD rNIGINSPEC71CNS �==
212 Main Street ' Municipal Building `'.
INSPCCTQR Northampton, Mass. (TOGO
scuare Fcotace ra.ct:rt�
to
77 .
112 rt lcvrs, Attic, Garage,aQ �
Ie-Zr. Porches ,�-Q d''b Y�C,D
j3 q .
60
r
reb. Id. ZUlb II :52AM Northampton Water Dept No. 1221 P. 4
MUNICIPAL WATER AVAILABILITY T Y APPLICATION
Northampton Water Department
237 prospect St
Northampton,MA 01060
587-1097
A Department of Public Works Trench Permit shall be required prior to any construction or
connection activity associated with this application.
Location: 30 FORD CROSSING
Inquiry Made By: WRIGHT BUILDERS, LINDA 5$6-$287 X 116
Date of Inquiry: 2/12/16
q
Number of Type of Single Family X Type of Private
Units: 1 U7n1 s : wners `
�) Apart. Comm.Ca �P Condo X
Multi family Rental
fAnnli ant to fill out the shave)
Municipal Water Main in Existing service to
Front of Location? Yes: X No: site? 'Y'es: X No
Size Of W&ter Main: 8" Material: Ductile Iron Age: 2012
Approximate Static Street Flow Test Conducted:Yes: No:X
Pressure: 80 psi If done attach results
Size of Service Connection
Suggested Meter Size:
518„
Comments: The Water Department camiot guarantee adequate water pressure during peals demand
times at elevations above 320 feet 1Vlaster deed must show common ownership of water service.
• A corresponding water entrance flee shall be paid prior to making any connection to the municipal water
• Arrangements of such iasitallatioa shall be made with the Notthampton Water Departmentwith aminimum
of 5 working days notification.
• All c shall orm to Northampton Water Department specifications.
Greg lman,Superintendent of Water Dept
Water Entry S 200 Meter S 130 Radio S 135
co: Ned Huntley,Dkomor
Note:If this availability is for a new construction,it must be hand de&ered to the Bw'ldin¢
I�nsuector.
11.smb1ladminlPermitslWater ApplicationlWater Availability.doc
MUNICIPAL SEWER/AVAILABILITY APPLICATION
Northampton Streets Department
125 Locust Street
Northampton, MA 01060
587-1570
A Department of Public Works Trench Permit and Sewer Entry Permit shall be required
prior to any construction or connection activiy associated with this application.
Location:
30 Ford Crossing
Date of Inquiry:
2/12/16 Wright Builders
Reason for
Request: New construction
Municipal Sewer Main in Front of Location: Yes No
Municipal Storm Drain Available:5 Y2 deep Yes No
Size of Sewer Main: Material: Age:
Depth of Sewer Main:
Length of Sewer Main:
Size of Service Connection:
Type of Service Connection:
Tie-in to Sanitary Main Tie-in to Sanitary Stub
Comments: �J
1Z1,yWT6 A/ PLANS
City Requires 6" cleanout installed at City Property Line
Note: If this availability is for new construction this form must be hand delivered to
Building Inspector.
A corresponding"sewer entrance fee"shall be paid priorto making any connection to the municipal sewer
system.Arrangements of such installation shall be made with the Northampton Streets Department with a
minimum of 5 working days notification. All work shall conform to Northampton Streets Department
specifications.
John Hall
Sewer Department
cc: Ned Huntley, Director DFW
Louis Hasbrouck, Building Commissioner
COMPLETED / FINAL -
Planning-Decision City of Northampton Status of Planning Board
rt
Decision conditions as of
Hearing No.: PLN-2014-0009 Date:September 18,2013 10/16/15. Emailed to the Nton
APPLICrLMONTYPE: SUBMISSION DATE Bldg Dept On 10/16/15.
PB Major Site Plan 8/13/2013
ApplicanCs Name: Owner's Name:
NAME NAME 1
WRIGHT BUILDERS WRIGHT BUILDERS Bk:11489P9:174 Page:1 of 3
ADDRESS: ADDRESS:
48 Bates St 48 Batas St Recorded: 10/09/2013 09:29 AM
TOWN: STATE ZIP CODE TOWN: STATE ZIP CODE:
NORTHAMPTON MA 01060 NORTHAMPTON MA 01060
j PHONE NO-, FAX NO.: PHONE NO.: FAX NO.:
413 586-8287(116) 413 587-9276 (413)586-6287(116) (413 587-9276
EMAIL ADDRESS: EMAIL.ADDRESS:
LGAUDREA!(@ R1GHT-BUILDERS.COM LGAUDREW11GHT-BUILDERS.COM
Site Information:
Surveyor's Name:
STREET NO- SITEZONING: COMPANY NAME:
FORD CROSSINGNIU AGE HILL RD PV(I MYSG b(100)1
TOWN: ACTION TAKEN: ADDRESS:
NORTHAMPTON MA 01060 Approved With Conditions
MAP: BLOCK LOT: MAPDAT£: SECnDN OF BYLAW.
31C 018 001 Clipt 350.11:Site Plan Approval TOWN: sraTE zip CODE:
Book: 9@
6925 302 PHONE NO.: FAX NO.:
EMAILADDRE55
NATURE OF PROPOSED WORK
28 Unit Development within 7 buildings
HARDSHIP:
CONDITION OF APPROVAL
1 Thirty30 da prior to bidding construction,civil construction plans for each phase,slam ed b a
#1 Done ) ( )days 9 Pl A P Y
registered Massachusetts P.E,shall be provided to the Department of Public Works(DPW)for review
and comment: All plans shall incorporate revisions required In the conditions herein below and also
Include:
a.Details for granite curb,handicap ramp, sewer dasnout detail
b.6 Inch concrete thickness for sidewalks crossing driveway opening&
c.Gravel base material forBlL Conc.Paving in Moser Street shaft be 8 Inches otMi.03.0,Type b with 4
Inches ofprocessed gravel,M1.03.1,above.
d.Gravel for sidewalks In the City ROW shall be processed gravel,MLO3.1 with maximum stone she of
2Inches,
#2 Done 2).Prior to Issuance of a building permit,documents must be submitted to the DPW confirming a
minimum two foot separation between the bottom of the proposed Infiltration trenches and the
estimated seasonal high groundwater level.
#3 Done 3).Prior to Issuance a building permit for the proposed project and In accordance with the Stormwater
Management Permit for Village Hill Phase 2 Issued to MassDevelopment In 2007,the applicant shall
the applicant shall submit revised drainage calculations that reflect the actual construction that has
been completed and confirms the remaining capacity of the Detention Basins In each Sub-Watershed
j area. The applicant shall further meet all otherrequimments necessary to comply with the original
permit.
#4 Done 4).Prior to completion of Building A,the appikent shall His a request through,Department of Public
Works,to begin the necessary procedure for removal of the two previously accepted on-street parking
spaces along Moser Street that will be eliminated as a result of this pro/ect.
#5 Done 5).Prior to Issuance of a certificate of occupancy for either of the"Rats"apartment buildings,the
applicant shall record a public access easement for the path connection between Musante Drive and
Beech Tree Part
i
#6 Done 6).Prior to Issuance of a certificate of occupancy for either of the"Rats"apartment buildings,the
applicant shall install dlreational sign for park at the public path near Viffage Hill Road Intersection
Indicating access to Beech Tree Park
GeoTMS®2013 Des Lauders Municipal Solutions,Inca
Planning-Decision City of Northampton
Hearing No.:PLN 20140009 Date:September 18,2013
#7 Done 7)•All sheets fronting the project,except for Valage Hili Road from Moser Sheet to the mid-block
crosswalk,are subject to the year mondodum for newly paved roads,which requires milling and
overlay for the full width of the road and 20'beyond the limit of any cuts made In the pavemerht;
Including granite curb reconfiguration.All trenches shall be backillied with nowable fi1L Curb cuts
proposed to be relocated on Musante Drive and Moser Streat with pull-off parking and drainage
reconfigured on Moser as part of the curb cut relocation are subject to the 5-year moratorium.The
plan should show the expected limits of mill and overlay due to cuts In the roadway.
# 8 Done 8).Fiitean toot curb radosham ba used.
#9 Done 9).Concrete sidewalks at retocated curb cuts shall be 6"thick to the nearest exlstfng panel break
beyond the!Omits of the cut
1#10 DO n e 10).All sidewalks disturbed by construction shall be replaced to the nearest panel.
1#11 Done D�ale warning strips shall be Installed at the approaches to the relocated curb cut on Musante
1#12 Done 12).All granite curbing not reused shall be returned to the DPW yard.
1#13 Done 13)•All rims and Inverts forproposed sewer and drain manholes and catch basins or Inverts for
existing connection points must be included on revised plans.
#14 D o n e 14).The drain line tom the catch basin proposed to be abandoned west of Building A shall be plugged
with bricks and mortar In the receiving manhole as well as at the abandoned catch basin.
1#15 Done 15).The catch basin proposed to be abandoned on Moser Street shag have the cone section removed,
the pipe plugged with bricks and mortar and the remainder of the structure backfilled with sand The
Inlet pipe at the downstream catch basin shall also be plugged with bricks and mortar.
1#16 Done 16).The new pull off parking area shall be stripped of any remaining asphalt and new roadway base
Installed throughout
1#17 Done 17).Water and sewer line sizes and materials and methods of construction shall be approved by
Deparbrherht of Public Works
#18 D o n e 18).Any conflicts where water and sewer line crossings are shown at Building A and between Building
C and Rats East must be resolved and adequate separation according to Department ofPubiic Works
standards must be met
FINDINGS:
The Planning Board approved the major site plan based upon the following plans submitted with the application and information
materials:
1. Upper Ridge at Village Hill Prepared for Wright Builders,Inc.by The Berkshire Design group,Inc.Dated August 12,2013 Sheets L 1-
2. Upper Ridge Building Elevations by Kuhn Riddle Architects,dated 8/12/13 Building A,B,Flats East,Flats Wes4 Duplex.
The board approved the site plans upon determining compliance with the standards in 350»11.6 as follows.
A.The requested use protects adjoining premises against seriously detrimental uses.The she is the next phase of residential
development consistent with the master plan showing densities consistent with abutting properties.
B.The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent
streets. This site build out will Incorporate the next segment of links to create an east west pedestrian corridor through the campus.
Driveway points are minimized with shared parking In the rear of the buildings to reduce Impacts on the sidewalk
(1)Traffic mitigation has been addressed at the master plan stage for the redevelopment of the entire campus.
C.The site will functlon harmoniously In relation to other structures and open spaces to the natural landscape,existing buildings and
other community assets In the area ash relates to landscaping,drainage,sight lines,building orientation,massing,egress,and sotbacks.
D.The requested use will not overload,and will mltlgate adverse impacts on,the City's resources,Including the effect on the Cl"water
supply and distribution system,sanitary and storm sewage collection and treatment systems,fire protection,sheets and schools.The
construction materials and methods for water lines,sanitary sewors,storm sewers,fire protection,sidewalks,private roads,and other
infrastructure shall be those set forth In the Northampton Subdivision Regulations E.The requested use meets any special regulations
set forth In this chapter.
F.Compliance with the following technical performance standards:
(1)Curb cuts onto streets have been minimized through shared access.
(2)Pedestrian,bicycle and vehicular traffic movement on site must be separated,to the extent possible,and sidewalks must be provided
between businesses within a development and from public sidewalks,cycle tracks and bike paths.
(3)Stormwater will be treated through previously constructed Infrastructure.
COULD NOT DEROGATE BECAUSE
GooTUS0 2013 Des Laurlers Municipal Solutions,Inc.
Planning-Decision City of Northampton
Hearing No.:PLN-2014-0009 Date:September 18,2013
FILING DEADLINE MAILING DATE: HEARING CONTINUED DATE DECISION DRAFT BY: APPEAL DAME
8/22/2013 91SrZD13 9/26/2013
REFERRALS IN DATE HEARING DEADLINE DAIS: HEARING CLOSE DATE FINAL SIGNING BY: APPEAL DEADLINE
8/29/2013 10/17/2013 9!12/2013 9/26/2013 1OW013
FIRST ADVERTISING DATE: HEARING DATE VOTING DATE DECISION DATE
8/29/2013 9112/2013 9/1=13 9/18/2013
SECOND ADVERTISING DATE: NG TIME VOTING DEADLINE DECISION DEADLINE
9WO13 7:20 PM 1211i/2013 12/11/2013
MEMBERS PRESENT: VOTE
John Lutz votes to Grant
Debin Bruce votes to Grant
Ann DeWitt Brooks votes to Grant
Jennifer Dieringer votes to Grant
Mark Sullivan votes to Grant
Francis Johnson votes to Grant
MOTION MADE BY: SECONDED BY: VOTE C0UNi: ECISION:
Francis Johnson Ann DeWitt Brooks 6 Approved with Conditions
MINUTES OF MEETING:
Available in the Office of Planning B Development
1,Carolyn Misch,as agent to the Planning Board,certify that this Is a true and accurate decision made by the Planning Board and certify
that a copy of this and all plans have been filed with the.Board and the City Clerk on the date shown above.
I ce i(y that a copy of is sionIas been mailed to the Owner and Applicant
Notice ofAppeal
An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt 40A,Section 17 as
amended within twenty(20)days atter the date of the filing of the notice of the decision with the City Clerk The date is listed above Such
appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton.
LLI
,l ! SEP 1 8 2013
October 9, 2013
I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above
Decision of the Northampton Planning Board was filed in the Office of the City Clerk
on September 18, 2013, that twenty days have elapsed' since such filing and that no appeal
has been filed in this matter.
Attest: Akin
Cit Clerk VW
City of Northampton
I
Geo7MS8 2013 Des Lauriers Municipal Solutions,Inc. r BEG
ATOM_ '
MARY LBTRD
r ' ----------------------------------------------R i.
Official Receipt for Recording in:
Hampshire County Registry of Deeds
33 King St.
Northampton, Massachusetts 01060
Issued To:
WRIGHT BUILDERS
48 BATES ST
1-413-586-8287
NORTHAMPTON NA
Recording Fees
•-----------------------------------_ --s
Document Recording
Description Number Book/Page Amount
DECIS 00025362 11489174 $75.00
PLN-2014-0009/NRIGHT BUIL
$75.00
Collected Amounts
■---------------_�--------_
Payment
Type Amount
----------------__ --- --- --
------ ----
Check 44140 175.00
175.00
Total Received 175.00
Less Total Recordings: $75.00
Change Due ~1.00
Thank You
MARY OLBEROING -Register of Deeds
By: Beth C
Receipt# Date Time
0268380 10/09/2013 09:29a
L.1J ::. CENTER FOR
Ul EcoTechnology-
we make green make sense-
ENERGY EFFICIENCY PLAN
Project Location: Feinland Residence, Village Hill, Northampton MA
Conditioned Floor Area 2062 ftz
Volume 25775 W
Building Type Detached Single Family
Bedrooms 5 bedrooms
1.Assumptions for Preliminary Home Energy Rating
CET has completed a Preliminary Home Energy Rating with the following assumptions:
a) The construction plans you have provided are accurate, including window dimensions and locations.
b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009.
c) The home will be built to incorporate the following energy features:
Buildina;Envelope Specifications Used in Analysis
Foundation Walls R12 Superior Wall+R19 Fiberglass Batts Grade 1
Rim Joist 3"Closed Cell Spray Foam R20.5 Grade 1
Double stud wall: 2x4 framing with 2"gap
Above Grade Walls 2"Closed Cell Spray Foam (R-14)
and 7"Cellulose R-24.5 Grade= 1
Band Joist 3" Closed Cell Spray Foam R20.5 Grade 1
Windows U-value= 0.21 SHGC = 0.22
Glass Doors U-value= 0.29 SHGC = 0.29
Flat Ceilings—Second Floor 2x4 framing with 1"Closed Cell Spray Foam (R-7)
15"cellulose R-56 Grade= 1
Blower Door Test" 1.5 ACH50 or better*
Thermal Enclosure Rater Checklist Meet Checklist Requirements as verified by a HERS rater at pre-drywall
Parts 3 &5 and final inspection
Plumbing and L han call ftffts Specifications Used in Analysis
Heating Equipment 98%AFUE natural gas furnace
Cooling Equipment 18.5 SEER central air conditioner
Ductwork Located 100% inside conditioned space
82 CFM duct leakage or less—tested at rough in
Water Heating Equipment 0.94 EF natural gas on demand water heater
Bathroom Faucets and Showerheads Water Sense Labeled
ERV 70% sensible recovery, 50%total recovery
Whole House Ventilation 66-79 CFM, 40 watts
Minimum 20 CFM from each bathroom
Intake>10 ft from any exhaust and 4 ft above grade
Minimum 6"hard metal duct
Kitchen Exhaust Minimum 100 CFM measured exhaust
250+CFM nominal fan recommended
Page 1 of 2
ENERGY EFFICIENCY PLAN
Lighting &Appliances Specifications Used in Analysis
Lighting 100% high efficacy lighting
Refrigerator ENERGY STAR
Dishwasher ENERGY STAR
Clothes Washer Any new
2. Preliminary Home Energy Rating Results
Based on the assumptions described above,we have calculated the following Preliminary Home Energy Rating results.
Preliminary HERS Index: 44
Preliminary Improvement Over 2016 Mass. Reference Home v1: 51.6%-Tier III*
Estimated rebate: $4500 Tier 111 +$600 98% ECM Furnace+$500 SEER 18.5 air conditioner+
$800 0.94 EF on demand water heater+$500 Energy Recovery Ventilator+ $100 ENERGY
STAR= $7000*
Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to
changes in building plans, energy features installed in the home, RESNET standards, software changes, and other
factors.
3. Services Requested
CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these
activities based on the Price List attached to your Home Energy Rating Services Agreement.
• Stretch Energy Code compliance
• Mass Save Residential New Construction Incentives Tier III
• ENERGY STAR version 3.1 certification
• LEED for Homes v2008 verification
As part of these services, CET will verify whether your home meets the requirements of the applicable program.
I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the
assumptions are correct.
Signature: Date:
Printed Name: Company:
HERS Rater: Mark Newey, Date:2/12/16
Page 2 of 2-Please send signed form to the Center for EcoTechnology
Tel(413)586-7350 ext.242—Fax(413)586-7351 —c eennome(5ceionline.o�-
JOTUL
WARNING: If the information in these
instructions is not followed exactly,a fire or
explosion may result causing property damage,
personal injury or loss of life.
— Do not store or use gasoline or other
flammable vapors and liquids in the
vicinity of this or any other appliance.
— WHAT TO DO IF YOU SMELL GAS
• Do not try to light any appliance.
• Do not touch any electrical switch;do
not use any phone in your building.
•Immediately call your gas supplier
from a neighbor's phone. Follow the gas
supplier's instructions.
• If you cannot reach your gas supplier,call
the fire department.
Installation and service must be performed
by a qualified installer,service agency or
the gas supplier.
Jotul GF 200 DV IN — In the Commonwealth of Massachusetts,
a carbon monoxide(CO)detector shall
Direct Vent Gas Stove be installed in the same room as the
appliance.
This appliance may be installed in an aftermarket,
permanently located,manufactured home or
Installation and mobile home,where not prohibited by local codes.
This appliance is only for use with the types of gas
Operation Instructions indicated on the rating plate.A conversion kit is
supplied with the appliance.
W HOT GLASS WILL
C CAUSE BURNS.
US DO NOT TOUCH GLASS
UNTIL COOLED.
ITttertek NEVER ALLOW CHILDREN
TO TOUCH GLASS.
INSTALLER:Leave this manual with the appliance.
CONSUMER:Retain this manual for future reference.
139587_05 GF200DVIP1 January 2016
THIS OWNER'S MANUAL PROVIDES INFORMATION TO Installation Requirements for the
ENSURE SAFE INSTALLATION AND EFFICIENT,DEPENDABLE Commonwealth of Massachusetts
OPERATION OF YOUR FIREPLACE INSERT.PLEASE READ E INSTALLED BY
THIS PRODUCT MUST B
THESE INSTRUCTIONS IN THEIR ENTIRETY AND MAKE THEM A LICENSED MASTER B JOURNEYMAN
AVAILABLE TO ANYONE USING OR SERVICING THIS GAS PLUMBER OR GAS-FITTER WHEN
INSERT. INSTALLED IN THE COMMONWEALTH OF
DO NOT ATTEMPT TO ALTER OR MODIFY THE CONSTRUCTION MASSACHUSETTS.
OF THIS APPLIANCE OR ITS COMPONENTS. ANY i. If there is not one already present,
MODIFICATION OR ALTERATION WILL VOID THE WARRANTY, on each floor level where there are
CERTIFICATION AND LISTING OF THIS APPLIANCE. bedroom(s),a carbon monoxide detector
THIS HEATER MUST BE INSTALLED AND MAINTAINED BY and alarm shall be placed in the living
QUALIFIED SERVICE AGENCY. area outside the bedroom(s).The carbon
monoxide detector shall comply with
Suggested Tools for NFPA 720(2005 Edition).
Installation and Service 2. A carbon monoxide detector shall:
• External regulator(for Propane only) a) Be located in the room that houses the
appliance or equipment;
• Piping which complies with local code
• Manual shut-off valve- b) Be either hard-wired or battery T-Handle required in Massachusetts powered or both;and
• Sediment trap-if required by code c) Shall comply with NFPA 720(2005
• Tee joint • Flat head screwdriver Edition).
• Pipe wrench 3. A Product-approved vent terminal must
P i/4"nut driver be used,and if applicable,a Product-
• Pipe sealant • Gloves approved air intake must be used.
• io mm open end wrench • Safety glasses Installation shall be in strict compliance
• 1/2",7/16"open end wrench • TOUT-20 screwdriver with the manufacturer's instructions. A
• Phillips head screwdriver • Tin snips copy of the installation instructions must
remain with the appliance or equipment
at the completion of the installation.
PLEASE NOTE:
It is normal for smoke and odor to occur during NAMONAL
the initial stages of operation,depending upon FIREPLACE We recommend that
temperatures generated overtime.This"curing" INSTITUTE our gas products be
installed and serviced by
condition can be alleviated by promoting fresh professionals who are
air circulation within the immediate vicinity of certified in the U.S.by
the appliance. El the National Fireplace
CERTIFIED Institute®(NFI)as NFI Gas
WWW.n .,g Specialists.
Cam
t3as Ene v Eftlency I.Inp
Natural Gas V69.11%
°IQ
Propane / 68.97%
Resor an csa P4.1-0
x""811.. Jotul GF 200 DV IPI ^�
1 I
139587 05 GF2ooDVIPI lanuary2076
Table of Contents Jotul GF 200 DV IPI
Service Tools .............................................2 Lillehammer
Specifications............................................4
Unpacking the Stove ..............................4 Direct Vent Gas Heater
General Information................................5
Safety Information """'""""""""""'""""""5 Manufactured and Distributed by:
JOtul North America
6
Installation Requirements ..................... 55 Hutcherson Dr.
Location ................................................6 Gorham,Maine 04038
Hearth Protection ...............................6
Clearances.............................................6
Mantel &Trim ......................................7 Certified Test Standards
Alcove ....................................................7 This appliance complies with National Safety stan-
Venting Requirements........................8 dards and is tested and listed by Intertek Testing Ser-
Vent Restriction....................................8 vices of Middleton,Wisconsin to ANSI Z21.88-2014,
Termination Matrix.............................9 CSA 2.33-2014,CAN/CGA 2.17-M91,and CSA P.4-01.2
Baffle& Deflector Use......................10
Vertical Termination...........................11
Horizontal Termination....................14
Vent Terminal Clearances ................15 C 1 S
Fuel Conversion.......................................16
Gas Connection.......................................18 Intertek
Gas Pressure............................................19
High Altitude Adjustment...................19 Your stove has a unique serial number stamped on the
Optional Brick Panel Installation ......20 rating plate which is hung on the back.Please record
Optional Wall Thermostat...................20 the serial number in the space below.You may also wish
Log Set Installation................................21 to attach your purchase receipt to this page for future
System Check reference.
Flame Picture Adjustment...................23 MODEL NAME: Jotul GF 200 DV IPI Lillehammer
Operation .................................................24 SERIAL NUMBER:
Maintenance..........................................26
Glass Replacement............................26 DATE OF PURCHASE:
Optional Blower .....................................27 AUTHORIZED DEALER:
Appendix.................................................29
Wiring Diagram .................................�9 ADDRESS
Mobile Home Requirements ..........29 PHONE:
Illustrated Parts Lists...................30-33
Accessory Listing33 INSTALLER:
....................
Warranty Statement..............................34 FUELTYPE:
Lighting Instructions.............................35
FUELCONVERSION: NO YES
INTALLATION DATE:
INSTALLATION TECHNICIAN:
3
739587 05 GF200DVIPI January 2076
GF 200 DV IPI Unpacking your stove
Specifications CAUTION:Enamelled parts may be damaged if handled
without care.Use assistants to position the stove.Place
removed parts on a towel or other protective material.
Input Rates 1. FAMILIARIZE YOURSELF WITH THE VENTING
Natural Gas ,CLEARANCE
20,000 BTU/hr.maximum input AND OTHER INSTALLATION REQUIREMENTS IN THIS
11,000 BTU/hr.minimum input MANUAL BEFORE BEGINNINGTHE INSTALLATION.
Propane 2. SAFETY BARRIER SCREEN:
18,000 BTU/hr.maximum input This appliance is equipped with a Certified Remove
9,000 BTU/hr.minimum input Barrier Screen that must be installed before shipping
operating the unit.It is secured to the Bracket
Inlet Pressure: MIN MAX shipping pallet.Remove two screws and
Natural Gas: 5.0 WC (1.25 kPa) 7.o WC (1.74 kPa) break the attachment bracket offofthe
Propane: 12.0 WC (3.o kPa) 14.0 WC (3.48 kPa) frame at the perforation.
Manifold Pressure: MIN MAX The barrier assembly attaches to the stove
Natural Gas: 1.1 WC(.27 kPa) 3.80 WC (.95 kPa) front by engaging its brackets over the
Propane: 2.9 WC(.72 kPa) 11.0 WC (2.74 kPa) stove door hinge bosses.The barrier may be
• SIT Prof lame 1 Intermitent Pilot Ignition-120V/6o Hz installed with the stove doors either open or
closed.
• Steady State Efficiency: 72.92%NG/73.09%LP 3, Remove the Top Plate of the stove by simply lifting it
• AFUE Efficiency: 68.6% NG / 68.2% LP straight off of the stove body.
• CSA P4.1-02 Fireplace Efficiency: 4. To open the firebox,disengage the two Glass Frame
NG-69.11% LP-68.97% Latches located on top of the firebox.Pull each handle
• Factory Air Shutter Settings:NG-1/16" LP-1/8" forward to clear the latch from the notch in the frame
• Continuous Pilot Ignition Mode(CPI)is available and lift the frame straight up out of the stove.
• Power Requirement: 120 VAC 5. Connect the battery box wire leads to the black and
AC/DC Power Adaptor,High Temperature/7V red DFC harness connectors under the back of the
Back-up Battery Pack:4,AA-1.5V stove. Tuck the connected wire harness up into the
slot on the DFC bracket as shown in Fig 47,page 24.
• Ambient Temperature Range:32-12YF (o-5O•C) Install the backup batteries into the battery box and
attach the box to the hook and loop tape on the
__® bottom of the gas valve.See fig.48a on page 25.
6. Connect the AC/DC Power Adaptor to the terminal on
15 1/16" 17 3/16" the left of the DFC module mounting bracket as shown
383 mm 437 mm in Fig.48a.Connect the power adaptor to 110 VAC
house current.
7. INSTALL ACCESSORIES BEFORE LOCATING THE STOVE
IN ITS FINAL POSITION.Follow the instructions in this
22 3/4" manual or those included with the accessory items.
578 mm-- � Height Dimensions
13 5/8" with Optional Long Legs: 21 7/16"
321 mm add 214 in.(57 mm) 544 mm
Requires
5/8-to-4/6
Vertical Vent
Adaptor Kit,
IT
#157674
25" cre
18" 635 mm B er
457 mm 18"
457 mm
4 3/16" 6"
106 mm 152 mm
9 5/16" L 22" 26 13/16"
237 mm 559 mm 681 mm
5/8 Venting off Rear 4/6 Venting to Vertical
4
739587_05 GF2ooDVIPI January2076
Hardware Bag Contents
• Fuel Conversion Kit-LP............................................157669
• Rock Wool,1oz.............................................................157259 Safety Information
• Wall Shield...................................................................225426
• Air Deflector...............................................................225092 ■ Due to the high operating temperatures this appliance
• AC/DC Power Adaptor..............................................225492 should be located out of traffic and away from
• Battery Box..................................................................224262 furniture and draperies.Maintain proper clearance tocombustible mantels and fireplace trim.
• 1.5v AA Batteries,4 ■ Children and adults should be alerted to the hazards
of high surface temperatures and should stay away to
General Information avoid burns or clothing ignition.
■ Young children should be supervised while they are
■ THIS HEATER MUST BE INSTALLED AND MAINTAINED in the same room as the appliance. Toddlers,young
BY A QUALIFIED SERVICE AGENCY. children and others may be susceptible to accidental
contact burns.A physical barrier,such as a child
■ The installation and repair of this appliance must be guard,is recommended to be used if there are at-risk
done by a qualified service person. Failure to properly individuals in the house.To restrict access to a fireplace
install and maintain this heater could result in an or stove,install an adjustable safety gate to keep
unsafe or hazardous installation,which may result in toddlers,young children and other at-risk individuals
a fire,explosion,property damage,personal injury or out of the room and away from hot surfaces.
loss of life. ■A barrier designed to reduce the risk of burns from the
■ This appliance should be inspected before use and hot viewing glass is provided with this appliance and
at least annually. More frequent cleaning may shall be installed for the protection of children and
be required due to excessive lint from carpeting, other at-risk individuals.
bedding material,etc. It is imperative that control ■ If the barrier becomes damaged,the barrier shall
compartments,burners,and circulating air be replaced with the manufacturer's barrier for this
passageways of the appliance be kept clean.See appliance.See fig.72,page 34 for part numbers.
Maintenance,page 27,for details. ■ Any safety screen,guard,or barrier removed for
■ THIS APPLIANCE MUST NOT BE CONNECTED TO A servicing an appliance must be replaced prior to
CHIMNEY OR FLUE SERVING ANY OTHER APPLIANCE. operating the appliance.
■ The installation must conform to local codes. Your ■ Clothing or other flammable materials should not be
local Jotul dealer can assist you in determining placed on or near the fireplace.
what is required in your area for a safe and legal ■ Never allow anyone to use the fireplace if they are
installation. Some areas require a permit to install unfamiliar with its operation.
a gas burning appliance. Always consult your local
building inspector,or authority having jurisdiction,to ■ NEVER store or use gasoline or any other flammable
determine what regulations apply in your area. vapors or liquids in the vicinity of this appliance.
■ CODE COMPLIANCE: Your local officials have final ■ Never burn any solid materials(wood,cardboard,paper,
authority in determining if a proposed installation coal,etc.)in this appliance.Use with natural gas or
is acceptable. Any requirement that is requested by propane fuel ONLY.
the local authority having jurisdiction,that is not ■ Do not slam or strike the glass panel.
specifically addressed in this manual,defaults to local ■ This appliance is NOT for use with aftermarket glass doors.
code. In the absence of local codes,the installation ■ Wear gloves and safety glasses while installing or
requirements must comply with the current edition performing maintenance procedures on this appliance.
of National codes. In the U.S.,these requirements
are established in the National Fuel Code,ANSI
Z223.1.(NFPA 54)current edition. In Canada,the
codes have been established in CAN/CGA B149 Fuel
Installation Code,current edition..
■ DO NOT OPERATE THIS STOVE IF ANY PART HAS BEEN
UNDERWATER. Call a qualified service technician to
inspect the heater and to replace any part of the con-
trol system and any gas control which may have been
under water.
5
,
739587 o5 GF zoo DV IPI January 2076
Installation Requirements
Location
In selecting a location for the stove,consider the i8"
following points: (457 mm)
1) Heat distribution l
z) Vent termination requirements L
3) Gas supply line routing 24
4) Traffic areas,furniture,draperies,etc. (609 mm)
The GF zoo DV IPI may be located on or near conven- Figure i.Suggested hearth dimensions shown are
tional construction materials,however,proper clearance slightly larger than the minimum requirement.
to combustibles must be maintained in order to provide
adequate air circulation around the appliance. Also,it is
important to provide adequate access around the stove
for servicing and proper operation. Stove and Vent Clearance
The clearance and hearth specifications listed in this
manual are the minimum requirements for combustible Requirements
material.A combustible material is anything that can The clearances specified and diagrammed here are
burn(i.e.sheet rock,wall paper,wood,fabrics etc.).These established from the stove body.The safety barrier has
surfaces are not limited to those that are visible and also no affect on clearances to combustible material.
include materials that may be located behind non-com-
bustibles. The Wall Shield provided in the hardware package may
If you are not sure of the combustible nature of a be used to obscure the Vent Adaptor.The shield has no
material,consult your local fire officials. Remember,"Fire impact on clearances to combustible material.
Resistant"materials are considered combustible:they are
difficult to ignite,but will burn. Also,"fire-rated"sheet Minimum Clearances from the Stove to Combustibles:
rock is considered combustible. Measured from the stove top plate.See figs.2-6.
Rear: o" (o mm)
Ceiling: 181/2"(470 mm)
Corner: 2" (50 mm)
Floor Protection Sides: 3" (76 mm)
This appliance CANNOT be installed directly on carpeting,
vinyl,linoleum or wood laminate flooring,such as Pergo . Minimum Clearances between Vent Pipe and
If this appliance will be installed on any combustible Combustible Materials:
material OTHER THAN WOOD,a floor pad must be in- Horizontal Run:
stalled that is either metal,wood,ceramic tile,stone,or a Off the top of the pipe 2" (50 mm)
listed hearth pad. This floor protection must extend the
full width and depth of the appliance. It is not necessary Off the sides and bottom 1" (25 mm)
to remove carpeting,vinyl or linoleum from underneath Vertical Run:
the floor protection.See fig.1. All sides 1"(25 mm)
Alcove Installation
Maximum Alcove Depth: 24"(610 mm)
Minimum Alcove Width: 28 3/4"(730 mm)
Minimum Alcove Ceiling Height
from floor: 421/2"(1080 mm)
6
139587 o5 GF2ooDVIPI JanuarY2076
Max.Mantel
Depth
............. ..........
9.51
011 Min.Mantel
0 Mrn Depth
Top Trim
....... Depth 1-
3' A C t
76 mm
Figure 2.
Parallel Installation Clearances. T _J1
45' Max. 12"
Elbow (305 mm)
A 521/2 in.(1333 mm) E 461/z in.(1181 mm)
See Note F B 51 in.(1295 mm) F 4 14 in.(ioEl mm)
Fig.23 C 491/2 in.(1257 MM) G 25in.(635 mm)
2" D 48 in.(1z19 mm) Long Legs:27 V4 in.(692 MM)
(51 mm) Figure 5.
Mantel Clearances-stove flush with fireplace face.
Wall
Thimble
and Trim Max.Mantel
Collar Depth
95"
7
�- 05"
2'
(51 mm) L- Min.Mantel
35 Depth
Max.Top Trim
Figure 3. Depth=1"
Comer Installation with one elbow requires 518 vent.
F
A ; E '
B
�0" 0 imm
24
610 mmMax.
6 1/27
A 511/2 in.(1308 mm) E 451/2 in.(1156 mm)
B 50 in.(1270 n1m) F 17 34 in.(451 mm)
C 481/2 in.(1232 MM) G 25 in. (635MM)
28 31C1 730 mm D 47 in.(1194 mm) Long Legs:271/4 in.(692 MM)
Figure 6.
Figure 4. Mantel Clearances-stove set back into fireplace,6 112"max.
Minimum Alcove Clearances.
7
i39587_o5 GF zoo DV IPI Jon uaryzo76
Venting Requirements Vent Restriction
The Jotul GF zoo DV IN gas stove may be installed with The GF goo DV IN is equipped with an Exhaust Restrictor
a vertical or horizontal termination and must conform to Plate which enables you to regulate the flow of exhaust
the configuration requirements described below. gas.The plate prevents overly strong draft that can
This appliance is approved for use with vent systems cause poor combustion and weak flame picture.Follow
the guidelines below,and on the following pages,to
from the following manufacturers: determine the correct restrictor plate setting for your
• M&G DuraVent,Inc. (Direct Vent Pro Series)
American Metal Products(Amerivent) particular installation configuration.
•
• Security Chimneys International,Ltd.(Secure Vent) Exhaust Restrictor
• Selkirk Metalbestos(Direct Temp) The Exhaust Restrictor is an adjustable shutter located
• Metal-Fab,Inc.(Direct Vent) within the firebox exhaust outlet.It is adjusted by moving
• Industrial Chimney Corp. (ExcelDirect) a pivot pin from the factory-set,fully OPEN(no restriction)
• Bernard Dalsin Mfg.(Pro Form) to fully CLOSED,(full restriction).The Minus and Plus
Use parts of one manufacturer only-DO NOT MIX signs on the dial relate to degrees of restriction,from less
VENT COMPONENTS FROM DIFFERENT MANUFACTURERS to more.See Fig.8.The five lettered positions correlate to
IN THE SAME SYSTEM. the termination zones(A,B,C,D,E)diagramed in figure 9.
Installation of any components not manufactured Use the diagram to determine the degree of restriction
or approved byJotul or failure to meet all clearance and shutter settingyou should use.
requirements will void all warranties and could result in
property damage,bodily injury,or serious fire. Adjusting Exhaust Restrictor Plate:
The approved vent configurations described 1. Use the Vent Termination Matrix to determine which
in this manual are derived from extensive testing setting position to use.
under controlled laboratory conditions.Gas appliance z. Lift the Top Plate from the stove.
performance can be negatively affected by variables
present in the installation environment,Le:atmospheric 3• Locate the restrictor adjustment dial on the top of the
pressure,strong prevailing winds,adjacent structures and exhaust outlet.Use a 1/4"nut driver to loosen the lock
trees,snow accumulation,etc.These conditions should be nut and pivot the dial to the position appropriate to
taken into consideration by the installer and stove owner your termination zone. See figs.8 and g.
when planning the vent system design. 4. Tighten the lock nut and replace the Top Plate.
IMPORTANT Approved Horizontal
• JOINT SEALING REQUIREMENT: and Vertical Vent Terminations
APPLY A 1/8"BEAD OF HIGH-
TEMPERATURE SEALANT • Up to four 45•or two go*elbows are permitted
OR MI L-PAC®TO THE MALE in addition to the starter elbow.A horizontal run,
SECTION OF THE INNER VENT however,must be reduced by 5 feet for each additional
PIPE. THE CEMENT SHOULD elbow,whether 45•or go•.
FORM A SEAL BETWEEN THE • NOTE:Long vent runs(over 12 ft.)in uninsulated air
INNER AND OUTER PIPES. t/ space may require operation in CPI mode for best
• NEVER MODIFY ANY performance.
VENTING COMPONENT, • ALLVENTING MUSTTERMINATE(END)WITHIN ONE OF
OR USE ANY DAMAGED THE DESIGNATED AREAS.
VENTING PRODUCT. • SET STOVE EXHAUST RESTRICTOR TO THE POSITION
• THE GAS APPLIANCE AND Figure 7. THAT CORRESPONDS TO THE VENT TERMINATION
AREA IN THE MATRIX.When termination is exactly
VENT SYSTEM MUST BE on a division line,use the less restrictive position.
VENTED DIRECTLY TO THE For example,if termination is at 11 ft./3ft.,restriction
OUTSIDE OF THE BUILDING AND NEVER ATTACHED TO should be set at Position D.
A CHIMNEY SERVING A SOLID FUEL OR GAS BURNING The circled letter designations in the vent matrix in
APPLIANCE. EACH DIRECT VENT GAS APPLIANCE MUST figure g correspond to the Exhaust Restrictor dial settings
HAVE ITS OWN SEPARATE VENT SYSTEM. COMMON on the stove. First,determine which vent termination
VENT SYSTEMS ARE PROHIBITED. zone is appropriate foryour installation,then adjust the
• IF VENTING SYSTEM IS DISASSEMBLED FOR ANY restrictorto the corresponding position as shown in figure g.
REASON,REINSTALL PERTHE INSTRUCTIONS PROVIDED
FOR THE INITIAL INSTALLATION.
8
89587 o5 GF zoo DV IPI January2076
E
D
C
A B
Figure 8. Use t/4"socket driver to loosen the Exhaust Restrictor dial and adjust as appropriate foryour termination zone.
20 6.09
NO
15 TERMINATION
---4.57
z ..
m
. .
W
10 D 3.04
J
v . .
W
~ 6 . . . . . .' B 1.82 Z
LL! 5 1.52
> 4 ;•' 121
3 O _ .91
2 .60
NO NOTE:
TERMINATION
4/6 VENT MAXIMUM
RUN DIRECTLY OFF
. 10(3 05 t. (157 m REAR TO HORIZONTAL
(1.22
TERMINATION IS 6 INCHES.
HORIZONTAL RUN
Figure 9. Vent Termination Zone Matrix- NG/LP
9
139587_o5 GF2ooDVIPI January2076
Exhaust Baffle /Air Deflector Use
Air flow throughout the burner and firebox is critical ,
to efficient combustion as well as promotion of a
vibrant flame picture. The GF 200 IPI is supplied with
a 2-piece baffle assembly and two air deflector plates
that are intended to provide optimal performance with
either natural gas or propane in a variety of venting
configurations.Use the chart below to set up the firebox
appropriately for your particular installation.See also figs.
10-12.
Secondary Baffle Use-Fig.11 Ll
Fuel Termination Vent Installed Removed
NG Horizontal 4/6 X
NG Vertical 4/6 X
LP Horizontal 4/6 X Figure io.
LP Vertical 4/6 X Remove M6 nut from the Primary Baffle support stud.
NG Horizontal 5/8 X
LP Horizontal 5/8 X
Skirt Cover Plate Use-Fig.12 Remove and Secondary Baffle
Install Air -----"-"--
Fuel Termination Vent Installed B -
Deflector
NG Horizontal 5/8 X
NG Vertical 4/6 X Primary Baffle
LP Horizontal 5/8 X
LP Vertical 4/6 X
Figure n.
Remove the Primary Baffle from Secondary Baffle.
Skirt Cover Plate
Figure 12.
Vertically Terminated 4/6 Vent.
Remove Burner Skirt Cover Plate and install
® Burner Skirt the Air Deflector to the underside of the
Burner Skirt.
,II Air Deflector
o
Skirt&Deflector
Assembly
10
89587 05 GFaooDVIPI JanuaryW76
Vertical Vent Termination
The Jotul GF zoo DV IPI can be vertically vented through
a ceiling or to a roof termination with the following
guidelines:
■ Vertically terminated vent runs require 4/6 vent pipe.
Use Vertical Vent Adaptor Kit 157674.See figs.13 and 14.
■ Remove the Burner Skirt Cover Plate and install the Air
Deflector plate to the underside of the Burner Skirt as
shown in fig.tz.
■ The termination should fall within the shaded areas of
the grids depicted in the Vent Matrix,fig.9,page 9.
■ Total run must not exceed Zo ft.(6.og m).
Figure 73. Remove rear shroud to access the Adaptor Collar.
■ Vent Terminus Clearance:In no case shall any
discharge opening on the cap be less than 18 in.
(457 mm)horizontally from the roof surface.See fig.15.
■ Steep roofs,nearby trees,and predominantly windy
conditions can contribute to poor draft and/or
promote draft reversal.Increasing the height of the
-- 4
vent may alleviate these conditions.
■ Use Wall Straps to support an offset pipe run at
intervals of three feet to avoid excessive stress on the - - ----
offsets.
Use magnetic
■ Elbows:Four 45°,or two go*elbows may be used. retrieval tool to keep
Do not include the 45"elbow attached to the stove. screwsforreuse.
Whenever possible use 45°elbows instead of gc°
elbows as they are less restrictive to exhaust gas and
intake air flow.
■ A firestop is required at every floor. The floor opening Figure 74. Remove the 5/8 Adaptor Collar components and
should be framed to io"X io"inside dimension. replace with the 4/6 collar parts.
■ Any venting that is exposed in living space above the
first floor must be enclosed.Always maintain the
required 1"clearance from all sides of the vertical vent Horizontal Overhang _
system.Insulation in attic space must be retained by
an insulation barrier. 18" 18" cc�
min. min.
Lowest Discharge
Termination 1 Opening
Cap
18"min.
Figure 75.
Vertical vent termination height above roof.
n
i39587_o5 GF2ooDVIPI Januay2M6
Co-linear Vent Installation #991 High
Wind Cap
The GF 2oo DV IPI may be vented through a masonry or Exhaust Gas
Class A prefabricated chimney using a Co-linear Flexible Intake
Vent system approved for use with a solid-fuel burning Max.Co-linear Air
fireplace.When installed in the manner described Height-35 ft.
below,this system can improve the performance of the (,o.bb m)
appliance in cold climate situations,as well as simplify
the vent installation.See fig.16. Min.co-linear
Height-io ft.
Consult with the local code authority having (3-04 m)
jurisdiction before proceeding with this type of
installation.
Refer to the vent manufacturer's instructions for specific
installation requirements.
These installation requirements must be followed: `�'•_
_.
■ Vertically terminated vent runs require 4/6 vent pipe.
Use 4/6 Vent Adaptor Kit 157674.See figs.13-14-Use the
guidelines for vertical termination on page ii.
■ The chimney flue must be thoroughly cleaned and +!
inspected by a qualified chimney service person. J' The Air
Intake Flex
■ In a masonry chimney,a fireclay liner must be present pipe must
the entire length of the chimney. extend
■ Prefabricated chimne s must be UL 10 or ULC S-62 The chimney
beyond the
y 3 9 must be sealed Dual 3" damper.
listed and have a minimum INSIDE diameter of 6 Flex Liners
off from the
Inches,(150 mm). room by steel --
■ No appliance can be installed into a chimney flue plate at the
serving any other appliance of any kind. damper area.
■ THE AIR INTAKE FLEX PIPE MUST EXTEND 6 FEET BEYOND
THE DAMPER AREA OFTHE FIREPLACE.
■ If the intake flex duct does not extend the full length
of the chimney and connect to both the unit and the _ Max..
termination cap, A METAL BLOCK OFF PLATE MUST 24"
6o mm
BE CONSTRUCTED AND INSTALLED ABOVE THE UNIT
PRIORTOTHE END OFTHE INTAKE FLEX AND MUST Figure 16. Co-linear Adaptor installed through a masonry
COMPLETELY SEAL THE CHIMNEY FLUE FROM THE chimney. Simpson Dura-Vent components shown.
ROOM.
If there is enough vent length and room in the flue,
adding a return loop in the air intake run will help
prevent draft reversals that can cause cold start
problems.
WARNING:FAILURE TO POSITION THE PARTS AND 211/2*
STOVE IN ACCORDANCE WITH THESE DIAGRAMS Figure 77. 18" 546 mm
OR FAILURE TO USE ONLY PARTS SPECIFICALLY Simpson Dura-Vent 451 mm
APPROVED FOR USE WITH THIS APPLIANCE MAY #923GCL Co-linear
ywq-id
RESULT IN PROPERTY DAMAGE OR PERSONAL Adaptor.
INJURY.BE SURE TO MAINTAIN THE CLEARANCES TO
COMBUSTIBLES SPECIFIED IN THIS MANUAL AND
IN THE INSTRUCTIONS PROVIDED WITH EACH VENT NOTE:THIS VENT CONFIGURATION MAY REOUIRE THE
COMPONENT. APPLIANCE BE OPERATED IN CPI MODE TO ASSURE
ADEQUATE DRAFT AND PROPER PERFORMANCE.
12
B9587__oSm2000vmJanuory2oi6
Masonry KXKPrefabricated Chimney
Conversion
IMPORTANT NOTICE mh =$
IN THE U.S.,THE USE OF AN EXISTING CHIMNEY AS Vertical Termination Cap
AN AIR INTAKE IS NOT COVERED UNDER THE ANSI CapAdaptor
Z2i.88-i999-CSA 2.33-M99 TEST METHODS AND Intake Air
RESULTING ITS/WHI PRODUCT CERTIFICATION.THE
CODE AUTHORITY HAVING JURISDICTION MUST
BE CONSULTED PRIOR TO PROCEEDING WITH THIS
INSTALLATION METHOD.
THIS INSTALLATION IS NOT APPROVED IN CANADA.
The GFzomDVIPI isapproved for use with components 4"Flex Pipe
ufSimpson DuraVentChimney Kit 46DVA'%N\[and not includedUse Standard
46[VA'K[Tinamasonry chimney oraKits 46[VA-K[A_ '''kit
Simpson
46D\A'K[B.and 46D\0.-KC[for prefabricated solid fuel
ProSeries Pipe
listed chimneys. Support/Wall from stove to
These installation requirements must befollowed: Thimble com
00Vertically terminated vent runs require 4/6vent pipe.
Use 4/8Vent Adaptor Kit v5J674'See figs.x3-14'
NNUse the guidelines for vertical termination shown on
page ii.
NN |nmasonry chimney,afireclay liner orlisted steel liner,
must bepresent the entire length ofthe chimney.
NN Chimney height should not exceed zoft.(6.ogm). Figure/fiVent System through amasonry chimney
using the Simpson Dura-Vent Chimney Conversion Kits.
NNThe liner must have aninside dimension of6^round or Drawing isfov0��tnr�mcpu�x�eson/v DONOT VENT
greatergreater. Tk�JAPpLICES� � INTO ASINGLE CHIMNEY
NNPrefabricated chimneys must beUL1uJorULC S'6zg
listed and have aminimum INSIDE diameter of6inch-
es,(1Somm).Prefabricated chimneys must belisted for
the specific Simpson Dura-Vent Chimney Conversion
Kits noted above.
`
`J
139587_05 GF200DVIPI January 2076
Horizontal Termination
■ Exhaust Restriction:Under normal circumstances,no
exhaust restriction is recommended.Set the restriction 152 MM
shutter to Position A-fully open,fig.8,pg.9.
Figure ig.
■ Any horizontal termination must fall within the shaded 4/6 Vent-
portion of the vent window matrix shown in fig.9. Minimum/Maximum run
■ Use of 4"x 6 5/8"vent horizontally terminated, for horizontal termination.
requires that the Secondary Exhaust Baffle be
removed.See figs.21-22. or
■ Horizontal termination requirements:
1) If no vertical run,the minimum horizontal run is 6 in.
Min:6"/(152 mm)
2) If no vertical run,the maximum horizontal run is 48 in. Max:48"(122 mm)
3) Maximum vertical run is 20 ft.
4) With anyvertical run,the maximum horizontal run is1SfL
■ Up to four 45°or two go"elbows may be used in
addition to the starter elbow.The horizontal run ®®
must be reduced by 5 feet for each additional elbow,
whether 45°or 90°.
■ The horizontal termination cap must maintain a 3"
clearance to any overhead combustible projections Figure 20.
21/2"or less.It must also maintain 12"clearance from 5/8 Vent-Minimum/Maximum horizontal vent-
projections exceeding 21/2". See fig.24. no vertical run. M4 inch(6mm)rise perfoot is required.
■ Wall Cut-out Opening:A minimum 10"X 10"(250 mm
X 250 mm)square hole is required for proper pipe
clearances through a combustible wall.
DO NOT FILL AIR SPACE WITH ANY TYPE OF INSULATION.
■ Any horizontal run of vent must be level or have a
1/4 in.rise for every foot of run toward the termination
cap.NEVER ALLOW THE VENTING TO RUN DOWNWARD
FROM STOVE TO TERMINATION;DOWNWARD VENT
RUNS TRAP HEAT AND CAUSE HIGH TEMPERATURES TO
DEVELOP WITHIN THE VENTTHAT COULD START A FIRE.
■ Install a Vinyl Siding Standoff(Simpson Dura-Vent
#950)between the vent termination and an exterior
wall covered by vinyl siding material to prevent p
potential heat damage to the siding.
Figure 21.
■ Direct vent terminals may not be recessed into a wall Use U2"(70 mm)socket to remove nut from Primary Baffle
or siding.
stud.
Secondary Baffle
e9a ----------
8>--- 8 -- -- ------
Primary Baffle
Figure 22.
Use t/4"(6 mm)socket driver to remove Primary Baffle
from Secondary Baffle.
14
..mss..
739587_05 GF2ooDVIP1 Jan1Jary2o16
Horizontal Termination Clearance
(NSI'TAIL
CORNER
rG 12" &
305
3"
' mm 76 mm
ic
arEw+eie •---N—
a6 A L K Figure 24.
Termination Clearance
to overhangs.
--�-Vent-Terminal— — it up rmir�ts--Prtifii i in is r
Figure 23.23. Vent Terminal Clearances,Canada and United States
Canadian Installations 1 U.S.Installationsz
A Clearance above grade,veranda,porch,deck, 12 in.(30 cm)
or balcony iz in.(30 cm)
B Clearance to window or door that may be 12 in.(3o cm) 9 in.(23 cm) We recommend 12 in.to prevent
opened condensation on a window.
C Clearance to permanently closed window 12 in.(30 cm) 9 in.(23 cm) We recommend 12 in.to prevent
condensation on a window.
Vertical clearance to ventilated soffit located
U above the terminal within a horizontal
distance of z ft(6o cm)from the center line 18 m,(46 cm) 18 in,(46 cm)
of the terminal
E Clearance to unventilated soffit 12 in,.(46 cm) 12 in,.(46 cm)
F Clearance to outside corner 12 in,.(46 cm) 9 in.(23 cm) We strongly recommend 12 in.
particularly where strong winds prevail.
G Clearance to inside corner 12 in,.(46 cm) 9 in.(23 cm) We strongly recommend 12 in.
particularly where strong winds prevail.
H Clearance to each side of center line 3 ft.(91 cm)within a height 15 ft.above the
extended above a gas meter or regulator meter/regulator assembly
1 Clearance to service regulator vent outlet 3 ft.(91 cm)
Clearance to nonmechanical air supply inlet
J to building or the combustion air inlet to 12 in.(30 cm) 9 in.(23 cm)
any other appliance
K Clearance to a mechanical air supply inlet 6 ft.(1.83 m) 3 ft.(91)cm above if within 10 ft.(3 m)
horizontally
L Clearance above paved sidewalk or paved
driveway located on public property 7 ft.(2.13 m)3 s
M Clearance under veranda,porch,deck,or
balcony 12 in.(30 Cm)4 12 in.(30 cm)4
LNClearance to propane tank relief valve and
filler connection 5 ft.(1.52 m)s / io ft.(3.05 m)6 5 ft.(1.52 m)s / 10 ft.(3.05 m)6
i)In accordance with the current CSA 8149.1,Natural Gas and Propane 3)A vent shall not terminate directly above a sidewalk or driveway
Installation Code. which is located between two single family dwellings and serves both
2)In accordance with ANSI Z223.1/MNPA 54,National Fuel Gas Code dwellings.
' For clearances not specified in ANSI 2223.1/NFPA or CSA B149.i, the 4)Permitted only if veranda,porch,deck,or balcony is fully open on a
clearance will be in accordance with local installation codes and the minimum of two sides beneath the floor
requirements of the gas supplier. 5)Minimum clearance to tanks not filled on site.
6)Minimum clearance to tanks filled on site from bulk truck.
15
139587_05 GF 200 DV 1P1 January 2oi6
Ca _-
Fuel Conversion ed from the factory
The GF 20o DV IPI gas stove is Shipp as is to ---`" --�
equipped to burn NATURAL
nceRrnustfirst beonly. if onNertedfor
be used as fuel,the appy 66 included with the
using Propane Conversion Kit 157669 0 to change
stove.Use Natural Gas Conversion Kit 157670
back for use with natural gas-
WARNING:
WARNING:
THE CONVERSION KIT IS TO BE INSTALLED BY
AN AUTHORIZED J(pTUL SERVICE TECHNICIAN
e
IN ACCORDANCE WITH THE MA
INSTRUCTION AND ALL CODES AND
REQUIREMENTS OF THE AUTHORITY HAVING
JURISDICTION. FAILURE TO FOLLOW THESE
INSTRUCTIONS COULD RESULT PROPERTY DAMAGE. HE QUALIFIED Figure 25. then
IES
INJURY pR
Tilt the burner skirt forward from the rear,
AGENCY
R LITY ORTH SCONVERSION Mtwist end first out through the door opening.
IN CANADA:
THE CONVERSION SHALL BE CARRIED OUT
IN ACCORDANCE WITH THE REQUIREMENTS
JURISDICTIONOF THNCIAL AUTHORITIES AND N ACCORDANCE WITH THE
REOOF THE CANt-6149.1 AND.2
REQUIREMENTS
INSTALLATION CODE.
Tools required: well socket,
1/2"Open ended wrench ordeep-
. TarxT20 wrench 3P '
1/4"socket driver or spade screwdriver
7/16"open-end wrench.
Figure 26.
Conversion Kit Contents: Loosen the wing nut and push the shutter stem
1,regulator tower labeled for either LP or NG full,to the rear to disengage the burner.
2,regulator tower screws
1,burner orifice(1.20mm-LP / 2.tamm-NG}
Label A-to be completed and applied to
the back of the stove elate
• Label B-apply to the stove's Rating
Small valve label-apply to valve body .._.__.e.__...-- .......... ....
Figure 27.
use a 114socket driver to remove two sheet meta
" screws
to lift burner out of the firebox.
16
739587 os GF20o DV IPI Januaryzoi6
Fuel Conversion Procedure
1. Turn off gas supply to stove.
2. Remove the stove Top Plate.
ii
3. Disengage the two Glass Frame Latches and lift the
glass panel frame up and out of the stove. %
4. If installed,remove the Embers and Log Set using care
not to damage the fragile log parts.
5. Lift out the Burner Skirt.See fig.25. CUD
6. Reach under the stove and loosen the Air Shutter 0
wingnut.Pull the shutter stem back to ease burner
removal.See fig.26
7. Lift out the Burner Plate with removal of two screws
from the firebox floor.See fig.27.
8.CHANGE THE INTEGRATED DUAL-FUEL PILOT ORIFICE: Figure 28.Use a 114"socket driver to loosen two screws
a) Loosen two sheet metal screws to pivot the Pilot and pivot the Pilot Shield out of the way.
Shield out of the way as shown in fig.28.
b) Use the 7/16"wrench to just loosen the pilot head
enough to push in the adjustment slide.See fig.29.
LP:push tab to left(red LP indicator is exposed).
NG:push tab to right
9. Change the Burner Injector.See fig.30.Using a 1/2"
open end wrench or deep-well socket remove the
burner orifice from its brass elbow housing and replace
with the appropriate orifice supplied in the kit.
io.Replace the Burner Plate.Engage the burner tube with
the Air Shutter assembly.Be sure the burner is level and
secure it to the four support brackets with the screws
previously removed.
11. Replace the Valve Regulator.Using a Torx T-20
screwdriver,remove the screws from the front of the Figure el Integrated
regulator. Remove the regulator components and dual fuel pilot orifice-LP Figure 3o. Replace the
replace with the one from the conversion kit.See fig.31. position shown. Burner injector.
12.Install the identification labels to the stove so that they
can be seen by any person who may be servicing the
stove.
Label A:apply to back of stove ," —•
Label B:apply to the rating plate attached to the back of ✓ " ,
the stove.
Small Conversion Label:apply to valve.
13.Reassemble the stove,apply gas to the system and
check for leaks using a soapy water solution or digital
gas detector.
NEVER USE AN OPEN FLAME TO CHECK FOR GAS LEAKS. valve Body
r'
Diaphragm ..
3
x Al's
Figure 31. Regulator Tower
Regulator tower replacement.
17
T39587_o5 GFzooDVIPI Januaryzoi6
Fuel Conversion,contd.
15.Correct gas pressure is essential for efficient and safe
operation of this appliance. Use a manometer to check
pressures as specified in the Gas Pressure section of OPEN
this manual(page 19).
16. Adjust the Air Shutter.You will need to position the
shutter to provide agas/air mixture that will achieve
0 0
the best flame picture with your particular installation.
Pushing the stem back will restrict air,while pushing
it forward will open the shutter and increase air.With ® s
some experimentation,you will find the shutter posi-
tion that works best for your installation.Start at the
following positions for the appropriate fuel:
Propane-1/8" (4mm) Figure 32.
Natural gas- 1/16" (2mm) Pull the shutterforward to increase primary air.
ALWAYS REFER TO THE LIGHTING INSTRUCTIONS ON Push back to restrict air.
THE INSIDE BACK COVER OFTHIS MANUAL WHEN
LIGHTING YOUR STOVE.
Leak test:
1. Mix a 50-50 solution of water and dish
Gas Supply Connection soap.
2. Light appliance-see lighting instructions
NOTE:If appropriate,install the optional forced air on the inside back cover of this manual or
blower before connecting the gas line,to prevent on the stove's rating plate.
clearance interference between the two.
3. Brush or spray all joints and connections
The gas supply line connection is made to the left with the soapy water solution.
side of the valve.The gas supply line should be 3/8"npt
with a 1/2"diameter supply,or the appropriate size to 4. If bubbles appear at any connection or
provide sufficient gas pressure to the valve regardless seam or a gas odor is detected,imme-
of the input setting. diately turn gas control knob to the OFF
The use of Flexible Gas Appliance Connectors is position.
acceptable in many areas in the U.S.However,Canadian 5• Tighten or reconnect the leakingjoint
methods vary depending on local code. and retest for any gas leaks.
ALL INSTALLATIONS MUST COMPLY WITH LOCAL
CODE OR IN THE ABSENCE OF LOCAL CODE,MUST
COMPLY WITH THE MOST RECENT EDITION OF THE
NATIONAL FUEL GAS CODE ANSI Z223.1/NFPA 54 OR 3/8"NPT x 3/8"
CAN-6149. 1/2"x 3/8"Flare Flare Fitting
All codes require a gas shut-offvalve(gas cock)and Shut-off Valve
union,to be installed in the supply line,and in the same
room as the appliance.This allows for the disconnection
of the stove for servicing and maintenance.See fig.33• 3/8"Flex Tubing
AT-HANDLE GAS COCK IS REQUIRED IN 3/8"Nipple
MASSACHUSETTS TO COMPLY WITH CODE 248CMR.
}
Secure all joints tightly using appropriate tools and Gas Stub 3/8"Union
sealing compounds.For propane units be sure to use com- 3/8"Close Nipple
pounds that are propane resistant.Turn on gas supply and Valve but-off
test for as leaks using a soapy water solution.Never use 1/2"x er
g g PY Reducer
an open flame to check for leaks.
Figure 33. Supply valve connection fittings.
18
895$7 05 GF200DVIPI lanuaryzoi6
Gas Pressure High Altitude Adjustment
Correct gas pressure is essential for efficient and The decreased atmospheric pressure of higher
safe operation of the GF zoo DV IPI gas stove. It is altitudes affects heat value of gaseous fuels. Most
important that the correct pressure is established gas suppliers derate the gas intended for use at
at the time of the installation. Proper gas pressure elevations above 2000 feet.Check with your gas
provides a consistent flow of gas to the appliance and supplier before performing derate adjustment to
is instrumental in checking for gas leaks. the burner.If the gas supplier does not derate fuels,
Pressure Test: Attach a manometer to the install High Altitude Adjustment Kit 157675 for
appropriate test point on the valve.See fig.34.The Propane and Kit 157676 for Natural gas.
gauge connections are located on the front of the valve. U.S&Canada per
Connections are identified by: ANSI Z21.88-2014•CSA 2.33-2014,CAN/CGA 2.17
A- for Manifold Pressure(the amount of gas that At 610-1370 meters(2000-4500 ft.),the orifice size is
is coming out of the valve to the burner.) #46 for Natural Gas and#56 for Propane. See data
B- for Inlet or Supply Pressure(the amount of gas plate for additional information.At higher altitudes,
coming to the valve.) consult the local gas distributor or the authority
ALWAYS TEST PRESSURES WITH VALVE CONTROL having jurisdiction for proper rating methods.If the
KNOB SET ON HIGH. installer must convert the unit to adjust for varying
altitudes,the information label must be filled out
and applied to the appliance at the time of the
A conversion.
O O O �
® Derating Procedure
• Follow the steps for Burner Injector replacement
® in the Fuel Conversion procedure on pages 17-18.
Use the injector supplied with the adjustment kit.
O O Detailed instructions are also included in the kit.
B • Conduct gas leak and gas pressure tests as de-
Figure34. Pressure test points. tailed the preceding section.
• Conduct system check and flame picture adjust-
ments as specified on pages 22-23.
INLET GAS PRESSURES
(inches water column) INSTALLER:Fill out the appropriate information
MIN MAX and apply the high altitude conversion label provided
NATURAL GAS 5.0 7.0 to the rating plate on the appliance.See fig.35•
PROPANE 12.0 14.9
The appliance and its appliance main gas valve
must be disconnected from the gas supply piping
system during any pressure testing on that system
at test pressures in excess of 1/2 psig(3.5 kPa).
The appliance must be isolated from the gas This appliance has been converted for use at an
supply line by closing its individual manual gas altitude of
shut-off valve(gas cock)during any pressure testing Orifice Size: Manifold Press.
of the gas supply piping system that is equal to or Input Btu/Hr. Fuel Type
less than 1/2 psig(3.5 kPa).
MANIFOLD PRESSURES Date:—/—/— Converted by:
(inches water column) Cet appreeil a 6t6 converti au Injecteur
MIN MAX Pression A la tubulure d'alimentation
NATURAL GAS 1.1 3.8 D6oit calorifique
PROPANE 2.9 11.0
Figure 35.High Altitude Conversion Label.
19
7395x7 05 GF200DVlPilanWrY2076
Optional Brick Panel Kit 157666
Optional Wall Ther
I• Lift the Top Plate from the stove. mOstat
Use only a 750 millivolt DC two-wire circuit wall
750003
z. Disengage the two compression latches from the glass be placed in th
thermostat with this appliance.The thermostat should
frame at the top of the firebox and pull the glass frame feet off the floor frame
and out of the stave. a same room as the heater,
or.Avoid draft typically 5
3• Locate the retainer tabs in the u affect the accurner of each racy of the thermostatr any area that may
side of the firebox.Bend each retainer tab out enou h
to engage the side brick panels.See fi The thermostat should be connected to the
4. Install the Lower Panel. 9.36. g terminal block using a minimum of 16 au
Position it up against the back wall,resting maximum length of 25 feet of wire. gauge wire with a
burner skirt. g an the Connect the two thermostat wire leads to the
5• Set the U terminals on the block located to the left of the valve.Do
Upper Panel On the Lower Panel Hold the rear TO DISCONNECT ANY OTHER not aSCON ECten the connections. I .S e Figs.
NECESSARY
panels in place while setting the Left Side Panel under
its retainer tab and against the wall.Bend the retainer WIRES.See F; s
down to fully engage Far thermostatic Operation,set the On/Off/Stat 4$•
g ge the side panel. switch to the Stat position.Set the pilot mode to either
6. Engage the Right Side Panel under its retainer tab and IPI°r CPI.
seat it against the wa►i.Bend that retainer tab down to
secure the panel in place. At the thermostat,the two wires should be
connected to the two connection screws on the
thermostat base plate per the manufacturer's
instructions.
-------------- — Retainer Tab
CAUTION:
LABEL ALL WIRES PRIOR TO DISCONNE
THE CONTROLS. WIRING ERRORS CTION WHEN SERVICING
CAUSE IMPROPER OR
AFTER SERVIC
DANGEROUS OPERATION. ALWAYS VERIFY PROPER OPERATION
ING THE APPLIANCE.
BURNER
s�� SWITCH
oti
BATT OFF
6V DC
STAT
ti QFC TERMINAL OPTIONAL
7V DC
BOARQ BLOCK THERMOSTAT
POWER
SUPPLY _ — 0
------ Figure 37. Accessory wiring diagram.
Figure36- Install the Brick Panels. 1
20
739587 05 GF200DVIPI lanuary2076
Log Set Installation
Brick Kit Note: Install the optional Brick Panel Kit
157666 before installing the log set. See page 20 or the
instructions provided with that kit.
The GF zoo DV IPI log set must be installed before _.
operating the burner.The log set includes four log pieces,
packaged inside the firebox.A quantity of ember stones -'
is included with the log set.Place the logs inside the
firebox as illustrated in figs.38-42.
WEAR GLOVES AND HANDLE THE LOG PARTS CAREFULLY.
#157668 Log Set Identification Figure 38. Engage the Left Logs with the two pins on the
#1 Left Rear 225447 back shelf.
#2 Right Rear 225448
#3 Burner Log 225450
#4 "Y"Log 225449 '
#5 Ember Stones 225451
IMPORTANT
The ember stones realistically simulate
glowing coals when the burner is operating.
These should be spread sparsely over the burner
plate and around the logs.Use a pencil to
position the stones so as not to block the burner
plate porting.
TO INSURE PROPER BURNER FUNCTION,DO Figure 39. Engage the Right Logs on the other two pins on
NOT OBSTRUCT TH E PILOT ASSEMBLY,BURN ER the back shelf.
SKIRT OPENINGS,OR BURNER PLATE PORTING
WITH EMBER STONES.KEEP EMBERS AWAY
FROM THE PILOT CARRY-OVER PORTS.
You do not need to use all of the ember
stones. With some experimentation,you
will find the arrangement and quantity of
embers that works best.Depending upon the
characteristics of your installation,it is possible
that too many ember stones can promote
sooting on the logs.Adjust the quantity of
ember stones as appropriate to maintain :
the best overall flame picture and burner
performance. 3 "3I
Figure 4o. Engage the Front Log with the two center pins.
21
139587_05 GF2ooDVIPI lanuary2016
System Check
1. PURGING THE GAS LINE: When lighting the appliance
for the first time,it will take a few moments to clear
the gas line of air.Once this purge is complete,the
appliance will operate as described in the lighting
instructions.From a cold start,it may be helpful to
let the pilot light burn in CPI mode for to-15 minutes
�.y to establish positive draft,before turning the burner
Eh ?v
on.See the procedure on the inside back cover of this
manual.Subsequent burner starts will not require
purging the gas line unless the supply line is shut off.
2. PILOT FLAME: You can monitorthe pilotflame located
under the Rear Log.See fig.43.The pilot flame should
be steady-not lifting or floating.The flame should
Figure 47. Position the Middle Cross Log as shown. be blue in color around the pilot hood,with traces of
yellow toward the outer edges.
The pilot flame should engulf the top 1/8"of the
flame sensor.The pilot flame should project front
' pilot hood port toward the burner plate carry-over
ports. Adjust the pilot flame using the adjustment
screw to the left of the valve regulator.
3. MANUAL BURNER ADJUSTMENT: This stove is
equipped with a variable gas control valve that
{ - allows manual adjustment of the flame height and
heat output.To adjust the flame intensity,rotate the
regulator knob.
Flame height will adjust approximately 5o%between
~ the LOW and HIGH settings. See fig.46,page 23.
5 NO SMOKE OR SOOT SHOULD BE PRESENT.CHECK
LOG PLACEMENT IF ANY SOOT OR SMOKE 15 PRESENT.
IF SOOT OR SMOKE PERSISTS,THE AIR SHUTTER MAY
Figure 42. Place Ember Stones loosely over the burner NEED TO BE ADJUSTED.
plate.DO NOT OBSTRUCT THE GAS PORTING.SEE FIG.43. See Flame Appearance/Air Shutter for air shutter
Use the supplied rock wool sparingly. settings and adjustments. Note:The more offsets
there are in the vent system,the greater the need for
an air shutter adjustment.
WARNING:
AIR SHUTTER ADJUSTMENTS SHOULD ONLY BE
li PERFORMED BY A QUALIFIED,PROFESSIONAL
SERVICE TECHNICIAN.
0 0 o O O 00
0 o O
0 0
p Keep ember stones clear
of carry-over ports
Figure 43. Proper pilot flame appearance relative to burner O O
carry-over porting. Pilot Adjustment Regulator
Figure 44. Manual flame regulation.
22
739587 05 GF200DVIPI January2oi6
Flame Appearance / Air Shutter
Adjustment
The Air Shutter may be adjusted to provide the best flame
picture foryour specific installation.The factory setting for
Natural gas is 1/16"(1.5mm)open.For Propane,the initial
recommended setting is 1/8"(3mm)open. OPEN
Too large an air opening the appliance will generate a
flame that is blue and transparent,or an"anemic"flame. 0 0
Too small an air setting-the appliance will generate 0
very long yellow flames resulting in soot. Sooting
produces black deposits on the logs,on the inside walls of p
the appliance,and potentially on the exterior termination ® r
cap.Sooting is caused by incomplete combustion in the
flames and lack of combustion air entering the air shutter
opening.
To adjust the air shutter:
i. Reach under the stove and loosen the win nut.See Figure 45
g Loosen the wing nut to adjust the air shutter.
fig.45•Slide the wing nut stud forward to open the air Min.Opening NG: 06" (1.5 mm)Factory Setting
shutter and back to provide less air. Make adjustments
in 1/16"(1.5mm)increments. Min.Opening LP: 1/8"(3 mm)
2. Allow the stove to burn for 30 minutes on the HIGH
setting,observing the flame continuously.If the
flame appears weak,slow,or sooty,repeat the process
described above until the flame is as desired.
3. Tighten the wingnut to secure the shutter at the
desired setting.
WARNING:AIR SHUTTER ADJUSTMENTS SHOULD ONLY e
BE PERFORMED BY A QUALIFIED PROFESSIONAL SERVICE
TECHNICIAN.
X
j
P
Figure 46. Normal flame picture.
23
139587o5 GF2ooDVIPI Jon uary2o76
Operation
Important Notes
Check the build date on the shipping crate WARNING:
label.If it has been more than 6 months SEVERE INJURY. THIS APPLIANCE CAN BE SET TO
since the build date,be prepared to replace OPERATE THERMOSTATICALLY.BE AWARE THAT
the DFC batteries. THE FIREPLACE MAY BE VERY HOT EVEN WHEN
THE BURNER IS NOT APPARENTLY OPERATING.
i. For the first several hours of operation,it is common KEEP CHILDREN AWAY FROM THE APPLIANCE.
to detect some odor as the metal and manufacturing
materials cure under heat.This condition is temporary
and can be alleviated by allowing plenty of fresh air to WARNING:
circulate through the area.
OBSERVE CAUTION NEAR THE GLASS PANEL. THE
2. Condensation may develop on the glass upon each GLASS MAY SHATTER IF STRUCK BY AN OBJECT.
lighting of the appliance. This"fog"will disappear as ALWAYS HANDLE THE GLASS PANEL WITH CARE.
the glass heats.
3. IMPORTANT:It will be necessary to clean the glass after
the first few fires.A white powdery residue will be DFC Battery Replacement
evident which results from the burner media curing.
Use a non-abrasive household glass cleaner and warm i. Switch Burner to OFF and disconnect power to the stove.
water.IF THE GLASS IS NOT CLEANED,THIS RESIDUE 2. Access the battery box from under the gas valve.See
CAN CAUSE THE GLASS TO BECOME PERMANENTLY fig.47 and 48a. Disengage the wire harness from the
ETCHED.DO NOT USE AMMONIA-BASED CLEANERS. retainer slot on the back of the DFC bracket.Disengage
4. Keep the control compartments and area under the the battery box from the hook&loop tape.
appliance free of dust. Always keep the appliance area 3. Slide the cover plate backto open the box.Install four,1.5v
clear and free from combustible materials,gasoline AA batteries and reattach the box to the underside of the
and other flammable liquids. valve.Re-engage the wires with the retainer slot.
5. This appliance can be operated with a continuously 4. Reconnect power to the stove.
burning pilot flame. Exercise caution when using
household products containing combustible vapors.
6. CAUTION: DO NOT OPERATE THIS APPLIANCE WITH
THE GLASS PANEL REMOVED,CRACKED OR BROKEN.
REPLACEMENT OF THE GLASS SHOULD BE DONE BY
A LICENSED OR QUALIFIED SERVICE PERSON.USE :
ONLY REPLACEMENT GLASS PROVIDED BY YOUR DFC
Module
AUTHORIZED JOTUL DEALER.NEVER SUBSTITUTE ANY ,
OTHER TYPE OF GLASS. ,,.
REMOVE GLASS ONLY FOR ROUTINE SERVICE.ALWAYS Retainer
HANDLE GLASS CAREFULLY. Slot
WARNING:
READ AND UNDERSTAND ALL OPERATING
INSTRUCTIONS BEFORE ATTEMPTING TO OPERATE
THIS APPLIANCE.DO NOT ALLOW ANYONE TO Batter,Box 1
OPERATE THIS APPLIANCE WHO HAS NOT READ Harness
AND UNDERSTOOD THESE INSTRUCTIONS.
Figure 47.
Battery box to DFC wire harness connection.Tuck
harness up into the slot on the back of the DFC module.
24
739587_O5 GF200DVIPI lanuary2oi6
Operation
Familiarize yourself with the controls of the GF zoo DV
IPI and be sure that anyone else using the appliance is CPI W ON
also familiar with the controls and operation procedures. — z OFF
Always follow the Lighting Instructions on the inside backo- — � —
IPI m STAT
cover of this manual and also located on the inside of the
Controls Access Door.
This appliance is equipped with an ignition device
that lights the pilot automatically.Do not try to light the
pilot by hand.
Locate the Burner Control switches at the top left side
of the rear shroud. See fig.48.
i. Set the Burner switch to OFF. Open the main gas
supply line to the stove.
z. Connect the AC/DC Power Adaptor to the terminal
on the back of the DFC board bracket.See fig.48a.
Connect the adaptor plug to iio VAC house current.
3. If a wall thermostat is used,set it to the lowest Figure 48.
temperature. Burner controls location,viewed from above stove.
4. Set the Pilot Mode:
• CPI for continuous pilot operation
• IPI for intermittent operation.
5. Set the Burner Switch to ON.The pilot will light.
ON/OFF- use for manual control of the burner.
STAT- use with an optional wall thermostat.
6. Flame intensity can be adjusted manually by turning
the Valve Regulator knob shown in Fig.48a.
Thermostat Block Valve Regulator
AC/DC Adaptor o Optional Blower
Terminal o O o
Speed Control
0 o Controls Access
DFC ControlPanel
0 0
Board
INgo ® " Battery Box Optional Blower
Mode Control
Figure 48a. Valve and Blower Controls. Connect Red&Black
Battery Box leads to DFC leads.
25
739587_o5 GF2ooDVO January20i6
Maintenance NOTE:INSPECT THE GLASS SURFACE FOR SCRATCHES
AS THESE CAN WEAKEN THE PANEL TENSILE STRENGTH.
REPLACE THE PANEL IF ANY SCRATCHES ARE FOUND.USE
Your Jotul GF Zoo DV IPI components and its venting ONLY JOTUL PN 220576.DO NOT USE ANY OTHER TYPE
system should be inspected before use and at least OF GLASS.
annually by a qualified service technician.
IMPORTANT: ALWAYS TURNOFF THE GAS SUPPLY AND Glass Panel or Gasket Removal
DISCONNECT POWER FROM THE APPLIANCE BEFORE ANY 1• Lift the Top Plate off of the stove.Release the two Glass
SERVICE WORK IS PERFORMED. Frame Latches.Pull each latch handle forward forward
to disengage the latch from the notches in the glass
frame.
Annual Cleaning 2. Lift the glass frame all the way up and out ofthe top of
the stove.Lay this assembly on a flat surface,protecting
Vent System the frame from scratches using a blanket or towel.
The entire vent system,including the chimney,should 3. The glass panel is held in place by four tabs on the
be inspected and cleaned everyyear.If the intake and frame.Use a screwdriver or small pliers to prythese up
exhaust venting is disassembled for any reason,it enough to release the glass panel.See fig.49.
should be reassembled and sealed according to the 4. Remove the old gasket material.
manufacturer's instructions provided at the initial
installation. Glass Panel or Gasket Replacement
1. Wrap the new gasketing material evenly around the
edge of the glass,peeling back the protective strip to
Burner System expose the adhesive as you go.See fig.So.Press the
Periodically inspect the firebox,valve compartment, adhesive side down onto the glass surface.Do not
convection airways and optional blower to BE CERTAIN stretch the gasket.
THATTHE FLOW OF COMBUSTION AND VENTILATION AIR 2. Place the gasketed glass within the frame and carefully
IS UNOBSTRUCTED. bend each of the retainer tabs back to secure the glass
The firebox and valve compartment should be in the frame.The replacement glass kit 155599 includes
vacuumed annually to remove any dust and debris. Use 4 compression clips for use in case a tab should break.
a soft brush attachment and handle the logs carefully
as they are fragile. Vacuum more frequently if there are
pets in the home.
The pilot assembly should be inspected and cleaned
annually by a qualified technician. Any component
showing corrosion should be replaced.
Glass Care
Clean the glass only when necessary.Wipe the surface Figure 49. Bend the retainer tabs back enough to release
with a clean,dampened,soft cloth.Follow with a dry,soft the glass panel.
towel.Take care not to scratch the glass surface.
WARNING: _ _ _
DO NOT USE ABRASIVE CLEANERS ON THE GLASS.
NEVER CLEAN THE GLASS WHEN IT IS HOT.
DO NOT USE AMMONIA-BASED CLEANING SOLUTIONS.
Gasket Inspection
It is important that the glass gasket be inspected at least
annually. Examine the ribbon gasket for signs of dete- __ -- .......
rioration and make sure the gasket has a positive seal.
Replace the gasket if necessary.Refer to the replacement
parts list on page 33• Figure 50.Wrap the gasket around the glass panel.
26
739587 05 GF2ooDV1P1 January2076
Optional Variable Speed Blower
155631
Blower Installation
STOVE BEFORE INSTALLING THIS t. Unpack and check the contents of the blower kit.There
BLOWER.USE 'o' ELBOW OFF THE is a steel bracket that is not used with the GF 200
GAS VALVE TO CREATE ADEOUATE stove.Contact your dealer if any damage is evident or
GAS LINE CLEARANCE. parts are missing.See fig.51.
2. Attach the Control Box to the lower pair of holes on
the Snapstat Bracket with two#8 x 1/2"sheet metal
■ THIS BLOWER MUST BE ELECTRICALLY screws as shown in figs.51 and 52.
GROUNDED IN ACCORDANCE WITH LO-
CAL CODES OR,IN THE ABSENCE OF LOCAL 3• Attach the Control Box assembly to the studs located
CODES,WITH THE CURRENT ANSI/NFPA 70, underneath the stove in the middle of the firebox floor
NATIONAL ELECTRICAL CODE OR CSA C22.1- using two M6 hex nuts and a io mm socket driver or
CANADIAN ELECTRICAL CODE. wrench.See fig.52.
■ THIS UNIT IS SUPPLIED WITH ATHREE- 4. Use two M6 hex nuts to attach the Blower to the
PRONG(GROUNDING)PLUG FOR PRO- mounting holes at the rear of the stove bottom late.
TECTION AGAINST SHOCK HAZARD AND P
SHOULD BE PLUGGED DIRECTLY INTO A 5. Connect the power cord to no AC house current.
PROPERLY GROUNDED THREE-PRONG
RECEPTACLE. DO NOT CUT OR REMOVE THE
GROUNDING PRONG FROM THE PLUG.
■ ALWAYS DISCONNECT THE POWER SUPPLY
WHEN PERFORMING ANY SERVICE ON THE
FIREPLACE INSERT.
Contents
7 2. Blower
/ ) z. Snapstat Wire Harness
® 3. Control Box
4. Snapstat Bracket
5. Rheostat Knob
6. Snapstat
7. M6 Flange Nuts,(z)
- 8. M6 x 12 Hex Bolts,(2)
Use Lower 4 6 9. #8 x 1/2"Sheet metal screw,(4)
Holes for
GF2oo DV II o
Tools Required
9 1/4"socket driver
io mm socket driver or wrench
O 8
5 3 v
Figure 57.Blower Kit Components
27
139587_05 GF200 DV IPI lanUWY 2076
Figure 52. 155631 Blower Kit Components used for GF 200 DV IPI Lil/ehammer.
Blower Operation BLOWER
The variable-speed blower will enhance heat circulation �
around the firebox and out into the room.The blower is W
BK
controlled by a heat activated switch(snapstat)that will c W
function only when the control switch is in the AUTO
setting.After the fire has been burning for a time,the W BK
snapstat will react to the heat and activate the blower. BK
Fan speed may be manually adjusted with the rheostat POWER SIdAPSTAT RHEOSTAT
SUPPLY
knob.If the burner turns off,the blower will be shut off Y BK
automatically as the stove cools down.
If automatic blower circulation is not desired,place
the blower control switch in the MANUAL position.That
will override the snapstat,allowing the blower to run SWITCH
continuously. MANUAL OFF AUTO
Figure 53. GF Zoo DV 0 8lower Wiring Diagram.
CAUTION:
LABEL ALL WIRES PRIOR TO DISCONNECTION WHEN ATTENTION:
SERVICING CONTROLS.WIRING ERRORS CAN CAUSE IM- AU MOMENT DE VENTRENTIEN DES COMMANDES,
PROPER AND DANGEROUS OPERATION. ETIQUIETEZ TOUS LE FILS AVANT LE DEBRANCHEMENT.
VERIFY OPERATION AFTER SERVICING. ES ERREURS DE CEBLAGE PEUVENT ENTRA TUN FONC-
TIONNEMENT INADEQUAT ET DANGEREUX.
28
739587 05 GF20o DV IP1 January2076
Appendix
Proflame 1 DFC Wiring Diagram
CPI/IPI
Switch -- -
SPDT
r,
O 3t l
0.880.001
Prollame Valve `
Pilot �
Burner Switch O — Ground - i
Wire ;
SPST O , Chassis i1 a
Ground
51
May s
0.584.302
Prollame DFC Board
0.584.912
DC Power Supply - DFC Wire Harness Assembly
(includes:Pilot Gmd&CPIRPI Switch)
Battery Pack
Four,t.5v AA
Figure 54. GF 200 DV IPI Proflame i Components
Mobile Home Installation
The GF zoo DV IN can be installed for use in a mobile THIS APPLIANCE MAY BE INSTALLED AS AN OEM
home in the U.S.and Canada provided: INSTALLATION IN A MANUFACTURED(MOBILE)HOME
1. The stove is secured to the floor of the mobile home. AND MUST BE INSTALLED IN ACCORDANCE WITH
Use Jp7tul Floor Bracket Kit#750304. THE MANUFACTURERS INSTRUCTIONS AND THE
MANUFACTURED HOME CONSTRUCTION AND SAFETY
2. Provision must be made to secure an electrical ground STANDARD,TITLE 24 CFR,PART 3280.THIS APPLIANCE IS
between the stove and the mobile home chassis. ONLY FOR USE WITH THE TYPE OF GAS THAT IS INDICATED
3. The stove is installed in accordance with Title 24 CFR, ON THE STOVE'S RATING PLATE. A GAS CONVERSION KIT IS
Part 3280- Manufactured Home Construction and PROVIDED WITH THE GF 20o DV IN GAS STOVE.
Safety Standard,in the U.S.In Canada,comply with CSA
Z240.4,Gas Equipped Recreational Vehicles and Mobile THIS APPLIANCE MAY BE INSTALLED IN AN AFTERMARKET
Housing. PERMANENTLY LOCATED,MANUFACTURED(MOBILE)
4. Always contact your local officials about installation HOME,WHERE NOT PROHIBITED BY LOCAL CODES.
restrictions and requirements in your area. CET APPAREIL PEUT ETRE INSTALLE DANS UN MAISON
PREFABRIQUEE(MOBILE)DEJA INSTALLEE A DEMEURE SI
LES REGLEMENTS LOCAUX LE PERMETTENT. CET APPAREIL
DOIT ETRE UTILISE UNIOUEMENT AVEC LES TYPES DE
GAS INDIOUES SUR LA PLAQUE SIGNALETIOUE. NE
PAS CUTILISER AVEC D'AUTRES GAS SAUF SI UN KITDE
CONVERSION CERTIFIE EST INSTALLE.
29
739587_0.5 GF2ooDVlPllanuaryzo76
GF 200 DV IN Lillehammer
Illustrated Parts Breakdown
1
3
U 2
2 10 11 12 10
1 /
---------------
----
6
4
1
T 5
A�Figure 55• 9
Exterior cast iron parts. 10
No. Pii-�No. De�cription
1. Top Casting lo3go692 10390647 1 225447 Left Rear Log
2. Side Panel 10320792 10 90742
3•
Front Panel` n/a n/a 2. 225448 Right Rear Log
4. Bottom Plate 10390092 10 0047 1 225450 Burner Log
5. Leg 6" 101 292 101 5247 4. 225449 Y"Log
6. Left Door' n/a n/a 5. 225451 Ember Stones
7. Right Door' n/a n/a 6. 157668 Complete Log Set
Front Assembly 15592392 156384
includes Front,Doors,and Hinge Pins
13. Safety Barrier 157688 n/a
8. Hinge Pin.(4)............................................................................12596o
9. Fender Washer,M6(4)..........................................................120004
1o. Bolt,M6 x 20,(4).........................................................................117117
11. Bolt,M6 x 10 Hex Hd Flange...................................................9962
12. Door Catch...............................................................................220919
30
89587 05 GFzooDVIPI lanuary2076
o�
18 26
4 °RN
m
O e e 14
euc
o e o 15 6
O 1
5 24
1
22 . 24
5
14 13
0 6 20
n� e ' _
I
2s
10
o
_ a
o O3 00 �
O
o 9
23 ll
12 2 9 7
6
21
Figure 56.
GF zoo DV IN Valve Assembly and DFC Components.
No. Part No. Desciiptioii No. Part No. Description
1. 117917 Screw,#8 x 1/2"SL Blk Oxide 17. 222924 Proflame i IPI Ignition Board
z. 117921 Screw,Pan Hd Ph M4 x lzmm Blk Oxide 18. 223231 Orifice Holder,Drop-in Assembly
3. 117922 Nut,Hex M4 DIN 934 PLAIN 19. 224262 Battery Box w/Cover
4• 117975 Nut,Wing M6,Zinc 20. 224952 Instruction Label,Control Door-GF IN Series
S. 717999 Screw,SL SMA Type B#8 x 3/8 Zinc 21. 224972 Valve,NG,Proflame Manual,5o%TD,SIT
6. 118029 Washer,Fender.250 x 1.5o dia. 22. 225o88 Bracket,DFC
7. 118033 Bolt,M6 x 13o Hex Hd 23. 225089 Terminal Block Bracket
8. 118039 Spacer,.375 OD x 1.188 24• 225432 Valve Bracket
9. 118040 Spacer,Control Door Hinge.375 OD x 3.172 25. 225433 Wire Retainer Bracket
10. 118214 Screw,#8x 1/4"Taptite 26. 157683 Wire Harness,Proflame 1,Replacement
11. 118257 Hook&Loop Tape,1"Wide,Self-adhesive 27.' 225422 AC/DC Adapter,High Temp-7V
12. 22o614 Terminal Block,z Pole 77 Series
13. 22093192 Control Door GF Zoo DV IPI *not illustrated
14. 221185 Orifice,1.zomm
225441 Orifice,2.1mm
15. 22228o Gasket,Drop-in Orifice Holder
16. 222292 Elbow,go deg,Brass 3/8 NTP x 3/8"dia.flare
31
139587_o5 GF zoo DV IPI January 2016
18
0
0
17
1
O
2
3
0
0
4
12 �m v
o e
0 5
0 1
13 10
6
14 7
15 8
16
Figure 57.
GF2oo DV IPI Pilot&Burner assembly and associated hardware.
1. 117917 Screw 8 x 121/2 SL Blk Oxide 11. 225439 Pilot Shield,High Wind (Optional Kit 157685)
2. 22544092 Rear Cover,Burner Skirt 12. 225438 Pilot Shield
3. 225081 Burner Skirt 13. 224785 Pilot,NG/LP,Dual-Fuel Convertible Flame Hood
4• 157651 Burner Assembly Complete 14. 118218 Screw,HWH SMA 8 x 1.5
5. 2250T7 Bracket,Burner Retainer 15. 224791 Spacer,PSE Pilot,.188"
6. 221390 Primary Air Shutter 16. 129670 Gasket,Pilot Assembly
7. 225080 Handle,Air Shutter 17. 22508292 Firebox Baffle
8. 220734 Gasket,2.25in OD X.125 18. 225434 Secondary Air Diverter
9• 717975 Wing Nut M6,Zinc 19. 9962 Bolt,Hex Cap M6x10 DIN Ser Flange Blk
10. 225092 Air Deflector,Burner Skirt
32
89587 O5 GF20oDVIPI January2o16
Figure 58.
GF 2oo DV IPI Rear Components 1. 22542492 switch Cover
2. 129775 Gasket,
9 8 o u iz 3. 225086 Bracket,Rear Shroud
7
4. 22508592 Rear Shroud
\� 5• 129784 Adaptor, gin.dia.
6. 117917 Screw,#8 x 1/2 in.Blk.Oxcide
7• 225437 Decal,Switch ID
1 8. 220703 Switch,Rocker,SPDT-Center Off,Blk.
5 15 9. 120517 Switch,Rocker,SPST,Blk.
13 2 14 10. 22542692 Wall Shield
2
3 11. 129774 Gasket,5 in.dia.
12. 129782 Adaptor,5 in.
16
4 3 13. 129781 Adaptor,4 in.(Custom)
14. 129783 Adaptor,6 5/8 in.(Custom)
15. 157674 Vertical Vent Adaptor Kit,5/8-to-4/6
16. 157684 Wire Harness,Controls-GF Zoo DV IPI
5
2
r(-3
1
b
Remote Control 224910
Wall Thermostat 750003
Blower Kit 155631
b Screen 155641
Brick Panel Kit 157666
Long Leg Kit(81 4")/Matte Black 154929
Figure 59. Long Leg Kit(81 4")/Brown Majolica Enamel 351149
GF Zoo DV IPI Glass Assembly Leg Leveler 156096
Fuel Conversion Kit,Propane 157669
Fuel Conversion Kit,Natural Gas 157670
1. 22136592 Glass Frame 11 High Altitude Adjustment Kit/LP 157675
2. 129124 Gasket,Tadpole-.25 dia.x 1.25",6 ft. High Altitude Adjustment Kit/NG 157676
3. 220576 Glass Panel,Ceramic Vertical Vent Adaptor Kit, 5/8-to-4/6 157674
4. 220042 Replacement Glass Clips High Wind Pilot Shield Kit 157685
5• 155599 Replacement Glass Kit,GF zoo DV IN
33
i39587 o5 GFzooDVIPI January2o16
This warranty does not cover the following:
Jotul Gas Product 1) Repair or replacement of parts that are subject to normal wear and
tear during the warranty period or to parts that may require replacement
Limited Lifetime Warranty in connection with normal maintenance.These parts include gaskets and
glass(except to the extent such parts suffer damage from thermal stress).
z) Damage due to incorrect installations not in conformance with the
installation instructions contained in this owner's manual or local and/or
Effective January 1,2013 national fire and building regulations.
3) Damage due to service performed by an installer,service agency or gas
This warranty policy applies togas products identified by JOtuI, supplier,unless otherwise agreed to in writing by JOTUL
Scan,and Atra trade names,as set forth below. 4) Labor or other costs associated with the repair of gas controls,
A.LIMITED FIVE YEAR WARRANTY-Cast Iron,Steel Doors, plumbing,burners,log set,or sheet metal firebox beyond the warranty
period.
Surround Components,Firebox: 5) Damage caused by unauthorized modification,use or repair.
JOtul North America Inc.(JOTUL)warrants,to the original retail 6) Damage to enameled surfaces caused by improper operation or
purchaser,that those components of the JOtul,Scan,or Atra misuse,including use that is not in conformance with the operating
Gas Stove or Fireplace specified above will be free of defects in instructions contained in this owner's manual.Such damage can typically
material and workmanship for a period of five(5)years from be identified by bubbling,cracking,or discoloration of the enamel finish.
the date of purchase. This warranty is subject to the terms, 7) Costs incurred by travel time and/or loss of service.
exclusions and limitations set forth in the following text. 8) Damage incurred while the 10tul,Scan,or Atra Gas Stove or Fireplace is
in transit.
B. LIMITED TWO YEAR WARRANTY-Burner,Burner Treatments,
IN NO EVENT SHALL JOTUL,ITS PARENT COMPANY,SHAREHOLDERS,
Firebox Panels: AFFILIATES,OFFICERS,EMPLOYEES,AGENTS OR REPRESENTATIVES BE
JOTUL warrants,to the original retail purchaser,that those LIABLE OR RESPONSIBLE TO YOU FOR ANY SPECIAL,INDIRECT,INCIDENTAL,
components of the Jotul,Scan,or Atra Gas Stove or Fireplace CONSEQUENTIAL,PUNITIVE OR OTHER SIMILAR DAMAGES,INCLUDING,
specified above will be free of defects in material and BUT NOT LIMITED TO,LOST PROFITS,LOST SALES,INJURYTO PERSON OR
workmanship for a period Of two(2)years from the date of PROPERTY,OR DAMAGES TO A STRUCTURE OR ITS CONTENTS,ARISING
purchase.This warranty is subject to the terms,exclusions,and UNDER ANY THEORY OF LAW WHATSOEVER.ALL IMPLIED WARRANTIES,
limitations set forth in the following text. INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND
C.LIMITED TWO YEAR WARRANTY-Enamel Finish: FITNESS FOR A PARTICULAR PURPOSE,OR OTHERWISE,ARE LIMITED IN
DURATION TOTHE LENGTH OFTHIS WRITTEN WARRANTY. EXCEPTAS
JOTUL warrants,to the original retail purchaser,the enamel EXPRESSLY SET FORTH HEREIN,JOTUL MAKES NO ORAL WRITTEN OR
finish on cast iron components of the JOtul Stove or Fireplace OTHER WARRANTY WITH RESPECTTO JOTUL,SCAN OR ATRA GAS STOVES
Insert specified above against peeling or fading for a period of OR FIREPLACES.
two(2)years from the date of purchase.This warranty is subject Some states do not allow the exclusion or limitation of incidental
to the terms,exclusions and limitations set forth below. or consequential damages,or limitations on the length of implied
D.LIMITED ONE YEAR WARRANTY-Gas&Electrical Components warranties.Therefore,the above exclusions or limitations may not apply
(controls,plumbing,valve,blower): to you.This warranty gives you specific legal rights,and you may have
other rights,which vary from state to state.
JOTU L warrants,to the original retail purchaser,that those JOTUL reserves the right to discontinue,modify or change the materials used
components of the Jotul,Scan,or Atra Gas Stove or Fireplace to produce theJotul,Scan,or Atra Gas Stove or Fireplace.JOTUL shall have
specified above will be free of defects in material and the right to replace any defective component with substitute components
workmanship for a period of one(1)year from the date of determined byJOTULto be of substantially equal quality and price.
purchase.This warranty is subject to the terms,exclusions,and The dollar value ofJOTUL's liability for breach of this warranty shall be
limitations set forth in the following text. limited excl usively to the cost of furnishing a replacement component.
JOTUL shall not in any event be liable for the cost of labor expended
JOTUL will repair or replace(including parts&labor),at its option,any by others in connection with any defective component.Any costs or
of the above components determined by JOTUL to be covered by this expenses beyond those expressly assumed by JOTUL under the terms of
warranty.You must,at your own expense,arrange to deliver or ship the this warranty shall be the sole responsibility of the owner(s)of the J4tul,
component to an authorized JOtul,Scan,or Atra dealer and arrange for Scan,or Atra Gas Stove or Fireplace.
pickup or delivery of the component after repairs have been made. If, No dealer,distributor,or other person is authorized to modify,augment,
upon inspection,JOTUL determines that the component is covered by or extend this limited warranty on behalf ofJOTUL NO MODIFICATION
this warranty,the repair or replacement will be made as set forth above. OR CHANGE TO THIS WARRANTY WILL BE EFFECTIVE UNLESS IT IS MADE IN
This warranty is not transferable and is extended only to,and is solely A WRITTEN DOCUMENT MANUALLY SIGNED BY AN AUTHORIZED OFFICER
for the benefit of,the original retail purchaser of the Jotul,Scan,or OF JOTUL
Atra Gas Stove or Fireplace.This paragraph sets forth the sole remedy An authorized installer may have been provided with certain information
available under this warranty in the event of any defect in the JOtul, related particularly to the Jrptul,Scan,or Atra Gas Stove or Fireplace;
Scan,or Atra Gas Stove or Fireplace. however,no authorized installer or other person who may service the
The warranty period for any replaced component will be the remaining appliance is an agent ofJOTUL No inference should be made that JOTUL
unexpired portion ofthe warranty period forthe original component. has tested,certified,or otherwise pronounced any person as qualified
Please retain your dated sales receipt in your records as proof of purchase. to install or service the appliance.JOTUL shall not be liable or otherwise
EXCLUSIONS AND LIMITATIONS responsible for any error or omission by a person installing or servicing a
NOTICE:This warranty is void if installation or service is performed Jotul,Scan,or Atra Gas Stove or Fireplace.
by someone other than an authorized installer,service agency or gas Ifyou believe your JOtul,Scan,or Atra Gas Stove or Fireplace is defective,
supplier,or if installation is not in conformance with the installation you should contact your nearest authorized Jotul,Scan,or Atra dealer,
and operating instructions contained in this owner's manual or who will process a warranty claim. IN ORDER TO QUALIFY FOR WARRANTY
local and/or national fire and building regulations.A listing of local COVERAGE,JOTUL MUST RECEIVE NOTICE OF A POSSIBLE DEFECT WITHIN
authorized installers,service agencies and gas suppliers can be obtained SIXTY(6o)DAYS OF THE DATE THE DEFECT IS FIRST DISCOVERED,OR
from the National Fireplace Institute at http://www.nficertified.org/. REASONABLY COULD HAVE BEEN DISCOVERED.
This warranty is given byl0tul North America,Inc.,
55 Hutcherson Drive,Gorham,Maine 04038 USA
34
}
89587 o5 GF200 DV IPI lanuaryWi6
LIGHTING INSTRUCTIONS
FOR YOUR SAFETY, READ BEFORE LIGHTING.
WARNING:
IF YOU DO NOT FOLLOW THESE INSTRUCTIONS EXACTLY,A FIRE OR EXPLOSION MAY RESULT
CAUSING PROPERTY DAMAGE,PERSONAL INJURY,OR LOSS OF LIFE.
A.This appliance is equipped with an ignition device
which automatically lights the pilot.Do Not try to light
the pilot by hand. C. Use only your hand to tum the gas control knob.
B. BEFORE LIGHTING,smell all around the appliance Never use tools.If the knob will not tum by hand,do
area for gas. not try to force it or repair it
Be sure to smell next to the floor because some gas Call a qualified technician.Force or attempted
is heavier than air and will settle to the floor. repair may result in a fire or explosion.
WHAT TO DO IF YOU SMELL GAS:
• Extinguish any open flame D. Do not use this appliance if any part has been
• Open windows. underwater.Immediately call a qualified ser-
Do not light this or any other appliance. vice technician to inspect the appliance and to
• Do not touch any electrical switches. replace any part of the control system and any
• Do not use any phone in your building. gas control which has been under water.
• Immediately call your gas supplier from a
neighbor's phone.
• If your gas supplier cannot be reached,call the
fin:department
OPERATING INSTRUCTIONS
1.STOP!Read the safety information above. 6.Set the Pilot Mode switch to CPI for continuous
2.Set the thermostat,if equipped,to the lowest operation.The pilot will light Set Pilot to IPI for
setting. intermitent operation.The pilot will light when
3.Set the Burner switch to the"OFF"position. there is a call for heat
4.This appliance is equipped with an ignition 7.Set the Burner switch to the"ON" or"T-STAT"
device which automatically lights the pilot. position.
Do not try to light the pilot by hand.
5.Wait five(5)minutes to clear out any gas.
Then smell for gas,including near the floor.
16- CPION
OJ —I Lu Z I_ OFF PILOTASSEMBLY
IL 1z
IPI m STAT
Pilot Burner 8.Set the thermostat to the desired setting to
Controls Controls light the burner.If the appliance will not oper-
ate,
If you smell gas,STOP!Follow"B"in the safety follow the instructions'To Tum Off Gas To
information above on this label. If you do not Appliance",and call your service technician or
smell gas,go to the next step. gas supplier.
7TO TURN OFF GAS TO THE APPLIANCE
1.Set the thermostat to the lowest setting. 3.Set the Burner switch to the"OFF"position.
2.Tum off all electric power to the appliance if 4.Close control access door.
service is to be performed.
35
�7
W C:
This appliance must be installed in conformance with local and national building regulations. Before
00� j N beginning the installation,it is important that these instructions be carefully read and understood.
p` 0 Jotul maintains a policy of continual product development.Consequently, products may differ in
specification,color or type of accessories from those illustrated or described in various publications.
Jotul North America
55 Hutcherson Dr.
Gorham,Maine 04038-2634
JOtul ASA
P.O.Box 1411
N-1602 Fredrredrikstad
JOTUL Norway
www.jotuLus
f
Job Tuss Truss Type ory Ply Ford Crossing Northampton,MA
154924488E 1F1)1 Floor 11 1
Job Reference o tional)
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:21:15 2016 Pagge 1
ID:B4XOx_5joWNNbWNC3mWMXwyarNd-9g4NQRSgT951N4?eC3sCJ3BYp53gZwC1 LQySNuzfFO
0-8-4
scale=1 53.
3x4= 48= 3x6 FP- T7x12 M1118=-
T7x12 M1118= 30=- 3x4= 3x6 FP=. 4x8 3x4= 4x4= 3x4= 3x4-
1 2 3 4 5 6 7 8 9 10 11 �- 12 13 14 15 16 7 78 19
32 31 30 29 28 27 2625 24 23 22 21 20
4x10 3x4= 4x10= 4x6= 3x6 FP= 4x6= 4x10=_
410=
QQ 21-4-8
0-9-1 - `------ -14-10-8-- --- -.+ 0.9 28-6 12
14-0-12 5-0-0 -9-1
0-9-0
Plate Offsets X,YL j1 0.2-0 Edgej,_[i3 0 1 8 Edge])10 0-3-O,Ed-.ge],(,12 0-1-8 Edge) )13 0;1-8 Edge],_j19 0 2 2 0_0 0)j30 Q-1 8 Edpo)
- --
LOADING(psf} SPACING 2-0-0 CSf. DEFL in (loc) Well Ud PLATES GRIP
TCLL40 0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) 016 22-23 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) 0.27 22-23 >675 240 MII18 141/138
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) -0.04 19 n1a n/a
BCOL 10A Code IRC2009/TPI2007 (Matrix) Weight:119 Ib FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SPF Nc.2 or 2x4 SPF Stud(flat) 6-0-0 or bracing:27-28,25-27.
REACTIONS. (lb/size) 1=709/0-74 (min.0-1-8),19=779/0-74 (min.0-1-8),27=203210-54 (min.0-1-8)
Max Grav1=756(LC 2),19=822(LC 3),27=2032(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1370/0,2-3=-1366/0,3-4=-136610,4-5=-1906/0,5-6=-1906/0,6-7=-9891233,7-8=-989/233,8-9=-989/233,9.10=0/1558,
10-11=-5621439,11-12=-562!439,12-13=-196910,13-14=-238010,14-15=-2380/0,15-16=-2380/0,16-17=-1506/0,17-18=-1506/0,
18-19=-1510/0
BOT CHORD 30-31--011925,
0.31=011925,29-30=0/1906,28-29=0/19%,27-28=-1067/0,26-27=-1558/0,25-26=-1558/0,24-25=0/1969,23-24=0/1969,22-23=0/1969,
21-22=0/2218
WEBS 12-24=0/301,13-23=40810,10-27=-1 039/0,1-31=011497,4-31=-618/0,4-30=-288/104,6-28=-1164/0,7-28=-263/16,9-28=0/1726,
9-27=-1074/0,12-25=-1688/0,10-25=0/1863,19.21=0/1650,16-21=-787/0,14-22=-426/0,13-22=0/914
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)At!plates are 1.5x3 MT20 unless otherwise indicated.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8}CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
tN OF
JOHN M In
PRESLEY
CIVIL
� s 43029
�G ec�tSTE��
`�KNMAL'G
the vt wb.fh rdp-ANSIfIPl yual-ry y r PI 7.vh 11 he f dtytehuwn and unr d j r I d td I'h d. g I d I p mt 'h df ddual
hu-Id'g pan t t he r II d a d loaded t'-tty APP! h!-tt (de-g Par t d proper inuxpcx f f Pan t ;pun'bil-tv f t! R Id g nc � B 7xhng Oe.'g ehe71 f 11 I:.
t t at" an th-::hoe ti f--- -h nd i a d q cote of th r-r h!ding and govern g code,ad d n B-Idrng De'g pt r p 'h1 ty fn h orr m: y r f N desien •.W
I r I
and
y f l t' p r, h dd.g.t if'ton 1,d rn1y O n t I h al,d by a UFP< I y.R' g h f I r a1:ppr t f vhcr. Iy a d d t .plea+x ctiun
lxrmar.rnt brrctng.Rrt r to Building tampment 4afett inf<xmat+on tRf'St!tar� crvl guidance regarding.etoragc.delivery.crcct+on and hra+ g avaitahle from SB(.A enr9 T+vee Pla[e hietiture
Job Truss Tmss Type - - TF,6,-rd Crossing Northampton,MA -
15092448BF 1F02 _�]Floor 2__ __ __ Reference(optional)
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar-6-1 16:21:16 2016 Pagel
ID:B4XOx_5joW NNb W NC3mW MXwyarNd-dtelenTSESD9?DZrmnORsHjjiVOzINTAa4hOvLzfFO
0-8-4
1-11-4 ��Srale=,:49.
4x8-:-
T7x12 M1118=
6x6=3x4-- 3x4= 3x4_ 4x8 3x6 FP= 3x4= 44= 3x4='- 3x4-
1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17
0 0
' o
30 29 28 27 26 25 24 23 22 21 20 19 18
3x8= 4x10= 3x6=- 410-= 3x6 FP= 46= 4x10-
19-4-8
-- 2-012._._ ...+- --._ 17-1Q_8
- -- - - -- -7 -11A__..-_ 27-11-0---- - - _....2g-g_Q
5-10- ��- g-6-12 2
_ 0-9-0
Plate Offsets Xyj-- 4 0-1-8,Ed e, 0 1-8 Edge] [8:0-3-0,Ed e, 11:0 11-8 Edge [12:0 1-8 d e - - - - - --- ---
-� )� g ] [5: 1.LL- ,E p�j1702-2,0-0-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.16 20-21 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.27 20-21 >675 240 MI118 141/138
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) -0.03 17 n/a n/a
BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:112 Ib FT=0%F,O%E
LUMBER-
BRACING-
TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 or bracing:25-26,24-25.
REACTIONS. (Ib/size) 1=575/0-7-4 (min.0-1-8),17=786/0-74 (min.0-1-8),25=1919/0-5-4 (min.0-1-8)
Max Grav1=630(LC 2),17=823(LC 3),25=1919(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1099/0,2-3=-1095/0,3-4=-1095/0,4-5=-1364/0,5-6=-790/288,6-7=-790/288,7-8=0/1525,8-9=-571/359,9-10=-571/359,
10-11=-571/359,11-12=-1975/0,12-13=-2385/0,13-14=-2385/0,14-15=-1508/0,15-16=-1508/0,16-17=-1512/0
BOT CHORD 28-29=0/1364,27-28=0/1364,26-27=0/1364,25-26=-1074/0,24-25=-1525/0,23-24=0/1975,22-23=0/1975,21-22=0/1975,20-21=0/1975,
19-20=0/2222
WEBS 11-22=0/295,12-21=400/0,8-25=-1042/0,1-29=0/1200,3-29=-276/0,4-29=-312/143,5-26=-831/0,6-26=-278/0,7-26=0/1504,
7-25=-939/0,11-24=-1677/0,8-24=0/1861,17-19=0/1652,14-19=-789/0,13-20=-421/0,12-20=0/895
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 1.5x3 MT20 unless otherwise indicated.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means.
7)Gap between inside of top chord hearing and first diagonal or vertical web shall not exceed 0.500in.
8)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
iH OF
JOHN M N
PRESLEY M
CIVIL
/43029
Or
IS TF
AL
7 hl.v .t Ix f b t dp ANSUfPIq'l Iy 1..PI h ll lx f d y(x.'h d trred Ij-I. I. olh t d. Iha'd g -b d apnn p 1 h d f -d .dual
h ild g Pi I t h 1 II J d l J d i Ily Appr bTt} f l -g p a :and p p pmt f p t p 'b-I,Iy f th 13,fldnig Dc,apet.B,fldnig De,agne,hall -fy all&,,g.
fo Ih..h II f -Ih dI d eq I fIh 'pe t b'Id-€ dg -g od d d'
BtaldmgD g pI p tahty for the m: y otthede.ign
intir t t y I .pv I h'Id-g.C f i I d ly h n iv I b t d by l,'FP p y B h f111 1-1-1 ppr f I M ly a d d t pla r erten end
Nn,nt hraong.Refcr to Binding C>iponent Saf Iy I fo mania,(BCSI)for general guidance reg dig,1nrage,d f ry,ererno and braving av ilahlc from SRC A and Tri PI tc In.utule.
F15092448BF
Truss Truss Type Qty Ply Ford Crossing Northampton,MA
1F03 door 1 1
._��_ Job Reference o tionaliversal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Mar 01 16:21:20 2016 Pagge 1
ID:B4XOx_5joWNNbWNC3mWMXwyarNd-WeuGT9WylhjbUrtc?dSN07uNb6ml EBSmVigD26XOj
16-0 0-84
I � �
Scale=126.
3x4 II 3x8= 1.5X3 11 1.5x3 11 3x4=. 3X6 FP— 1.5x3T7x12 MII18—
1 2 3 -_ T? 43x4— 5 6 7 B 9 3.4= 10
_ 15 14 13 12 11
3x6— 3x6= 1.5x3 I 3x6-z 4x10=
5-2-10 5-11-10 6-8-10 15-3-6 ___ 16-1-2
- - - - —
--5--2-10 � 0-9-0+0-9-0� - 8.6.12 +0.9.12 I
Plate Offsets(X'Yj-_ I1.Edae 0-1 61 f4.0-1-8 Ede 10:0 2 2,0.0-0] f15:0-1 B,Edge1 - -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.19 13-14 >952 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.32 13-14 >580 240 MI118 141/138
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) -0.02 10 n/a n/a
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:62 Ib FT=O%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 16=917/0-3-8(min.0-1-8),10=914/0-7-4 (min.0-1-8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2696/0,3 3=-2696/0,4-5=-2954/0,5-6=-2954/0,6-7=-1700/0,7-8=-1700/0,8-9=-1700/0,9-10=-1704/0
BOT CHORD 15-16=0/1677,14-15=0/2696,13-14=012696,12-13=0/2610
WEBS 3-15=-311/0,4-14=-329/0,2-16=-1846/0,2-15=0/1153,10-12=0/1862,6-12=-1007/0,6-13=0/418,5-13=-336/0,4-13=-116/617
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means.
6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
7)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
SH OF
JOHN M. (P
O PRESLEY m
CIVIL
/43029
STERE
—_ - ONAL ENG
I'hi tr t to l b I d p ANSVI PI y I'iy y C.Pl t. l 11 lx f .. d tylx h -d ercd t j-I. I oth I il lm-'d.-g h.d p pa—I--h—, d I f 'dmd-1
build g po t he t Il d d l d d t 711 Appl h h,y f d g p J P D Port ( p t p h1 ty f tl R 1d'g Ik g B Id Elle g i 11 fy II 1.'gn
ro C the h t f f 'Ih d t d q I t hpxf h-Id g d g m'g od - d d' B Id-£D F PI p -6I-t I Ih to: y 1 the deign
mfo I y l l t p«f h Id'g.C t f I I d nly hen vu f b- t d by UFP pony.B g:h f I I :Tl f t hr. ly.a d J <pl end
peri a e,t hrecing.Rder to Building C I ipo,n(Sd 1)1 fo metier(BCS11 fnr gen .1 guid—regard' r Ib s..g,d r c y.—oie and brat ing a �ileble from SB(A and Ttut}Plate 1 r ul�
Job — Truss �TrussType -- - OtY Ply Ford Crossing Northampton,MA
15092448BF 1F03A Floor 2 1
Job Reference(optional)
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Mar 01 16:21:20 2016 Pagge 1
ID:B4XOx_5joW NN bWNC3m WMXwyarNd-WeuGT9WylhjbUrtc?dSN07uNS6m_EBemVigD26ztFOj
2-6-0 2-2-14 1-6-0 0-9-12 F0-8-41
Scale-126
1.5x3 11 3x8-= 1.5x3 11 1.5x3 11 3x4= 1.5x3 11 3x4= T7x12 M1118=
1 _2 3 44x4= 5 6 7 8 9
_ - oY
1 14 13 12 11 10
3x6= 3.6= 1.5x3 11 4x6= 4x10=
- -
4-11-14
- -8-14 6--5 1� _- 15-0_10 _ 15-10-6
_ _
_ 4-11-14 0 9-0 0-9-0 - --
Plate Offsets X Y)-- (4A-1-8,Edge] [9:0-2-2,0:0,q, 14,0-1-f -S Ed9el -- — - - 8_6_12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lot) I/deFl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.19 12-13 >960 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.3112-13 >594 240 M1118 141/138
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) -0.02 9 n/a n/a
BCDL 10.0 Code IRC2009/TPI2007Matrix)
Weight:61 Ib FT=0%F,0%E
LUM (
BER- BRACING
TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals.
BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 9=904/0-7-4 (min.0-1-8),15=907/0-2-8 (min.0-1-8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2616/0,3-4=-2616/0,4-5=-2891/0,5-6=-2891/0,6-7=-1679/0,7-8=-1679/0,8-9=-1683/0
BOTCHORD 14-15=0/1624,13-14=0/2616,12-13=0/2616,11-12=0/2568
WEBS 3-14=-316/0,4-13=-334/0,2-15=-1796/0,2-14=0/1132,9-11=0/1839,6-11=-984/0,6-12=0/401,5-12=-341/0,4-12=-89/635
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
5)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss.
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 other means.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
SN OF
JOHN M N
PRESLEY rn
TIL
/ 43029
yOmfSTEF�
-- — K)MAL
11 ie v b t h t d p ANSI/1 PI y lly q I'.PI t 'I II 5r f d typ,show - d t d t j-1. I th t d. 11 d 'g h d p p- t hd t d--dual /{/. S'��
h iW 6 pun I t he 1 11 d d l I d' f'll) Appl' h l l) (I g p- 1 d p p pur t ( p t p h 1'ty f l R Id g lk g R Id'g D
g.—hail f fy all d:.g,, 'reL.�
fn l lh':h t f f lh d-1 d en t: f th pec t h Id g d g g od d d- R 1d-€De g pl: p ti I'ty 1 lh m:. y f the design
r-a tr 't 'y f t 1 dn,g h po nt S I f f I'd ly h en-1 g b- I d by Ing, p Y R' gel f I el ppo l -,S hr. ly-d d t pin ....0 and
pern vent brut ny.ReCer lu Building C nnponent Safely I f metiun(R(.511 for genet il guidaner reg ding cturage,d I ry,erectio i and br....y av JaM1le from SR(A and Truss Plate Institute.
Job - Truss Trussrype - — —--"— L(26
Pry Ford Crossing Northampton,MA
15092448BF 1 F45G Floor Girder 1-._ _Job Reference(oPtionap
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc..The Mar 01 16:21:22 2016 Page 1
ID:B4XOx_5joW N NbWNC3m WMXwyarNd-SO?1 ugYDgl_Jj81?62Ur5Yzp3wYai7J3yO9K7_zfFO
0-8-4
2-6-0 1-6-10 2-1-8
--.—'--�_.—"__..—_ _� Scale=121.
I
i
I T7x12 MII18— 3x4= 1.5x3 I 3x4= 1.5x3 11 x10= 3x4 11
1 2 3 14 4 5 7
wi f
vus�
13 12 11 103x4.= 9 8
410= 1.50 II 3x6=
3x8
0-9-12 7-7-6 9-10-0 12-10-6
F 0.9.12 I---------------- 6-9-10 `------—-- —f----—2_2_1Q --�-- --- 3-0.6
---- -.—_- —_— —— --- —2 ---- -- — ---- ---
Plate Offsets X Y�[1 0-2-0,Edge]�4:0�1 8 Edge][10 0 1-8 Edgel_
LOADING(psf) SPACING 2-0 0 CSf DEFL. n (lac) I/deFl L d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.09 9-10 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.23 13 >633 240 M1118 141/138
BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.01 8 nfa No
BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:62 Ib FT=0%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 DF 285OF 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 DF 285OF 2.3E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 8=1056/0-2-8(min.0-1-8),1=1148/0-7.4 (min.0-1-8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1853/0,2-3=-1844/0,3-14=-1884/0,4-14=-1884/0,4-5=-2477/0,5-6=-2477/0
BOT CHORD 11-12=0/2477,10-11=0/2477,9.10=0/2121,8-9=0/2121
WEBS 6-8=-231010,1-12=012033,6-10—13/468,3-12=-522/0,4-12=-853/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d(0.131"X 3")nails. Strongbacks to be attached to wails
at their outer ends or restrained by other means.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8)CAUTION,Do not erect truss backwards.
9)Use USP TH035160(With NA913 nails into Girder&NA9D nails into Truss)or equivalent at 9-10-0 from the left end to connect truss(es)11`06G(1 ply 2x4
SPF)to front face of top chord.
10)Fill all nail holes where hanger is in contact with lumber.
11)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:8-13=-20,1-14=-220,7-14=-100
Concentrated Loads(lb)
Vert:6=-362(F)
OF
JOHN M. M
PRESLEY
CIVIL
ffth 43029
pc STER
I'h 1 1'h rip-ANSI/I PIy Ity y l: PI i.:1 Il hr f-. d ypt h d t d j' it th w t d I'h.d 'g h d p p t :I d 1 ii d 1
b'Id_b pnn i u,he, t ll d,,d leaded vett,cally,Appl' hlly I&,,gu ru,a elmi ff"Pe,u,cerratual—of c—p , p hl vet he a'It gDe gn .Build gDc g Q 11 1y 11 de gu
i 1'. dt .heels F an 'th d d ey i n ithc pe'1 tat-Id'F ndg r g al ri d
fluddiligD t p p -bliyl [he rre 1 accuracy ofth denim
1 li it y I t !k 1 h Iding C.i f r - fd my h i '1 h t dhy IFP p y.a 6 1 -:1' rt. I ppr I I I h s<i fy rid n t pl c crxctiat end
pc—a—ta,,i y Refer w auilcleng Compote t Safety lar-u. u(Uh S11 to g c,d puliu c regarding e—ge,del—Y,cr cl and b aci g-vailable rr),n SBCA and Try s Flak 1antc.
Job Tuss Tlussrype Ply Ford Grassing Northampton,MA
15092448BF 2F01 Floor 11 1
� � L._^„___,_ - T Job Reference foPtionaO
universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:21:23 2016 Page 1
ID:B4XOx_5joW NNbWNC3mWMXwyarNd-wDZP6AYrac6ALIcBg 104elWunKnZRXnCBgutfRzfFOg
0-1-8
2-” 0j-8
0-0 1-fi-0 7- 2-1-8 1-6-0 1-6-0 0j-8
s. =1:51.
4x8 3x6 FP=
i 3x6- 3x4= 3x4= 34 FP'- 4x10- 3x4= 3x4= 3x6--
1 2 3 16 17
,�, 4 5 6 7 8 9 10 11 12 13 1 -T?
A 31
29 28 27 26 25 24 23 22 21 20 19 18
3x6-= 3x6= 4x10_ 3x6 FP=4x12= 3x4- 30 3x6-
4x6-
I
9-0.0 ,,¢q 21-6-0
F------- ?-6-0-------.....— ----�-- --5 10-8 - _.. -h-80 _.. 5-0-0 0-9 01 .g 31-0-0.— _-
7-6 0 _g_ f1 ..—--— 9-4-8
Plate OffsetsX YI _0-1-8,Ed e, 50-1-8 Edpel[9:0-_&O,Ed e9]
LOADING(psf) SPACING- 2.0-0 CSF. DEFL. in (too) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.27 19-20 ?717 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.47 19-20 >403 240
BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.05 18 n/a n/a
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:121 Ib FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals.
BOT CHORD 2x4 SPF 21OOF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 oc bracing:24-25,22-24.
REACTIONS. (Ib/size) 29=750/0-3.8 (min.0-1-8),24=2109/0-3-8 (min.0-1-8),18=818/0-3-8(min.0-1-8)
Max Grav29=794(LC 2),24=2109(LC 1),18=862(LC 3)
FORCES. (to)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2190/0,3-4=-2190/0,4-5=-2088/0,5-6=-1055/226,6-7=-1055/226,7-8=-1055/226,8-9=0/1593,9.10=-597/461,10-11=-597/461,
11-12=-216910,12-13=-2169/0,13-14=-2475/),14-15=-2475/0,15-16=-2475/0
BOT CHORD 28-29=0/1415,27-28=0/2088,26.27=0/2088,25-26=0/2088,24-25=-1065/0,23-24=-1593/0,22-23=-1593/0,21-22=0/2169,20-21=0/2169,
19-20=012586,18-19=0/1570
WEBS 11-21=0/294,12-20=0/283,9-24=-1078/0,2-29=-1552/0,2-28=0/856,3-28=-312/0,4-28=-46/440,5-25=-1285/0,6-25=-263/17,
8-25=011807,8-24=-111410,11-22=-1875/0,9-22=011914,16-18=1722/0,16-19=0/1001,13-20=-730/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 1.5x3 MT20 unless otherwise indicated.
3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI(TPI 1.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used inthe analysis and design of this truss.
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 other means.
6)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
tN OF
JOHN M m
1r PRESLEY
VO CIVIL
Irt 43029
�Oc STEFZ� ?k`
K)ntAl.
Ito'tra t 1 b 1 dl, AN3VIPI yually W 1 PI1 :h Il tx f dtyt•shown and mat d 1j-1. I t d. 111:d. g h.d p. t rot .h d' 1' d'd-I
re,ld g ro. m1 r Gud dl tc 1 u5 Appl dll> fl:,g rr t Iprm parr f. p 1 .p -nlc fm 611 grx e B td'gD-g don t nd
of1i th fi 1 f1xm N ith do 'a d eq 1 1. 1 11 pa.f b 1d g lad g t g code., I d �n B Id g D-g p1 e p tial'y f r h rt 1n v of h d+siga
fINC I
t l y 1-t,,a"P.,tfi,b'Id g( ff t Id only wh 1 ,J.laa,aldby a UFP-.paity.Brac gI f It. I:pt 1 of'1 ...N:onl}aodd 1 place... oat and
pe—ocnt bi-n.ing Rcicr,,Bultdng Csnnponrnl"Wict)tniiato. n(13091)ka gc-ol g oda. ,agnrding roragc,delivery.c a-c on and b—ol,,available from CBCA and Tram Pial,lama—
Job =2F03
� Tr, Type Qb PIv Ford Crossing Northampton, MA
1509244 BBF Floor 1 i
_.—...._ ....� —_�__ Job Referen>�0Dtional)
Universal Forest Products 7.640 s Nov 10 2015 MiTek industries,Inc. Tue Mar 01 16:21:26 2016 Pag9e 1
ID:B4XOx_5jo WNNbW NC3mWMXwyarNd-LoFXkCbjtXUlCmKmLtZnGO8RuXgyezLete7YGmzfFOd
1-6-0 1-6-0 0 1 8
Scale=1:26.
I,5x3 Il
3x4 11 3x8= 1,5x3 11 1.5x3 11 3x4= 1.5x3 11 3x6 FP= 3x8= 1.5x3
1 2 3 4 5 6 7 8 y
— — -- --- - ---- .2—
VV 16 IC
14 13 12 11
3.6— 3x6= 3x4= 3x10 MT20HS FP= 3x8= 3x6
16-1-12
-------------—
16-1-12
Plate Offsets X Y ---- ----——
L�- j1:Edpe,0=ii-8�,[13:0-1-8 Ed9,�L4 x-1-8 Edge! -- _— _-----_—.----._—.
LOADING(psf) SPACING. 2-0-0 —�`CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0-57 Vert(LL) -0-2711-13 >720 480 MT20 197/144
TCDL 10.0 Lumber DOL 1,00 BC 0.65 Vert(TL) -0.4511-13 >422 240 MT20HS 148/108
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0-05 10 n/a n/a
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:62 Ib FT=0%F,0%E
LUMBER- BRACING
TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 20 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 20 SPF No.2 or 20 SPF Stud(flat)
REACTIONS. (Ib/size) 15=954/0-1-12 (min.0-1-8),10=948/0-3.8 (min.0-1-8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2882/0,3-4=-2882/0,4-5=-2882!0,5-6=-2840/0,6.7=-2840/0,7-8=-2840/0
BOT CHORD 14-15=0/1752,13-14=0/2882,12-13=0/3137,11-12=0/3137,10-11=0/1753
WEBS 3-14=-&01/0,2-15>1928/0,2-14=0!1293,8-10=-192410,8-11=0/1202,511=-328!0,5-13=-081/159
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1.
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
6)Recommend 2x6 stmngbacks,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.
7)CAUTION,Do not erect truss backwards.
LOAD CASE(S)Standard
SN OF
"N M. rm
PRESLEY
CIVIL
/1 43029
$C1� ` rSTEF
AL'�11G
II v. I M I b dp ANSIlTPIy I'ly yu 1=.411.:h 11 hi. f'.. dtype h d Ida1j,1. de Ih d 1h:d.-gn b d p p t.':h d,,l d 'dual
b Id y r pun t tk 1'll d d l dcd t dll' Appy Ml ty f de g pa 1 d p pc puri uC umpsm 1 p 'b l ty>E the R-Id'1g De,-gn r1 id" De.'g .h ll r, ltd 'g
I ion th h 1 t o f u 11h d 1 d eq e 1 f1he.,p-1w b.4dng and g of B code,and djwmce,.6 ild g D 'gn ept pu 611y f U e m r Y f the design
,pec,lk b ldgC tf t Id ly,fi n1- 6b--A by LFP mp y.R.g h fiv I.-al. Mel fl br: 11 ddM.: t pl .,.nmol and
ptr.nem tvacmf. Rclee 1n Ruilc6np{omrxx�rnt Safetp Ulfwma um{Rt.Slt lot Kemal gutdanu regarding iurak,def erv.en 1 n and hraiinf,�v��laMc from SRC A and T, Platy fiiwirule
Job Tmss — ---TT'ussype -�-Qty PIy Fod Crossin154924486E 2F03A 2 1
Job Reference optional)
Univorsat Forest Products 7.640 s Nov 10 2095 MiTek industries,Inc.Tue Mar 01 16:21:27 2016 Paggo�� 1
ID:64XOx_5joWNNbWNC3m W MXwyarNd-p_pvxYcLercbpwvyvb,40obgbOxAENQuo6is5oCzfFO
2 6-0 2-1-6 1-6-0 1-6-0 0 1 8
Scale=126.
1.50 II
3x4 11 3.8=: 1.5x3 0 1.5x3 ii 3x4= 1.5x3 II 3x6= 1.5x3=
1 2 3 4 5 6 7 6
v 14
12 11 to
3x6= 3x6= 3x4= 3x6= 3x6=
15-11-14
15-11-14
Plate Offsets XY _(1( Eddge,p-1-81 [i t:0-t-8,Edge]LU0-1-8,Ed e1.._—m_.
LOADING(psf) SPACING. 2-0-0 CSI- DEFL. In (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) 0.26 10-11 >722 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) 0.45 10-11 >421 240
BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.05 9 n/a n/a
BCDL 10.0 Code IRC2009(TPI2007 (Matrix) Weight:62 Ib FT=0%F 0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 210oF I AE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 13=944/0-1-12 (min.0-1-8),9=938/0-3-8 (min.0-1-8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2803/0,34=-2803/0,4-5=-2803/0,5-6=-2800/0,6-7=-2800/0
BOT CHORD 12-13=0/1733,11-12=0/2803,10-11=013077,9-10=0/1733
WEBS 3-12=-40710,2-13=-1908/0,2-12=0/1253,7-9=-190210,7-10=011180,5-10=-308/0,5-11=-495/138
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanical connection(by others)of truss to bearing plate at joints)13.
3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlTPI 1.
4}"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means.
6)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
�H OF
JOHN M. m
PRESLEY
CIVIL
/
l f 43029
�C rSTER�
It v ha I'h dl ANSIII YIq-lily h I: pl I.:h Ilh t ..- d ylx h d nt J Ij t. d Ih td 7'h" d 'En h J pwp
h Id-g po t he wll d 11 d J t Ily Appr 61'i} f tk'g pa I t prulx Ix r t M p m po_b i cy f th R lit ig Dc g R id"g Dc g ,J li ty R A t d.t,
. /.r�m5,.(�1f
r( n tia the t f man Ih d I hIp d gg u
ori eq i t the r " d ri d n Rutd"p D-p to ap p. 'hili 1 I Ih rrectn n r y at th do gn
f d 'r y tt t !x I h Id !C rlf r I'd ly whrnt VI b t dhy UFP p y R ng h .f I Ix pp i fl M:ml1 rid a apia cri�rtn enJ
pcmxinM�t tx ng Relcr trr Ru Iding Cwnpinre t S fery into enaticm tRC.Si}[or t. eras g<riefian<e mparding womge,drivery.er c r and t+raring avaiiat+te from SRC A and Tru x Pfate 7naitu�e.
s Type
y pe--- Q �Y- -ro-rc�C-�o-ssin—g-Northam—pton,MA
s— -----:TFrluoor Girder 2 1
as
titis
Job 2TF05G
15092448BF
JobReferoracgAtoqfictnaj)
UniversalForest Products
7,640 a Nov 10 2015 MiTek industries,Inc. The Mar 01 16:22:08 2016 1
ID:B4XOx-5joWNNbWNC3mWMXwyarNd-6tnPYZ53-RnnEDYqpiJezFtdLTCeUyNqXAlmklwtN2
0-1-8
14
H -Acoate=1:21.e
1-5x3 11
1.5x3 3x6 1.5X3 11 1.50 11 4x14A 1.5x3 11
1 2 16 3 4 3A 5
L Q'y P�
2 _T 1 Jc
ci
FL I
13 12 11 WO-
3A= 1.5x3 J[ 3x6
Us- 3x6
8-4-6 12-11-14
84-6 -4--9 1--1 7 1-8
-of aw-gff:S:it- -- -2 3-0-6,
9-_1-8,Edqe 16_0 074-_8,E 13 0-1-8 EdgeL
L -4-8 Edgeld1t) Age]A--
LOADING 1ps' SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl LUJd PLATES GRIP
TCLL 40.0 Plate Grip DOL IM Vert(LL) -0
TG 0.51 Vert(LL) 13-14 >999 480 MT20 197/144
TCDL 10.0
Lumber DOL 1,00 BC 0.47 Vert(TL) -0.28 13-14 >544 240
BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.04 9 n1a n/a
BCDL 10.0 Code IRC2009rTP12007 (Matrix) Weight:55 lb FT=O%F,O%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins, except end verticals.
BOT CHORD 2x4 SPF 2100F 1AE(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (lb/size) 14=117710-3-8 (min.0-1-8),9=929/0-1-10(min.0-1-8)
FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-16=-2573/0,3-16=-2573/0,3-4=-2573/0,4-5=-2349/0,5-6=-2349/0,6-7=-1839/0
BOT CHORD 13-14=0/1981,12-13--0/2573,11-12=0/2573,10-11=0/1880,9-10=0/1391
WEBS 7-9=-1 61210,2-14=-2168/0,6-11=0/587,2-13=0/807,4-11=-461197,6-10=-568/0,7-10=0 767
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9.
3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSffPI I,
4)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss.
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 other means.
6)CAUTION,Do not erect truss backwards,
7)Use USP TH035160(With NASD nails into Girder&NA9D nails into Truss)or equivalent at 9-11-8 from the left end to connect trusses)21`06G(1 ply 2x4
SPF)to back face of top chord,
8)Fill all nail holes where hanger is in contact with lumber.
9)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,Piate Increase=1.00
Uniform Loads(plf)
Vert:9-14=-20,1-16---220,8-16=-100
Concentrated Loads(lb)
Vert:6=-119(6)
SH OF
JOHN M
PRESLEY
CIVIL
43029
ISTE
I h v I L f h 1 ri p r ANSI(I PI Iualiiy q 1 1:.plat. hall lx f. d typt h d ante d I j t.uric th w d.Th'dg h.ri p pa. Aa at, d'-dual
baiId'a.g-opoalal he-tAcd d loaded-IicallyAppl-lably f d .p-a-1--ad poorer-peat...arcon,pmea,i-p-,,wityof IN,ftflthog Dcago-lkoldg D-gae-hall"c"f)a"dlllg't
att- I
.,:,,:a:,.ibi Ba,lding Desigoor accept,re,pon.,atably f�the-rreca-s c,-uncy of the designdesignorrna -..yrvj-1.-peg h,b..I,fiag C,0,11-jonig valid only h,,tra-,fabova(cd by.LTP-.p..y R..c.g.hoavar,fi., ......
pttrllaneni txacang.Reter co auilrfing Cean7rrxrent Safet}[elt'ormal„n taC;',i)for general guidance egard ng nerrag delivery.creel> I Gom SBC Aand`ra.,,Plate Io,,a-.
Job u- IT.Type Oty Northampton,MA
15092448BF Truss
Ford Crossing Floor Girder I
Job Reference lop fiona!
Universal Forest Products 7.640 s Nov 10 2015 MiTok Industries,Inc. Tue Mar 01 16:21:29 2016 Page 1
10:B4XOx_5ioWNNbWNC3mWMXwyarNd-INxgMEdcASsJ3D3LO06UuOmvzl?rrT35ZbLCs4zfFoa!
1 3X6 2 3X4 11
Scale=1:9.4i
c
VVI W1 wi wl 9
3x6
4 3
3x4
2-3-0
—2-3-0--
_Plate Offsets jX.Y)— 4_AeO176�
LOADING(psf) SPACING. 2-0-0 CSI. DEFL in (loc) Well] Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.00 4 .... 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.01 3-4 >999 240
BCLL 00 Rep Stress Incr NO
WB ODO Horz(TQ 0.00 3 n1a rL'a
BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:12 lb FT=O%F,O%E
LUMBER BRACING
TOP CHORD 2x4 SPF 2100F IISE(fiat) TOP CHORD Structural wood sheadhN directly applied or 2-3-0 oc purlins,except end verficats.
SOT CHORD 2x4 SPF No.2(fiat) BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (lb/size) 4=495/Mechanical,3=219/Mechanical
FORCES. (lb)-Max.Comp./Max,Ten,-All forces 250(lb)or less except when shown,
TOP CHORD 1-4=475/0
NOTES.
1)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1
2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
3)Recommend 2x6 strongbacilts,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.,
4)Use USP TH035160(With NASD nails into Girder&NA9D nails into Truss)or equivalent at 0-6-8 from the left end to connect truss(es)21`04(11 ply 2x4 SPF)to front face of top chord.
5)Fill all nail holes where hanger is in contact with lumber.
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 Imease=1.00,Plate Increase=1.00
Uniform Loads(pff)
Vert:3-4=-20,1-2=-100
Concentrated Loads(lb)
Vert:5=-474(F)
tH OF
JOHN M (P i
PRESLEY m
43029
Oct STE
Thn;i m he fahricated per ANSIIrPI yualiry reyuiremcnu.Plain shall bed.r -nd type shown and centered of jrn r unle xhe iu naed.P design is Nsal pan par mom ahwm and for an individual
infix ij. ddsheet for—f—un.-th enandrivirsand ret!urrenncrdof(he spxific building andg ngk,and urdniainee&Building Desigimeiaeeru,—ro-bility fin the or--ey f he de,'gn
infer—ton--yrd.,
ing i,auhibk from SBCA..d TM.In..—
Truss T
P 'Ford Crossing Northampton,MA
Floor Supported Gable —71
True Truss Type
Job Tress
2
15092448BF
__ __7
Reference
Universal Forest Products 7,640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:2110 2016a 1
ID:B4XOx 5joWNNbWNC3mWMXwvarNd-DZU2aZeExI AqNeXaieiQElEp8LnawmEoF51P)(�voz
0-p
Scale:714'=14
3x6 FP-
1 2 3 4 5 6 71 8 9 10 11 12 13 14 15 16 17 18 9 20 21 22 23 24
tI S'l I E 1 1 11 1 1 1 1 50
kxx,=�
L L=_ 1- 1�u�
48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25
3x4
3x6 FP= 3x4
29-0_
29-0-0
LOADING TC 0,07 S
2-0-0 CSF. DEFL in (loc) I/deff Ljd PLATE GRIP
TCILL 400 Plate Grip DOL 1.00 Vert(LL) We - n/a MT20 19711"
TCDL 10.0 Lumber DOL IAO BC 0.02 Vert TL n/a - We 999
SCILL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 25 n/a n/a
BCDL 10.0 Code IRC2009fTP12007 (Matrix) Weight:96 lb FT=O%F,O%E
L G(psq SPACINC�
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 SPF No.2(flat)
BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. All bearings 29-0-0.
(!b)-Max Grav Alf reactions 250 lb or less atjoints)48,25,47,46,45,44,43,42,41,40,39,38,36,35,34,33,32,31,30,29,
28,27,26
FORCES. (lb)-Max,CompJMax.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSITrPI 1.
6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss.
7)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.
LOAD CASE(S)Standard
JtA OF
JOHN M 0
PRESLEY r"
G4 J CrVILL
43029
IST
Th.t t he bbr,djANSVM qfiry eq rnis.Flat ,hull he f.' and type shown and cenrered m rnnls unle s xhe wise need.Thi design t haarA pm par neo chnvn nd f rc -d' Aual
h Id g pe t w tx msu8at red leaded nett Ily.Appl'c MI'1y r ries'g tea nM ..mel payer mcapxaC >#ranprmn t prm.�bit ty atn 8u Sd ng Desigr�.as->ai g resigner shah 'F} 0 d<'n
t m i this shat f ctmf once vith u dti -wtd eq it m f Ih pec tic hu lding and governing odea dad enc Bu-IJ ng Drn'gna Ypr 'pm-bilny I rite cxram u ur of the design
Jim I
may
relate u,a.pmt huddng.Cen f n I'd 1}xne t C hncuted M a UFP rang }.B ung sh ',f 1 tttul a peon t tr - Izrs ad erxi dyes na replace erectiear arnf
perrrune't,r—g.
Job Truss Type Qty Ply i
Truss
Ford Crossing Northampton,MA
15092448BF 2FO8L Floor Supported Gable
Job Reference�oo I
—Unbv—emal F P 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:21:30 2016 P I
ID:B4XOx_5joWNNbWNC3mWMXwyarNd-DZU2aZeExl_AgNeXajejQEIF78LmawsEoF51P)gro
1 15X3 11 2 1.5X3 3 1,50
TI
7
ST1 wi 9
ISX3
5 4
3x4= 1,5x3 1.5x3
2-3-8
2-3-8
LOADING(psq T SPACING2-0-0
CSI. DEFIL in (loc) Udeft Ud PLATES GRIP
TCLL 40-0 Plate Grip DOL 1,00 TC 0.05 Vert(U-) n/a n/a 999 MT20 197/144
TCDL too Lumber DOL 1.00
BC 0.02 Vert(TL) n/a eta 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code IRC2009rrPI2007 (Matrix) Weight:10 lb FT=01/6F,01%E
-
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2(fiat) TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals.
BOT CHORD 2x4 SPF No.2(flat) ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SIDE Stud(flat)
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (lb/size) 6=62/2-3-8 (min.0-1-8),4=48/2-3-8 (min.0-1-8),5=137/2-3-8 (min,0-1-8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Gable requites continuous bottom chord bearing.
2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
3)Gable studs spaced at 1-4-0 oc.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10-2 and referenced standard ANSIfTP1 1-
5)*Senni-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss.
6)Recommend 2x6 strongbacks,an 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.
7)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
tN OF
JOHN IM
PRESLEY Tf
CrVIL -4
/IV 43029 0
IS
� DNAt
lh'r to he i bricated prr ANSVIPI yualny eyu rn sets.FI t:Jwll he td.` and type shovm and crntaed m j els anis. afi nufce npol.71ais deign W.ed pni p a net ht um nd.f x 'ndrvidual
mr—.m fbi-tim Jor—ft—ce with—difi— Weeito—tebl, fib,,p-he Wilding and go—uog eod. d rdin—Building Daigm aeecitts tesponsibility for the(ineetnm or—y of the design
pe—i—g'Refer a,euitdiug C omFxmrnt Safay tni'mnmiar tBCS3j For general gurdnxe reg:vding.isxage,detiscry,emcti,m and Mxing asYilxMe Gmo SIl(.A wtd 1'ru s Flan Institute.
Job �T"ss Truss Type oty Pir Ford Crossing Northampton,MA
15492448BF (2FO9L Floor Supported Gable 1 1
�_ �__ _..--_ -. _ !Job Reference o_p9onalt _
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Mar 01 16:21:312016 Paaggee 1
ID:B4XOx_5joWNNbWNC3mWMXwyarNd-hl2Onvfsi3611XDj8R9yzRrObYh?JN1N1vgJx 70
I
1 3x4 h 2 1.50 3 1.5x3 It 4 3.4 I'
style=ls.�
V
d w1 wi
STI ST1 wt wt!
Y
I
i —
1
i
8 7 6 5
3x4 is ISO 1.5x3 II 3x4
3-8-8
--
34:13
Plate Offsets xEd9e•0a Edge a1-sem
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 ( Plate Grip DOL 1.00 TC 0.06 Vert(LL) n/a nta 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Hort(TL) 0.00 5 n/a n/a
BCDL 10.0 Code IRC2009frPt2007 (Matrix) Weight 16 Ib FT=0%F,Oa/E
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.8-8 oc purlins, except end verticals.
BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF Not or 2x4 SPF Stud(flat)
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. All bearings 3-8-8.
(lb)- Max Grav Ail reactions 250 Ib or less at joint(s)8,5.7,6
FORCES. (lb)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown.
NOTES.
1)Gable requires continuous bottom chord bearing.
2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
3)Gable studs spaced at 1.4-0 oc.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
5)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means. -
LOAD CASE(S)Standard
SN OF
JOHN M t
PRESLEY nlk
/}�/�cn•fL �
J I P� 43029
At
fii w.s:ro he f br"atw per ANSI/fPI yuulny alai enirntx.Fgat dtall be f:,e and type shouv and centered m jtuntx unl�.reherwse noted Thi+de+gn i h.cd upset p �l r-.hnwm nd i.fu an"ndi idual
tai{dreg pr t m he-walled aml loaded. ra11Y Appl"caMlizy f dccign pun ter. d prrq�er inaupnrat t M emrfxncn" clxmsiizi ry c(chc$u'Iding Dn"gsrer.B id"g 13 xigner hail ty all d-g.
fur to thi h.1 F,,, karma -th coanditinns and rNun-nmis ofth,spe6fic building and govcmmg aidr.arid ardi n Building Ilea-gn cpt M bili f th cctn -rc urn Ynf the design
r t .it m y elm �n a:peril hu"Id'ng Cat f aurin sI d 1}whrn w :f bri uud by a IIFP comp y.Q mg Nxwn" t r r.-a I ppe r M tru-. her.rnl nd d rx eplace ernuas and
permarent bracing.Rotor to Quiirang Ceunprmenr Safety Iniirrnmias tQC'SII lar general guedame regarding struage,ricli.rry.e+cctiun and Mxing m tilabie from SQt.A and Tru.Plate inuitute.
n
Job Tn1ss —— — — Truss Type civ Plv Ford Crossing Northampton,MA
15Q92448BF 1F41 Floor 11 1
„__,.._� �_, Job Reference{optional) ___ ,_
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:2115 2016 Pagge 1
ID:B4XOx_5joWNNbWNC3m W MXwyarNd-9g4NORSgT95IN4?eC3sCJ3BYp53gZwC 1 LQySNuzfFO
0-8-4 p 7 p 2 q
F + 260 j 154 1fi—°j1—$ F...�_6- p�11 qe1
Scale=4;53.
3x4= 4x8= 3x6 FP-- T1x12 Milia=
T7x12 Mill 8= 3x4= 3x4= 3x6 FP- 4x8= 3x4= 4x4 3x4- 3x4=
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
32 31 30 29 28 27 2625 24 23 22 21 20
410= 3.4= 410= 44 3x6 FP= 4x6= 4z10=
410
Qb-9 21-0.8
14-10-8 _19-10-8 $ 29-11 ._—3
14-0-12 5-0-0
4-9.0
Plate Oifsets.(X YZ 0 2-t7,Eggq (6:0-1-8 Edgej_j..3-0.Ed e 12.0-1_S,-640-1-3-4-8—[ :0Edgej,_[19 0 2-------2-0--0--0 --30Ed�C e]_
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.1622-23 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.2722-23 >675 240 M1118 141/138
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) -0.04 19 n/a We
BCDL 10.0 Code iRC2009trPI2007 (Matrix) Weight:119 Ib FT=0%F,0%E
LUMBER- BRACING-
TOP
RACING TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins.
BOT CHORD 20 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 oc bracing:27-28,25-27.
REACTIONS. (Ib/size) 1=709/0-7-4 (min.0-1-8),19=779/0-7-4 (min.0-1-8),27=2032/0-54 (min-0-1-8)
Max Grav1=756(LC 2),19=822(LC 3),27=2032(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown.
TOP CHORD 1-2=-1370/0,2-3=-1366/0,3.4=-1366/0,4-5=-1906/0,5.6=-190610,6-7=-989/233,7-8=-989/233,8-9=-989/233.9-10=011558,
1 0-1 1=56214 39,11-12=562/439,12-13=-1969/0,13-14=-2380/0,14-15=-2380/0,15-16=238010,16-17=-1506/0,17-18=-1506/0,
18-19=-1510/0
BOT CHORD 30-31=011925,29-30=0/1906,28-29=0/1906,27-28=-1067/0,26-27=-1558/0,25-26=-1558/0,24-25=0/1969,23-24=0/1969,22-23=0/1969,
21-22=0/2218
WEBS 12-24=0/301,13-23=-008/0,10-27=-1039/0,1-31=0/1497,4-31=-618/0,4-30=-288/104,6-28=-1164/0,7-28=-263/16,9-28=0/1726,
9-27=-1074/0,12-25=-1688/0,10.25=0/1863,19-21=0/1650,16-21=-787/0,14-22=-426/0,13.22=0/914
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 1.5x3 MT20 unless otherwise indicated.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
5)"Semi-rigid pitchbreaks including heats"Member end fixity model was used in the analysis and design of this truss.
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 other means.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8)CAUTION.Do not erect truss backyards.
LOAD CASE(S) Standard
St+OF
JOHN M. m
PRESLEY
CIVIL
��43029
Q-
OctSTEF
Thl:Ir t h,I h 1 d p ANSU7 PI y ality y nl..PI t. h II h of nd lynlhovm and unto d t j 1. I NI 1 d Th d g h d p p 1 h'. d' f 'rd Juai
hu ld-6 nr P< a t r M- t II d d l aJed t IIS-App!' h rty f de g pa.- 1 d proper incrxparar r pre t pa -bil l} ft6 B'IS nt,n—p-,Bt,}J }Pe'g c.h II -t}-.11 d p
i f n Ih'.sh f f -th d 1 and ey iro of N pec'Be b'Idbg d g g ori d nrd B'Id g De Ig r pl 'p 1 ib lily I the c ar ray f the de.tgn
i f f r :- y I I sp'l h Id g.C i f r n rd ly when! I h'al d by L'FP, p y.B g h :f r l u I:pparI W 1 brr.onfv i J<. x r pl..,ncrrvn anJ
Pe an;xn 5racin},-fteier w Ruild ny C<npcarcot Safety Inkrcmauon{B(lt�f tre uI gvidanu rt},ardin},.Image,derrery,e e t nn a id Mai n{,a ertabii tmm SB(A and Truxs Plate in.eiilulc.
Jab --
1509, ]fiuss Truss Type— EFor'd Cnissing Northampton,MA
15092448BF IF02 Floor
Job
Job Reference(qp net
Universal Forest Products
7,640 s Nov 10 2015 MiTek Industries,Inc. Tue Mar 01 16.21:16 2016 P el
ID:B4XOx_5joWNNbWNC3mWMXwyarNd-dtelenTSESD9?DZrmnORsHjiiVOzINTAa4hOvLz_nir
0-8-4
2-6-0
Scale=1:49.5
4x8= T7x12MIII8-
6x6=3x4= 3x4= 3X4 4x8= 3x6 FP 3x4= 4x4- 3x4- 3x4
1 2 3 4
30 26
2: 21= 14 21 11 21 20 t9 t8
3X8 4x10- 3x6= 4x10= 3x6 FP-- 46- 410
19-4-8
12-10-8 u-9-
; 27-114 8 q13
7 __�__-------'- ________ ___V
8-6-12
Plate Offsets 1X Y 4 O�1 8_Edglej 0 18 EdDejL�0 3 0 Edge),[1 1:0-1-8,Ed e, 12:0-1-8.EdRe -,z 0-9
_L_ _jdlip-Z 79L
in (loc) I/defl L/d PLATES GRIP
Plate Grip DOL 100 MT20 97/44
DEFILL
TCLL 40.0 6 Ve t(L -0.1620-21 >999 480 1971144
1
TC 0.-
TCDL 10.0 Lumber DOL 1 00 BC 0 75 Vert(TL)
-0.2720-21 >675 240 M111 141/138
BCLL 0.0 Rep Stress Inrr YES WB 092 H z(TL) 403 17 We n/a
Code IRC2009ITP[2007 Weight
LOADING(psf) SPACING. 2-0-0
BCDL 10.0 _Matrix; 1121b FT=O%F,O%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SPF 2100E 1.8E(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 oc bracing:25-26,24-25.
REACTIONS. (lb/size) 1=575/0-74 (min,0-1-8),17=786/0-74 (min.0-1-8),25=191910-5.4 (min-0-1-8)
Max Grav 1=630(LC 2),17=823(LC 3),25=1919(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1099/0,2-3=1095/0,34=-1095/0,4-5=-136410,6-6=-7901288,6-7=-790/288,7-8=0/1525,8-9=-571/359,9-10=-571/359,
10-11=-571/359,11-12=-1975/0,12-13=-2385/0,13-14=-2385/0,14-15=-1508/0,15-16=-1508/0,16-17=-1512/0
BOT CHORD 28-29=0/1 364,27-28=011 364,26-27=0/1 364,25-26=-1 074/0,24-25---152510,23-24=0/1 975,22-23=011 975,21-22=0/1975,20-21=011 975,
19-20=0/2222
WEBS 11-22=0/295,12-21=40010,8-25=-1042/0,1-29=0/1200,3-29=276/0,4-29=-312/143,5-26=-831/0,6-26=-278/0,7-26=011504,
7-25=-939/0,11-24=-1677/0,8-24=0/1861,17-19=0/1652,14-19=-789/0,13-20=-421/0,12-20=01895
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)AN plates are MT20 plates unless otherwise indicated.
3)All plates are 1.5x3 MT20 unless otherwise indicated.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
5)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means,
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
tH OF
JOHN M CA
PRESLEY
43029
Gk I'STIE
AL
dinnuin.. thi,heel le,ofnee-h-ndnnut-tid req,uremeutf the speethe building and gveining n4c-nd ordnian-,Budding Devgu-u...lu,-p-Mity I.,Ih nrrccm ur...-y.f the d,,,gn
ft-ugh-n,fte lateral aippuitof un-i-k-unly and d-nN pla-—iin and
Min....i to-ing.Rene,i.Ruldug Cuip-ul Safety Inform atua,iBCST)for general inuduu,-gad,.g,1-g,,dove y--ion and h—g-dable from SBCA and Tru,,Plate ln,uuu,.
Jab Truss --- Trus yTs�pe �PIy Ford Grassing Northampton,MA
---
15492448BF 1F03 �Flaar ��—
_,� Job Reference o tional
Universal Forest Products 7.640 s Nov 10 2015 MIT&Industries,Inc.The Mar 01 16:21:20 2016 Phgee 1
ID:B4XOx_5joWNNbWNC3mWMXwyarNd-WeuGT9WylhjbUrtc?dSN07uNb6ml EBSmVigD26zfFO'
24-2
i
scale= 2&lil
3x4 II 3x8= 1-5x3 1i 1$x3 II 3X4- 3x6 FP= L5x3 ifT7xl2MiI18—
3x4= 3x4-=
'. i 2 3 4 5 6 7 8 8 10
tv
4 Y
15 14 13 12 11
3x6- 3x6= 1.5x3 11' 3x6- 4x10-
5-2-10
— ---— — — f 1-1 00 -00 — 15-6-3-6 a16�-1-2
5-2.14 -9-4 12
12
Plate Offsets X Y
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.19 13-14 >952 480 MT20 1971144
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.32 13-14 >580 240 M1118 141/138
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) -0.02 10 n/a nla
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:62 Ib FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 SPF 2100E 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 16=917/0-3-8 (min.0-1-8),10=91410-7-4 (min.0-1-8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2696/0,3-4=-2696/0,4.5=-2954/0,5-6=-2954/0,6-7=-1700/0,7-8=-1700/0,8-9=-1700/0,9-10=-1704/0
BOT CHORD 15-16=011677,14-15=0/2696,13.14=0/2696,12-13=0/2610
WEBS 3-15=-311/0,4-14=-329/0,2-16=-1846/0,2-15=0/1153,1 0-1 2=011 862,6-12=-1007/0,6-13=0/418,5-13=-336/0,4-13=-116/617
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)This truss is designed in accordance with the 2009 International Residential Code sections R502,1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means.
6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
7)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
SH OF
JOHN M. 0
S PRESLEY
t? CIVIL
f�to 43029
Ck CO+fSTEft�
17 t to to f b t d pet ANSO PI quality tetliu—icut, Platfi II hr f d yp-h—i and cent-A t i dr Ih w t d i h d ign,,ba,,d d p p I h d:forruh,uhiiil
b fel b pm t t.he xt lltd d tcad.d t t}y Appr 511 fel:-gn p, 1 d proper inccxptxa- f tx c p b l ty f th B 1d1 g rk,iguer.Phuldinp D- hill lllify all de,ug.
fn 11u,h I or ( an Ih dl' nd equt I: I lhr pal build tg and g-orrarg ode' d mel'once Buildirip N.iguernelpl,re,pon,jbilky for the rr I y of the design
ld'gC ami f td atly hent '.fb' Iedhya LTH—pany B -gvh f'lt Isupp Ct to wlv del plan cr<.cunand
m outueal hraung-Refer to Bmldmg Comp-e rt Safety Mt'o r—ou tBi.SI)fur gc erA guida-C regarding,rorag,deli—y.—efior and brac'nf,, bble horn SBCA and Tru:Plate In,mitu1e.
Job Truss �� Truss Type �——�T2
Ply Ford Crossing Northampton,MA
15092448BF 1F03A Floor 1tPro � �_—Job Reference toRtiona�....—.---Universal Forest Products - 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:21:20 2016 Pagge 1
ID:B4XOx_5jo WNNbWNC3mWMXwyarNd-WeuGT9WylhjbUrtc?dSN07uNS6m_EBemVigD26zfFO'
-_14 1-6-0 0.9-12 p-$-4
—.—.—. --f --. ---—I ---- -- —
Scale=1:26.
1.5x3 it 3x8 1.5x3 11 1.5x3 1I 3x4= 1.5x3 II 3x4— Vx12101118=
1 2 3 44x4= 5 6 7 8 9
tv
1 14 13 12 11 10
3x6= 3x6= 1.50 11 46= 4x10
4-11-145-$-14 6-5-14 15-0-10 15-10-6
F--- — — 4-11-14 -9 0 0 9 0 F—------ —-------_—_8-6-12 -- -------- 1 0-9-12 1
Plate Offsets XYZ A-00-1188 9:
Ede 0-2-2,0-0-0 4:0-—1-8,
—. ----._-- --_--. ---------- —_—
LOADING(psf) SPACING. 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 T, 0.70 Vert(LL) -0.19 12-13 >960 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.31 12-13 >584 240 MII18 141/138
BCLL OA Rep Stress Incr YES WB 0.91 Horz(TL) -0.02 9 n/a n/a
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:61 Ib FT=p%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals.
BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 9=904/0-7-4 (min.0-1-8),15=907/0-2-8 (min.0-1-8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2.3=-2616/0,3-4=-2616/0,4-5=-2891/0,5-6=-2891/0,6-7=-1679/0,7-8=-1679/0,8.9=-1683/0
BOT CHORD 14-15=0/1624,13-14=0/2616,12-13=0/2616,11-12=0/2568
WEBS 3-14=-316/0,4-13=-334/0,2-15=-1796/0,2-14=0/1132,9-11=0/1839,6-11=-984/0,6-12=0/401,5-12=-341/0,4-12=-89/635
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1rPI 1.
5)"Semi-rigid pilchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
1N OF
JOHN M. A
PRESLEY
CIVIL
, s 43029
p Q'
Cr /STET+
11",v 1 I'h f I d poi ANSVI PI q.,thly y i i PI t t III T and lyp.<huwn and cunt B all I:unl olh I d 'I hi,d 'g i,h d upon p to h d i,for d" d n7
hu II!g. pu rx t he t tt d d i cF.d t 1Iy Apps- h 1} i tc:g P i d p up - Pt n of nmpnn t f 'p :6'I ly of th B-Id"g D A td b Ik g h li try ii d go
I Itoo
f an 'dh d I nd e9 re w: f h p 'I e building d g rntng ode d it Building D b g accept, p 'bil"Iy f Ih m y of the deign
y .I I r..-f' i 'building C.I-f u' .lid unly hn for.',f b' t d by n LFP—pity for b, 14 r4—,,f t he' l ddctt..nor rcpt.--tu er and LOS.I
per um gracing Refer fo Rt id tg(o nponent Safety informalian(ACSi)for g—al gmdno reg.dn.g fortige,deh—y,uca,. rd bracing—d,ible frum SRCA and Truly Plate 1 dtute
Job Truss --- Trus
s Type �i
Fo
d Crossing Northampton,MA
MA
15092448BF I F Floor I Job efereppjoptional
Universal Forest Products
7.640 s Nov 10 2015 MiTek Industries,Inc.TueMar bl 16:21:212016 206PXQ 1
ID:B4XOx 5joWNNbWNC3mWMXwyarNd- qSehUXa3?sS5?SoYKzcZKQbzWC9zkEvkMPlnaY
0-8-4
6x6 7- 3A= 1.5x3;I 1,5x3 11
1 2 3 4 53x4 63x4 11
T4
10 9
B4
8 U4-
3x6
3x6—
f--0-9-129-8-4
0-9-12 1-0-8
_PtOft�ets�Y)7�-8 Ed�epkj-ll EiJgje _
LDADINIG(psf} t SPACING- 2,M CSL DEFL, in 110cl Well Ild PLATES GRIP
TCLL 400 Plate Grip DOL 1.00 TC 0.46 Vert(LL) 022 10 >489 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.32 7-8 >337 240
BCLL 0.0 Rep Stress Ince YES WB 0.50 Horz(TL) 0.02 7 n1a n1a
BCDL 10.0 Code IRC2009rrPI2007 (Matrix) Weight:38 lb FT=O%F,O%E
LUMBER- ISRACING-
TOP CHORD 2x4 SPF No,2(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc,purlins,except end verticals.
BOT CHORD 2x4 SPF 2100F 1$E(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (lb/size) 7=532/Mechanical,1=53010-7-4 (min.0-1-8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-931/0,2-3=-92810,3-4=-928/0,4-5=-928/0
BOT CHORD 8-9=0/928,7-8=0/836
WEBS 5-7=921/0,1-9=0/1017,5-8---01268,3-9=-31010
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802,10.2 and referenced standard ANSIfTP1 1.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6stmngbacks,on edge,spaced at 10-"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.
5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
6)CAUTION,Do not erect truss backwards,
LOAD CASE(S) Standard
OF
JOHN M
PRESLEY
CIVfLL
43029
/STE
AL
This russiso,W fidixic-AN per ANSIMPT quality,eq.i—i,ua,.Mzit—hall helf,—and type hown and m(ad aijoints und-odi—noted This design isband upon parameters shown,and fora individual
Building D,,igo—jiafi—ify Ad—go
i.fornninkio-thisiihm fir—i—an. nh,orclition s and onqtno—insal the spa-8c building and governing Lla and ordirian—Building 0m.pirr u--ii—ibilay for thic—.,,sw vra y of do,design
f xmannn as h may relate m a paif budding Cenf t m is i d ly Aen t f her aced by a IIFP company.B av'ng silo .f lineal wppt t of Iru morin tml d& x replace a yin and �Law-,7715•x~-+fj�
germanebraving
}
..-
Job --- tnss Truss Type —__ oty Pry Ford Crossing Northampton,MA
15092448BF 1 F45G TFfoar Girder 2 1
— L_..._. _� Job Reference .—_.--
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:21:22 2016 Page 1
I D:B4XOx_5joW NNbWNC3m WMXwyarNd-SO?1 ugYDgl_Jj81?62Ur5Yzp3wYai7J3yO9K7_zfFO
0-8-4
2-6-0 1 6-10 2-1-8
f_--�------ ...—. ._-� �-..�. —i F-....—..---------� scale=1=21.
T7x12 M1118- 3x4= 1.50 II 3x4= 1.5x3 II x10= 3x4 II
i 2 3 14 4 5 7
j1 — w1
13 12 11 1e 3x4 9 8
I 4x10 1.5x3 11 Us= -
3x8
0912 — — — 6 910-0 12106
F
6912 +— _ 6-9-10 —.— —. --- 2-2-10
Nate Offsets�X Yl 10 2-0.Edc,�e j4 0-1-88 Edggj,[t0 0 1-B,Ed e — — — — -- — '—
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.09 9-10 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.23 13 >633 240 MII18 141/138
BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0-01 8 nla We
BCDL 10.0 Code IRC2009/'rPI2007 (Matrix) Weight:62 Ib FT=0%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 DF 285OF 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 no purlins, except end verticals.
BOT CHORD 2x4 DF 285OF 2.3E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 8=1056/0-2-8 (min.0-1-8),1=1148/0-7-4 (min.0-1-8)
FORCES. (lb)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-185310,2-3=1844/0,3-14=-1884/0,4-14=-188410,4-5=-247710,5-6=-2477/0
BOT CHORD 11-12=0/2477,10-11=0/2477,9-10=0/2121,8-9=0/2121
WEBS 6-8=-231010,1-12=0/2033,6-10=-13/468,3-12=-52210,4-12=-85310
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPi 1.
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss-
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 other means.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8)CAUTION,Do not erect truss backwards.
9)Use USP TH035160(With NA90,nails into Girder&NA91)nails into Truss)or equivalent at 9-10-0 from the left end to connect truss(es)1F06(1 ply 2x4
SPF)to front face of top chord.
10)FRI all nail holes where hanger is in contact with lumber.
11)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:8-13=-20,1-14-220,7-14=-100
Concentrated Loads(lb)
Vert:6=-362(F)
NIA OF
JOHN M. trn
1r PRESLEY
t5 CIVIL
I ffi 43029 rh
p.
11 n l I I h' l dp,. ANSIfI Pl qunlily I 1:.PI I. h IlM f dlylx h d enle daij- I lh w: t d 7T,d g� h d p p 1. 0 d., dl,duel
h Id 6.—poo-t b tnll d- d 1-dM t IIS Appf Nl ly f I-e pa l -d p pe Vf of th t pnobflayf h a 1di c 1A g H id-1. f. Il dg.
w, d fir i f of n ifh and I I d q r l:of the pe I h ditg d g Hing ode d ord 8 Id'g Dee g r pip,h1i y l }h e l r.--y of the deign
1 r it y I t p,-P h 1d E C I f f I"d ly hcn 1 -:f h 1 d by l tP u p ny.N g sh f 1 i I. ppr tuft ..,. "My d r t"Pl—--o-end
per nnrnt hra�i g Ret r kr f3uitdny Canpexum 4aC lytnkttnaa um{RCltl ax kenerel yuidane, ega<hn4 ti�age dervery,.ire iru antl bncil g availahh irmn tiBCA and Trus'PIn1c hwilurc
Job ---TTruss—Type QtyPly--Ford-Crossing Northampton,�A -
-7 - Job Reference(qpqoqqj�
jF1"0or;irder I
15092448BF rlFs:0613:--.-
un—werw-F6ir I iWProduLls— s Nov 10 2015 MiTak Industries,Inc. Tue Mar 01 16:21:22 2016 P I
ID:B4XOx_5joWNNbWNC3mWMXwyarNd-SO?IuqYDql_Ji8l?62Ur5YziXwdCiIK3yo9K7,,7oh
2 3X4 11
Scale=1
T1
ti
wi W1 2W1 wi to
3x6
4
3
3x4!i
2-3-0
24:0-
-Plate Is X Y), t9d9e 0-
LOADING(psf) SPACING- 2-0-0
CS1. DEFL. in (loc) 1/def! Ud PLATES GRIP
TCLIL 40.0 Plate Grip DOL
I I00TC 0.66Vert(LL) 0.00 4 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 8C 0.06 Vert(TL) -0.01 3-4 >999 240
BCLL 0.0 Rep Stress Incr No WB 0.00 Horz(TL) 0,00 3 n/a Na
BCDIL 10.0 Code IRC20091TPI2007 (Matrix) Weight:12 lb FT=O%F,O%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins,except end verticals.
BOTCHORD 2x4 SPF No.2(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (lb/size) 4=462/Mechanical,3=210/Mechanical
FORCES. (lb)-Max.Comp./Max,Ten,-All forces 250(lb)or less except when shown.
TOP CHORD 14=-442/0
NOTES-
1)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
2)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each tnJss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.i,
4)Use USP TH035160(With NASD nails into Girder&NA9D nails into Truss)or equivalent at 0-6-8 from the left end to connect truss(es)1 F04(1 ply 2x4 SPF)to front face of top chord.
5)Fill all nail holes where hanger is in contact with lumber.
6)In the LOAD CASE(S)section,loads applied to the face of fine truss are noted as front(F)or back(8).
LOAD CASE(S)Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate lncrease=1.00
Uniform Loads(plf)
Vert:3-4=-20,1-2=-100
Concentrated Loads(lb)
Vert:5=-432fl
SN OF
JOHN M
PRESLEY
CIVIL
43029
cis
Thi t - m he f hricaked Per ANSIfrPI ynalny ryu- enr:.Ptat-shall 6e r f.:. and rnr shown and mlered.q}rams unless ruh is need Th.d:gn h sed rym pa mCer.h nvn and-.hx a individual
14* 1
nl r s it.'y rel- 'I—ik hiii1tints.Ceriftati—vaintonly when t ,fabneated by.LWP,—pwy LOL I
�_.—....._—
lyJob jTuss Ford Crossing Northampton,MA
2FO�22115092448BF 2 0 1Jjob Referen-e1qptional�Universal Forest Products20
7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:21:25 2016 Page I
ID:B4XOx_5joWNNbWNC3mWMXwyarNd-tbh9Wsa56DMuacJZnA2YjAbEj7UtvRRVe.NjJzfFO
0-1-8e
H __Z-6-0 _+ g-7:S 0-,1,-8
3A FP=
3A 3x4== 3x6 FP— 4x8=4x8= 3X4= 3X4= 3x6
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
29
27 26 25 24 23 22 21 20 19 18 17
3.6 3A= 400= 3A— 3X6 FP— 3x4 3x8= 3A
410—
6-3-0 19-6-0
5- _9 0- _2-L1-_—I NOV_ -0 _V_91 "T-8 -
_0_0
,___15-10-85-0-0 ;. IIV 9A-8
19:01- Ed e, 19:0-1-8Ed e
LOADING(psf) SPACING. 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.26 18-19 >720 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 T BC 0.70 Vert(TL) -0.47 18-19 >406 240
BCLL 0.0 Rep StressIncr YES INS 0-94 Horz(TL) 0.05 17 n/a n1a
BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:112 lb FT=0%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 SPF 210OF 1 SE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals.
SOT CHORD 2x4 SPF 2100F 1SE(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc,bracing, Except:
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 oc,bracing:23-24,22-23,
REACTIONS. (lb/size) 27=635/0-3-8(min.0-1-8),23=1963/0-3-8 (min.0-1-8),17=840/0-3-8 (min.0-1-8)
Max Grav27=684(LC 2),23=1963(LC 1),17=875(LC 4)
FORCES. (to)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1656/0,3A=-1656/0,4-5=-9701174,5-6=-9701174,6-7=-970/174,7-8=0/1408,8-9=-744/237,9-10=-744/237,10-11=-2277/0,
11-12=-227710,12-13=-227710,13-14=-2531/0,14-15=-2531/0
BOT CHORD 26-27=0/1179,25-26=0/1656,24-25=0/1656,23-24=-956/0,22-23=-1408/0,21-22=0/2277,20-21=012277,19-20=0/2277,18-19=0/2670,
17-18=011597
WEBS 10-20=0/282,11-19=0/263,8-23=-1068/0,2-27=-1293/0,2-26=0/522,4-24=-939/0,5-24=-264/9,7-24=0/1532,7-23=-96310,
10-22=-1825/0,8-22=0/1 895,15-17=-1 753/0,15-18=0/1 032,13-19=-68 1/0
NOTES.
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 1.5x3 MT20 unless otherwise indicated.
3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11-1 and R802.10.2 and referenced standard ANSI/TPI I
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means,
6)CAUTION,Do not erect truss backwards,
LOAD CASE(S) Standard
jtk OF
JOHN M U3
PRESLEY rn
CIVIL
7V qjuzv
TE
AL
Cmfic.( ,,.I,d-tywh,n,,.L,,,,(,b,,catcdbyaUFP,omp�y
pc Ionil hracinX Beier to Builthng t.mtlµwitln 4 f a"inkxmaeion{BCSf)fca grnerai};uidanu•regarciinfi*.tlxag der mry,er«t<t and brmcinp: mtahie from S8t A and Tru.,Pince Inuitulc.
KEY
rrussrype — Ford Crossing Northampton,MA
15092448BF 2F03 Floor fi 1
___... ,.__ ___ —f_ Job Reference{optbnal)
Universal Forest Products 7.640 s Nov 10 2015 MITek industries,Inc. Tue Mar 01 16:21:26 2016 Page 1
ID:B4XOx_5jo W NNbW NC3m WMXwyarNd-LoFXkCbjtXUlCmKmLtZnGO8RuXgyezLete7YGmzfF
F – - 6-0 — 2 3 4 --i —t.6-0 0}1�8
Scale=1:26.
1.5x3 II
3x4 11 3x8= 1,5x3 11 1.5x3[I 3x4= 1.5x3 11 3x6 FP= 3x8= 1.5x3
2 3 4 5 6 7 8 9
V 16
14 13 12 11
3x6= 3-6— 3x4= 300 MT20HS FP= 3x8= 3x6=
16-1-12
_ 16-1-12
Plate OffsetsAXX Yj–11 Ed%0 1 8, 13:0-1-8,Edge}},[14:0-t-8 E1
9d e
_--_.— — �—--— ._— — ---— — —_.
LOADING(psf) SPACING- 2-0-0 est. DEFL. in (loc) I/dell Ud PLATE$ GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.27 11-13 >720 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 SC 0.65 Vert(TL) -0.4511-13 >422 240 MT20HS 148/108
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.05 10 rda n/a
BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:62 Ib FT=0%F,O%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 2100F 1.K(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 SPF 21OOF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 15=954/0-1-12 (min.0-1-8),10=948/0-3-8 (min.0-1-8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-288210,3-4=-288210,4-5=-2882/0,5-6=-2840/0,6-7=-2840!0,7-8=-2840/0
BOT CHORD 14-15=0/1752,13-14=0/2882,12-13=0/3137,11-12=0/3137,10-11=0/1753
WEBS 3-14=-401/0,2-15=-1928/0,2-14=011 293,8.10=-1924/0,8-11=011 202,5-11=-328/0,513=481/159
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15.
4)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI I.
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means.
7)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
tt4 OF
JOHN M. R1
PRESLEY
CIVIL
1110 43029
tSTER
OMAL
ITn " t M I b t dp ANSVTPI quality y m 1.PI d Il lx f'. drylx.hown.md unte d tj t a k 7th t 1.Th' d 'g7 h d p p t :1 1 1 di J el
bd ld-g p t t h.......ll d d l d d uc 113 Appf b f} r k g r pammener,and tape t.— of—ranon" :P R l y f the 8-I f r g D-pet,11.dd"F D-gde,J tt f}-ltd:.gn
1 tr: ee f f th ddnd equrt:of the peel boldg dg g oddm-d' mce Building Dtg er ept p 'hltyf th a to or r y fthe devgn
1hyht t pr'f b'Id"ng C tf ftn al'd ly h nt I b' r dhy rFP p y.B 'ng h f I1 r I-ppe t [1 bi N}and ,pler rr.c1'nand
tx r anent Maciny.Refer euildir,g Campgrer t SatrLylntCxmati<w(BC$ij f«gc e a.f,didan<c eguding rt7rrage dclives},en t o and nm<ing avaiishle Gunn SKA and T—,Plate Institute
Job Truss -��jTaussType citP� FCrossing Northampton,MA150924486E 2F03A laar...., . _ __-- .—„. Job Referen�o tional
—..---
niversal Forest Products 7.640 s Nov 10 2015 MiTak Industries,Inc.Tue Mar—0116:21.-27 2016 Pagge 1
ID:B4XOx_SjoW NNb WNC3m W MXwyarNd-p_pvxYcLercbpwvyvb40obgbOxAENOuo6ls5oCzfFO
2 6-0 2-1-6 1-6.0 5-6-0 pN g
Scale=1:26.
1.5x3 II
3x4 11 3x8= 1.5x3 11 1.5x3 11 3.4= 1.5x3 H 3x8 1.5x3
2 3 4 5 6 7 8
14 13
12 11 10
3x6= 3x6— 3x4= 3x8= 3x6=
— —_— —--- -- —.—.--—_----__15-1 1_14 -- ————..—.—.—
55-11-14
----
Plate Offsets(X Y)1_Edq , 1,
--- --— -.— -- - --- —._— — _ -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 , TC 0.59 Vert(LL) -0.26 10-11 >722 480 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.45 10-11 >421 240
BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0-06 9 n/a n/a
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:62 Ib FT=0%F 0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 13=944/0-1-12 (min.0-1.8),9=938/0-3-8(min.0-1-8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2803/0,3-4=-2803/0,4-5=-2803/0,5-6=-2800/0,6-7=-280010
BOT CHORD 12-13=0/1733,11-12=0/2803,10-11=0/3077,9-10=0/1733
WEBS 3-12=-407/0,2-13=190810,2-12=011253,7-9=1902/0,7-10=0/1180,5-10=-308/0,5-1 1=-49511 38
NOTES.
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13.
3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
4)"Semo-rigid pitchbreaks including heels”Member end fixity model was used in the analysis and design of this truss.
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
f at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
SH OF~
JOHN M N
PRESLEY R7
CIVIL
rpt.43029
�O,r.CctSTEPt'�
� bkAL
'ih r M.fab--d p ANSWI Pi 9'I iY 1 1..N.-hA be 1 td lypi:1,.—and—t-4 I p'- le th - —t,d,Th.,d g h f
h'Id g p c I I he I II d d l ctrl 1 III Appf h l ty (dr.'g pa ce d pruper inemporat f p rn1 p..6t ty d th R 0M'g De gr R d,g D-r, i ii 'fy ii dc:,p
i kx t:- th-:.h r 1 ntnrm lh d I d e9 t: 1 ah /+�I h id ng d g ming M 1 nrd'an B Id g De ,r p p r 61'Iy f d ecm o Y 1 the design
(4:i '1 y"J."I .p.,l huddmg �.Id ly wh,nl -:fb Idhy UFP comp y.R- g h i t ti- ntly-d d— 1 plan noixtand
pmmnnem�acinl, Rd,,to Ruildmg C—P-1 safety Intiumetirat{Rt Sit fw g—.1 gu.&— g d b—ge,dr iacry.cre n nand h acing—bbl,Fzrn i SRC A urd T,—Pim,h-1—.
oty P11 Ford Crossing Northampton,MA
russ ss Type
I r150924�4T8BF 2FO4 Floor 1 1
Job Reference optioqal
Universal Forest Products 7.640 s Nov 10 2015 MiTek industries,Inc.Tue Mar 01 16:2127 2016 Page I
ID:B4XOx,..5ioWNNbWNC3mWMXwy,arNd-p,,pvxYcLercbpwvyvb40obgaqx8ENUxo61s5oCzfFoc�
0-1-8
2-6-0 1-6-12 Scale=1:18
IIIILII
1.5x3 11 30 1.6X3 it
1 2 3 430 53X4 11
d10
2OV
1.54
8 7 3X4 6
1,5x3 a
3x6— 3x6
9-9-12
9-9-12
Plate Offsets XY �20-1-8 -�Ed qL
_gdAqW 9_ ......
LOADING(pso SPACINC- 2-M i CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCUL 40.0 Plate Grip DOL 1.00 i TC 0.69 Ved(LL) -0-17 6-7 >671 480 MT20 197/144
TCDL 10.0
Lumber DOL 100 BC 0.77 Vert(TL) —0,47-6-7 >245 240
OCILL 0.0 Rep Stress Incr YES
WEI 0.36 Hoa(TL) 0.02 6 n/a n/a
SCDL 10.0 Cate IRC2009fTP12007 (Matrix) Weight:39 It, FT=O%F,O%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOTCHORD 20 SPF No,2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (lb/size) 9=568/0-3-8(min.0-1-8),6=574/Mechanical
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD 2-3=-1081/0,3-4=1081/0
BOT CHORD 8-9=0/1081,7-8=0/108I,6-7=0/926
WEBS 41-6=-102010,2-9=1181110,4-7=0/321
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSIrrPI 1.
3)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3")nads. Strongbacks to be attached to walls
at their outer ends or restrained by other means,
5)CAUTION.Do not erect truss backwards.
LOAD CASE(S)Standard
SN OF
JOHN IM U,
PRESLEY
43029
ox GIST
This truss ix w he faliwed M ANSIMT quality requi—tu,Pline-lei)l be 4-,and type and centered W joint,unless otherwise noted.This resign is based upon paranua—shown,and i.+Far an individual
building—p.—.bei.-Hod and 1-ded--ily,Appliv,hit ilyul design and prnier i—pneatim of eunap-ent is—r—Infilynt the Building Desig—Building D—gner,halt—ty all design
utw ism
as it y elate to a:pn r hu Id ng C n r ti m is I'd ly hen tru :f trticated by a UFP company.B 'g sh :lar lateral atptxn M vu- temben tml d d m eplute erectitm and
M&I
Job -- muss —� rrussType otv
Py
Ford Crossing Northampton,MA
150924486E 2F05G Floor Girder 2 1
�„ Job Reference{o tional
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:22:08 2016 Pagge 1
ID:B4XOx_5joW NNbW NC3m WMXwyarNd-6tnPYZ53_RnnEDYgpiJezFtdLTCeUyNgXAlmkl<zfFN
0-1-8
2 6 0 1-1 8 1-7 6 1 4-14 0-8.10 2-0-0—_-
r-{ L.....—...–
1.5x3 II
1.5x3= 3x6= 1.50 11 1.5x3 4x10 44= 1.5x3
1 2 16 3 4 3x4 5 6 7 S
5
13 12 11 10 4x10= 9
3x4 1.50 11 34=
3x6= 3x6=
8 4-69-11-8 12-11-14
-- 8 4 6— -- --- --- ---1 7.2 — --j.– _—
Plata Offsets{X Y)--[4 0-i S,Ed e _
Q 1[6:0 4�8 EdgeL[10 0 4 B,Edge1 113:0-1-8,Edge T
LOADING(psf) SPACING 2-0-0 CSL T— DEFL. In (loc) i/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.09 13-14 >999 480 MT20 197/144
TCDL 10.0 Lumber DOL L00 BC 0.47 Vert(TL) -0.28 13-14 >544 240
BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.04 9 Nat n/a
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:55 lb FT=0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 210OF 1 AE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2x4 SPF 2100E 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 20 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (Ib/size) 14=1177/0-3-8 (min.0-1-8),9=929/0-1-10 (min.0-1-8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-16=-2573/0,3-16=-2573/0,3-4=-2573/0,4-5=-2349/0,5-6=-234910,6-7=-1839/0
BOT CHORD 13-14=0/1981,12-13=0/2573,11-12=0/2573,10-11=0/1880,9-10=0/1391
WEBS 7-9=-1612/0,2-14=-2168/0,6-11=0/587,2-13=0/807,4-11=-461/97,6-10=-568/0,7-10=01767
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9.
3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
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 other means.
6)CAUTION,Do not erect truss backwards.
7)Use USP TH035160(With NA90 nails into Girder&NA90,nails into Truss)or equivalent at 9-11-8 from the left end to connect truss(es)2F06G(1 piy 20
SPF)to back face of top chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)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:9-14=-20,1-16=-220,8-16=-100
Concentrated Loads(lb)
Vert:6=-119(B)
1M OF
JOHN M. to
1r PRESLEY
O CN3L �
43029
Q� STEf�
ONAL
I'h v to tx 1 b' riper ANSVI NI quality 1 t:.I t.:l all hi ( :udtyp 'h n d cn�� datJ-1,nal xh d rI d.igi h d p pa-act--lima, ad is for aa jad-dcal
hu lJ-g n pme tl Im' tlld dl drive scally Appr blty fd:-e pa 1 rip p percafi rf p<m 11 pxt:6lt dth fttdl l,tk.h A Id glRg rpt 11 -f} Il dc:gn
1 li on�ht d It rnll xn ih an nd equrt l fth pa.W b rid ng d� rnfng ode dord .ince Budd p Deapaer accept, p -tality to,the mcane,,or accuracy ol the deign
f l an
l y I t.toa pr t b Id g C rf 1' I d my whc t f b i dhya LFP o p ny.B c g h f'I Is pporl fou tx�nnly ri d t l }la«txw pan anJ
pe ntananl biae.ing Refes[o Auitding Cwnptuie[S.itett'tnfaralt tAC'$irfa general guidvn<.eze�arding-nx fie.dctimry,a ciw and Fraiing.tvaitablc firm SHCA an<ITru:Pian hina.,
Truss
Iii
—�2FMG
Job J Truss Type QtY---JOPIiy—�Ford Crossing Northampton,MA
15092448BF Floor Girder
Job Reference{optional)
—iJnfvemI`FomstPrcxfu—cft 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Mar 01 16:21:29 2016 P 1
10:B4XOx._5joWNNbWNC3mWMXwyarNd-INxgMEdcASsJ3D3LO06UuOmvzl?rrT35ZbLCs4xo�
3X6=5 2 3X4 i I
TI
VVI Wi W1 wi
3X6
4 3
3YA
2-3-0
_P1aite'9ffs;qts X Y)--14 Ed -8
LOADING(pisf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ii Ltd PLATES GPJP
TCLL 40*0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0,00 4 .... 480 MT20 197/144
TCDL 10'0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.01 3-4 >999 240
BCLL 00 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 Ma rVa
BCDL 10.0 Code IRC2009rrPI2007 (Matrix) Weight:12 lb FT=O%F,01/6E
LUMBER- BRACING-
TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc;purrins,except end verticals.
BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (lb/size) 4=495/Mechanical,3=219/Mechanical
FORCES. (b)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown.
TOP CHORD 1-4=-475/0
NOTES-
1)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802,10.2 and referenced standard ANSIrFP1 1.
2)"Semi-rigid pftchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
3)Recommend 2x6strongbacks,on edge,spaced at 10-" oc and fastened to each truss with 3-10d(0131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Use USP TH035160(With NA91D nails into Girder&NASD nails into Truss)or equivalent at 0-6-8 from the left end to connect truss(es)21`04(1 ply 2x4 SPF)to front face of top chord.
5)Fill all nail holes where hanger is in contact with lumber.
6)In the LOAD CASE(S)section,k)ads 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=11.00,Plate Increase=1,00
Uniform Loads(plf)
Vert:3-4=-20,1-2=-100
Concentrated Loads(lb)
Vert:5=-474(F)
JAA OF
JOHN M ur,
PRESLEY on
CrNvq-
rp 43029
STE
11o, is 1.1a f.hnCWi M ANSIMPI qtiAty regd anenrs.Plio—totll N d lyro sh—and miaW x joints unim rlo—w noted.This deign,hosed ofon p.mv—lo—,..d is h.an individual
hu Id'g pmenr to he installed d t ded vert ally Applii Mlty l dc.g per mcta mud pryer❑xortz,asim d compona t pan Mity of ah 6 zldz g tie'goer.B 3d"g De'gatcr hail verify at}dauvm ii/���n��ij'
of r thus shit f ami man utith a dinar:and equir t ftht pec fit bu-idmg mtrt guvaming caries and trd'ante BuildgD.,g—.t.pt,,mpm bilityf r ik—..—or...—yof the d-yo
Job
15 — Truss — Truss Typeloor Supported �� Ford Crossing Northampton,MA
15Q924488F 2F47L `Forted Gable 2—^ 1 Job Reference(optlona0 _
�
Universal Forest Products 7.640 s Nov 10 2015 MiTek industries,Inc.Tue Mar 01 1621:30 2016 Page 1
ID:B4XOx 5joWNNbWNC3mWMXwyarNd-DZU2aZeExl AgNeXajejQEIEp8LnawmEoF51PXzfFO21
0-�-8 0-�J-8
Scale:1/4"-I1
I
1
3x6 FP-
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 189 20 21 22 23 24
r 1 1 1 1 1 1 S41 1 50
48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25
3x4- 3x6 FP= 3x4=
29-0-0
29-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP
TCLL40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) We n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) nits - Na 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horc(TL) 0.00 25 n/a n/a
BCDL 10.0 Code IRC2OD97rP12007 (Matrix) Weight:96 Ib FT=O%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 ac purlins, except end verticals.
BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 or;bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) '
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. All bearings 29-0.0.
(lb)-Max Grev All reactions 250 Ib or less at joints)48,25,47,46,45,44,43,42,41,40,39,38,36,35,34,33,32,31,30,29,
28,27,26
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e,diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)This truss is designed to accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSItrPt 1.
6)"Semi-rigid pitchbreaks including heels"Member end racily model was used in the analysis and design of this truss.
7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nads. Strorlgbacks to be attached to walls
at their outer ends or restrained by other means.
LOAD CASE(S) Standard
SN OF
JOHN M 6
PRESLEY
/ Ct4•q �
43029
.p4,,v eft' i
STEPt��t�4
AL
TAI rcu- 's ra he faixicatd pct ANSilrPi yuahty W remena.flat shall he+X iu and r}pe lronn and axntaed w j is nnle':xher i acct.Th' des'gn hasrd primp .unCl 'shown and f a i didual
building p lent to he installed nid lended--fly.Applc h 1'ry f do g pe cam old proper incarP,rar of pone prm Mfiy d the 8 Ido g a'gn Bu Id-g Oesib er slwll f tl d "en
nfurm tion cm
Building U
this shat lex ami- man idl c dit atul rey n mi-dahe gr¢ific kariNling and g<wemmg vxfe- d vd artceseaigna.r ueeeto rpan ibilay fur the a nee i or nr y of the design
inhwuninon as a may relate to ii,,peeific building.Cen f non i, 1'd nl)when ua s fa f dneared by.UFP e—pu.y.0 g sh rwn A.lateral wpr—f—,tnend—only u.d d na rerA.-erea„irm and LM I
pammrnt 1—nig-We-,,Building Com1—Safety Lliixmatirn(BCSI)f-ii—I guidance regarding—ge debaery,--and Ara mg—ilable thin,SBCA and T—,Plate Inalinute-
Jobss Truss Type Qty Ford Crossing Northampton,MA
154924488E f2FO8L Floor Supported Gable 2 1 J Reference optional)
i Job Reference
Universal�Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:21:30 2016 P 1
_,
ID:B4XOx5joWNNbWNC3mWMXwyarNd-DZU2aZeE)d_AgNeXajeiQEIF78LmawsEoF51P)70
?-1-!1` i
1 1.54 h 2 1.5.3 ji 3 1.5x3 S-to=1:9.l
T,
7
STI vvi
I.5x3-
6 5 4
3A= 1.5x3 0 1.5x3 r.
2-3-8
L OADING
(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defi Ud PLATES GRIP
TCLL 40-0 Plate Grip DOL 1.00 TC 0.05 •Vert(LL) n/a n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a rda 9%
SCILL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a
BCDL 10,0 Code IRC2009(TP12007 (Matrix) Weight:10 lb FT=O%F,O%E
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc pudins, except end verticals.
SOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
REACTIONS. (lb/size) 6=62/2-3-8 (min.0-1-8),4=4812-3-8(min.0-1-8),5=137/2-3-8 (min.0-1-8)
FORCES. (1b)-Max.Comp./Max.Ten.-All forces 250(115)or less except when shown,
NOTES-
1)Gable requires continuous bottom chord hearing.
2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web),
3)Gable studs spaced at 14-0 oc.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802,10.2 and referenced standard ANSVTPI I
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the anatos and design of this truss.
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
a heir outer ends restrained by other means.
t I or
7)CAUTION,Do not erect truss backwards,
LOAD CASE(S)Standard
SN OF
JOHN M (P
PRESLEY
fire �
43029
AL
Thi rru: '+n he fahricated per ANSS/TPt yunliry W iremeetx.Plates dwtt he>f <anA type shown and cenrned I jdnls role..nth i aed Th' design h sed uqq par ner :shown.rod ra:n mdivddaal
.f-2-
Job ^— ]72F09L
Truss
- n Ply Ford Crossing Northampton,MA
15092448BF Floor Su rted Gable �� Reference�optiona0
u-n ersal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:21:31 2016 Pege�11
ID:B4XOx_5joWNNbWNC3mWMXwyarNd-hl2Qnvfsi3611XDj8R9yzRrObYh?JN1 N1vgJxzzfFOYi
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1 30 i. 2 1.50 li 3 1.5x3 II 4 3x4 I�
Scale=1:9.3
T7
9 W1+W7 ST1 IST1 wl W1' 9
B 7 6 5
3x4 I' 1.5x3 1' 1.5x3 11 3x4
3-8-8
Plata
Olfsetsx•Y} 1[ .Edge,41 81,[8:Ed9e _-
- — — — _—
LOADIl4G(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) Vded Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) n/a rva 999 MT20 197/144
TCDL 10.4 Lumber DOL 1.00 BC 0A2 Vert(TL) nta n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n1a n/a
BCDL 10.0 Code tRC2009fTP12007 (Matrix) Weight:16 Ib FT=0%F,01 E
LUMBER- BRACING-
TOP CHORD 20 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 or pudins, except end verticals.
BOT CHORD 2x4 SPF No-2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing.
WEBS 2x4 SPF No.2 or 20 SPF Stud(flat)
OTHERS 2x4 SPF No 2 or 20 SPF SbA(flat)
REACTIONS- All bearings 3-8-8.
(lb)-Max Grav AN reactions 250 Ib or less at joint(s)8,5,7,6
FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Gable requires continuous bottom chord bearing.
2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
3)Gable studs spaced at 1.4-0 oc.
4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
5)"Semi-rigid pitchbreaks including heed"Member end fixity model was used in the analysis and design of this truss.
6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 or and fastened to each truss with 3-10d(0.131"X 3")nails. Skongbacks to be attached to walls
at their outer ends or restrained by other means.
LOAD CASES)Standard
i
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SM OF
i
JOHN M in
1 PRESLEY m
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CIVIL
r 43029
STEf
"�gDNAt
Th- ru. -s he f hricatd pn ANSt11M yua6ry nxtuvmmiu %rtes shall to f.' mid type shown and cratered.d joints unl it wiu red.Th's design "hard upnn parampm.dxiwn and fnr an indi tdual
building-.[..un—" ' tic'stalled rad k dol—"Iy.Applwiduliy f design N x d proper inanporaf r f—pm t .Pr -b I ty of he B'Iding Di."g Building Ul-gacr fidl- "fy B dt"'en
of nuniixr di"shat f vnftr,»witY cenGa' x ant reyut rattent d[he pee fi bu-ktiag and governing t.txks and ord non Building V7 igoa TK cspwa-tnlily ka!hr u u=ux ss uracy f the design
f t nn a:n y I t t i a specif haitlding Cm ficatitn i I-d only hrn w" f hn•abed by a IJFP cnmpany.Brn;ing ht f I tool a ppct f t emh.miy and ditir na replace a Kinn:rad
permanent hracing Refer to euirding Cmgxxwar Sakvy Intmnmien{BCSI)fix geiwal gui,t ncc regarding storage.delivery,erahiin end Mxing asailalde frau SBr�A air#Truss!'Iaie rnrf pme.
UFP Betchertown,LLC Job ID: 16020777BF Status: Design Passed
UFP New Windsor,LLC
UFP Bertin,LLC Label: 61
UFP Parker,LLC Member Type:Beam I Level:Basement Page:1 of 2
' UFP New York,UC Member:3-1-3/4x11-7/8 LP-LSL 1.75E Date:03/07/2016 15:23:52
1 2 3 44 5 6
1 1/4" 7'9 1/4" 1/2" - T6 1/2" 9 1/2" 7'6 1/2" 9 1/2" 4'5 1/2" 1 1/2" 3'1 7/81 4 1/8"
34'0" -�
Graphical Illustration- Not To Scale
Loading(per Quick Design Sulmmarv: Ouil;k Deflection SUmmmy.
Roof Live Load-20 Building Code-IBC 2009 Live Load Deflection 0-02@4-06-11 U360
Roof Dead Load-10 Design Methodology-ASD Total Load Deflection 0-02 @ 4-05-01 U240
Floor Live Load-40 Critical Moment(Pos) Passed-82%
Floor Dead Load-15 Critical Shear Passed-68%
Unbraced Length(Top/Bottom)-1-08-08/32-03-10
Reactions
Maximum Analysis Reactions
Support Start End Dead Floor Live Roof Live Snow
1 0-00 10-04 5406.00 Ib 6241.00/-592.00 Ib f -
2 8-07-08 9-01-00 8491.00 lb 14722.00/-3.00 to - -
3 16-07-08 17-01-00 6633.00 to 13535.00/-3.0016
4 24-07-08 25-01-00 5278,00 lb r 10821.00/-2.00 to - -
5 29-06-08 30-00-00 2262.00 lb 6223.001-740.001b - -
6 33-01-14 34-00-00 552.00 ib 1573.00/-742.00 to gl,. - -
Forces:
Maximum Load MagaaWdes
Tvae start End Dead Foot•Live Roof Live Snow
Self Weight 0-00 34-00-00 21.00 Wit - - -
Point 2-00-00 2-00-00 5219.00 lb 4530.001-1.00 to -
Point 4-00-00 4-00-00 1644.00 lb 2959-00/-1.00 lb -
Point 6-00-00 6.00-00 1644.00 ib 2959.00/-1.00 lb - -
Point 8-00-00 8-00-00 1644.00 to 2959-00/-1-0016 -
Point 10-00-00 10-00-00 1644.00 lb 2960.00/-1.00 lb -
Point 12-00-00 12-00-00 1644.00 ib 2960.001-1.00 Ib -
Point 14-00.00 14-00-00 1644.00 to 2960.00/-1.00 Ib - -
Point 16-00-00 16-00-00 1537,00 lb 2783.001-1.00 Ib - -
Point 17-00-00 17-00-00 319.00 lb 438,00 lb - -
Point 18-00-00 18-00-00 1141.00 Ib 2118.00 to - -
Point 19-00-00 19-00-00 319.00 Ib 438.00 lb -
Point 20-00-00 20-00-00 1537.00 to 2783.00/1.00 ib - -
Point 22-00-00 22-00-00 2512.00 lb 4537.00/-1-001b - -
Point 24-00-00 24-00-00 699.00 Ib 1391.00 to -
Point 26-00-00 26-00-00 664.00 ib 1300.00 Ib -
Point 27-04-12 27-04-12 900.00 lb 1663.00 lb - -
Point 28-00-00 28-00-00 1120.00 Ib 2050.00 to - -
Point 29-09-04 29-09-04 471.00 lb 706.00/-1100 lb - -
Point 30-00-12 30-00-12 664.00 Ib 1123.00 lb - -
Point 32-00-00 32-00-00 949.00 lb 1618.00 Ib -
Exnan ed Desigp Results:
ts.
Design Control Result L 1F Load Combination
Critical Moment(Pas) 19226.98 ib ft @ 8-10.04 23436.66 Ib ft Passed-82% 1.00 D+L
-Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices.
-This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be reviewed by a qualified desion professional.
r
UFP Belchertown,LLC Job ID: 16020777BF
UFP New Windsor,LLC Status: Design Passed
UFP Berlin,LLC Label: 131
UFP Parker,LLC Member Type:Beam I Level:Basement
UFP New York LLC Member:3- 1-3/4x11-7/8 LP-LSL 1.75E Page:2 of 2
Date:03/07/2016 15:23:52
Critical Shear 11610.37 Ib @ 1-10-02 17040.63 to Passed-68% 1.00
Live Load Deflection D+L
0-02 @ 4-06-11 U360 Passed-U990 L
Total Load Deflection 0-02 @ 4-05-01 U240 Passed-U636
D+L
Design Notes:
*Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer.
Errorl Warnings&Notes i
The dead loads used in the design of this member were applied to the structure as sloped dead loads.
The member graphic,dimensions,and locations shown on this report are based on the centerline of the member.
"Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting.
Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices.
-This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown.These results should be reviewed by a qualified desion professional.
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P4 10'0" 3-1/2x5-1/2 LP-LVL 290OFb-2.OE 1 1 �°-
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2/9/16 emvAav rsopanm°nda 11^m�me lna ao bw vwa awa Naw mmn m.nn�innAdaa oonawev°n a N a.
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wn°�,am vim +w.d�:*s«�..Ic+daa.v,n.« caw.I .w^a va nwwnw.aa w wlnlrow.
(N. A Unit°ersal Faresi Products Company 2nd Floor-For Approval oPo eY a a�.nO NOT Cuba a NOTCH,MILL OR OT")WHOILIT
IS'ftn3 C.J.I'�P.m+46;F:.kA•v4 w,�Ll.tral',CLo.w U1,�2.I-'^a�;I'n�u1f2)r-n• .a Rt T urMg mnn ibn.00 NOT Cl1T.NOTON,ORILL.THORIZATIMLIC REITZ REPAIR`MeSSM�L/WUFAOTURFO TRVSSE5IN ANY WAY
IV A 1602017 BF HELD R 6PON31Ri.E FORUMY MOOWIC TTIONS OR'CNMQE� KS'DONEEWRMOTUETDX R WRIi"P wkl NC
DATE02109/16 PAGE 1
REQ.QUOTE DATE 02/12/16 ORDER#
ORDER DATE J I QUOTE# 16020777BF
DELIVERY DATE 1 ! CUSTOMER ACCT# LMCWRKMI
DATE OF INVOICE / ! CUSTOMER PO#
ORDERED BY Andy Clo ston INVOICE!'
tW Belchertown, LLC TERMS
155 Bay Road,PO Bax 945,Belchertown,MA.01007 SUPERINTENDENT Andy Clo ston SALES REP Brian Tetreauit
Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# { } - SALE$ A aw.- Massachusetts!
RX Miles-Hatfield JOB NAME:Feinland Mright Nillage Hill LOT# BDIV:
s
L 24 West St MODEL:Floor Trusses TAG: JOB CAT GOR `Residential
2 Hatfield,MA 01038 DELIVERY INSTRUCTIONS:
° (413)247-8300
& Feinland/Wright/Village Hill
P SPECIAL INSTRUCTIONS:
Floor Trusses `Floor trusses.'Based on plans dated 2/5/16.
o Northampton,MA
BY DATE
BUILDING DEPARTME OVERHANG INF HEEL HEIGHT 00-04-03 REQ.LAYOUTS I REQ.ENGINEERING I QUOTE BRT02/09/16
Floor Trusses END CUT RETURN 9=' LAYOUT 1 //
PLUMB GABLE STUDS 0 IN.OC JOBSITE 1 JQiTE 1 CUTTING BRT 02/09/16
FLOOR TRUSSrSPACING:24.0 IN.O.C.(TYP.)
1.00 v2r<.:`.,
FLOOR QTY DEPTH BASE O/A END TYPE INT BEARING CANTILEVER'-', STUB PRICE PRIDE
PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT: RWIr '4-EFT RIGHT
01-00-00 E
10 1 FO1 30-09-00 30-09-00
01-00-00
2 1F02 28-09-00 28-09-00
a1-DO-00 2
4 1 F03 16-04-06 16-04-06
01-00-00 ES 3
2 1F04 14-09-14 14-09-14
01-00-00 ES
2 1 F05 12-09-14 12-09-14
01-00-00
2 21701 29-00-00 29-00-00
01-00-00
11 21`02 31-0D-00 31-00-00
01-Oa-0o
3 2F03 29-00-00 29-00-00 '": '
01-00-00
2 21`04 16-05-00 16-05-00
C� 01-00-00
1 2F05 12-10-08 12-10-06 _
01-00-00
1 2F05L 12-10-08 12-10-08
01-00-00
2 2F06L 03-04-00 03-04-00
FLOOR SUB-TOTAL:
ITEMS
QTY ITEM TYPE SIZE" : LENGTH PART NUMBER NOTES PRICE PRICE
FT-IN-16
2 LP EWP 221 G-Lam 3,5"xw5.1124 10-00-00
1 LP EWP 221 G-Lara jrx5-1/2" 18-00-00
3 LP EWP 221 LSL 1-3/4.11'-718'1.75E 34-00-00
ITEMS SUB-TOTAL:
Job ----- --Truss TrussType - — - 7_7�
Ford Crossing Northampton,MA
150924488 G02 Common Girder_ ____ _ Job Reference o(Loral_
Universal Forest Products 7.640 s Nov 10 2015 MiTek industries,Inc.Tue Mar 01 16:12:09 2016 Pagge 1
ID:GxJYEyrgg4fl VmJJhSMLIUybfya-8e5zglrK2OJnt9FjDP3ABwZF9?fEe 1 UfoThZDYAX
5-8-12 11-2. 16-7-4 22-4-0
— b_8-12^ t-- ...5-5 4 _ - - -5 5 4--..- -..—_ 5-8-12
8x8 Scale=1:55.
3
9-04 12 16 / 17
4x8 i
/ 4z8 Q
4
it
14
191
12 18 19 20 9 21 22 8 23 7 24 6 25 26 27 15 13
10 10x12::- 3x81 12x12= 7x14 MT20HS= 3x8 I I 10x12=
5-8-12
11-2-D 16-7-4 22-4-0
---5 —i.--- --5-5�----- — — 5-8-12 ---
-54
PIaTe offsets-X�„E6 0-&-4 a i Seo-6^D,o-s-a 9:a-5-�2,D-1-al --
LOADING(psf)
SPACING. 2-0-0 CSI. DEFL. in (Loc) I/deft Lid PLATES GRIP
TC 40.D Plate Gr p DOL 1.15 TC 0.53 Vert(LL) -0.15 6-8 >999 240 MT20 197/144
(Roof Snow 4p.0} Lumber DOL 1.15 BC 0,93 Vert(TL) -0.27 6-8 >993 180 MT20HS 1871143
TCDL 15.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.08 5 n/a n/a
BCLL 0.0" Code IRC20091TP12007 (Matrix-M) Wind(LL) 0.04 6-8 >999 360 Weight:478 Ib FT=4"/
BCDL ____-10.0
LUMBER- BRACING
TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x8 SP NoA BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEBS 20 SPF No.2 or 20 SPF Stud"Except"
W3:2x4 SPF 210OF 1.8E
WEDGE
Left:2x8 SP No,1,Right:2x8 SP No.1
REACTIONS. (Ib/size) 1=1334210-3-8 (req.0-7-0),5=13023/0-3-8(req.0-6-13)
Max Horz 1=192(LC 6)
Max Uplift1=293(LC 7),5=-286(LC 8)
FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-11=-6816/110,2-11=-15713/363,2-16=-11216/306,3-16=-11136/328,3-1 7=-1 11 35/328,
4-17=11214/306,4-14=-15772!365,5-14=-6789/109
BOT CHORD 10-12=-231/2428,12-18=-302/12312,18-19=-302/12312,19-20=-302/12312,9-20=-302/12312,
9-21=-302/12312,21-22=-302/12312,8-22=-302/12312,8-23=-238/12356,7-23=-238/12356,
7-24=-238/12356,6-24=-238/12356,625=-238/12356,25-26=•238/12356,26-27=-238/12356,
15-27=-238/12356,13-15=-73/2449
WEBS 3-8=-305/12516,4-8=-4612/213,4-6=-8015340,2-8=-4554/211,2-9=-77/5260,1-10=-8135/131,
11-12=-79!1843,10-11=-7640/164,1-12=-114/6156,5-13=-80941130,14-15=-76/1769,13-14=-7671/166,
5-15=-115/6178
NOTES-
1)3-ply truss to be connected together with 10d(D-131 NX)nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc.
Bottom chords connected as follows:2x8-3 rows staggered at 0-5-0 oc.
Webs connected as follows:20-1 row at 0-9-0 ac.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have
been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Dpsf;h=24ft;Cat-II;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.33
4)TCLL:ASCE 7-05;Pf-40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1
5)Unbalanced snow loads have been considered for this design.
6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
9)WARNING:Required bearing size atjoint(s)1,5 greater than input bearing size.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 It,uplift at joint(s)except ijt=1b)1=293,5=286. SN OF
11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802A0.2 and referenced standard ANSVTPI 1-
12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
13)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-0 from the left end to 21-0-0 to
connect truss(es)T03A(1 ply 2x4 SPF)to back face of bottom chord. JOHN M Rt
14)Fill all nail holes where hanger is in contact with lumber. PRESLEY
.�
CIVIL �
LOADCASE(S) Standard /N9 43029
Aw
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
tSTE �ctik
Continued on page 2 _-- AL
'this
o - i txih tdp ANSI/1 PI qu lly I Pl t.ch llh f d'yfl tai dij ' d. td. Ihd ug h, dl p' t. h d" f �'ddnal
b'Id"g W tr h !It da dl d d t.Ity. Appl b11 fd.g p a i a dp tp -wrpnr p i :pon.hity of�h R Id bD:b>e Harding Deig 1 11 scrAy Il de:'g' IVIN
t n f on th fi t for c m fora -th co di d eq mrn'of th pei f bu'Id g and gov g code,andordinance, Building Designer accept,r p .ih I iy I' [hew the: a cy f the design 140 1
i 1 - m e t y .I n,1.—pe"ji,hinkinig C—ficaneo is valid otry when t a is fahr' i d h} UPP mp 1h.cing sha..'is far lot leuPlx f no's no'nh'r.[y ad d i n plac. r utas and
N'ta'a nt Ix,xing-Refer to Budding Crnn(xmenl Safe'}Infoiroah fBc St,lar general guidance regarding.orage,delivery, ec'at and bracing avaa.1a,(roar SBCA and Trina Plate Inmate.
b — Truss — Truss Type ory Ply Ford Crossing Northampton,MA
�15092448B
]G02 Common Girder 1
— -- — ^ — _ — _ Job Reference o tional
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:12:09 2016 Pa�9e 2
ID:GxJYEyrgg4f1VmJJhSMLIUybfya-8e5zglrK2OJnt9FjDP3ABwZF9?fEe1UfoThZDY X
LOAD CASE(S) Standard
Uniform Loads(pit)
Vert:1-3=-110,3-5=-110,10-13=-20
Concentrated Loads(!b)
Vert:8=2133(B)18=-2133(B)19=-2133(B)20=-2133(6)21=-2133(6)22=-2133(B)23=-2133(6)24=-2133(B)25=-2133(6)26=-2133(B)27=-2133(B)
01V
Ilv t I I b t dprr AN51/IPI qu Ily- I '.m,I PI I. h III. f. dlyl h du I d tj t. I uh. td. fh- dfe gr h.d I p- I .h t d:( d' Jual
h'I�y pu tt be Ill d dlwded I' IIJ Apr! ht yfd.b p cv 'a dp olx pur t t(. p t :pe hlty ol'tI R Id gDe:-gr R fd gtJegc htt- fy all de.-_g
i m t m firi 11 t for —In—cc with nndit on d eq m t nl th q—fi,.K—IM Id'g d ga t ad:I d dl B fldl g D., x pt p—'b I ly I Ih or--y I the d.iglt
I t I m a 'I y I li I pe'1 build g C t-I':I u 1'd ly h t : I.s lab' t J by t}P p y.R e t I n:f lal I. ppwt I t dxr ly a d J I'plan.exextxm and
pemuncnt N—g.Refer to B.,diag C—pm (S.fet)tnforma—(RCSI)fa get-A guid nee rebarding—ge,dctivery,erect and brainy available It—SDCA and Truss Platc fu--,
Job -- rnss Trussrype ---- —�v PIyFord Crossing Northampton,MA
150924488 T01 COMMON 10 1
Job Reference{oDtionall _
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:12:17 2016 Page 1
ID:GxJYEyrgg4fl VmJJhSMLIUybfya-vAa_WUyMArJegOsFh4D2WcvbOEQBWICrejd_V4zfFX
1-2-8 6-2-10 12-0-0 17-9-6 24-0.0 25-2-8
1 .— —_—._6-2-10 —— { — — 5-9-6 ---—F.. �—V59-6 — —_..—_.—6.2.10-----2
Scale=1:44.
5x6 11
/ 4
l/
7.00 12 17
15.3 Vy 16/� 1.50
5
2
14
2 11, �.
7 to
-
V to 12 04-. 5x6- 15 13
3x6 3x6
8-0-0 16-0-0 - 24-0-0
— — 8-0--0_.—.— —— .—._—.__—,.8-0-0 -- — ---1 — ----- B-0_0--- — — —1
Plate OffsetsX,Yom.I2_0 1_130 1_$j,[4_0 3-6,0-2-8)(6.0-1-13 q 1 8Zj8.03-0,0_3-4)
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Valet Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) 0.26 8-9 >999 240 MT20 197/144
(Roof Show
=40.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.42 8-9 >686 180
TCDL 15.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.08 6 n/a n/a
d(LL)
BCDL 10.0BCLL 0.0 * Code IRC2009ITP12007 (Matrix-M) Win0.03 8-9 >999 360 Weight:89 to FT=4%
LUMBER- BRACING-
TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins.
BOT CHORD 2x4 SPF No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
WEBS 2x4 SPF No.2*Except*
WI:2x4 SPF No-2 or 2x4 SPF Stud
REACTIONS. (Ib/size) 2=176310-3-8(min.0-2-12),6=1763/0-3-8 (min.0-2-12)
Max Herz 2=160(LC 7)
Max Uplift2=-79(LC 8),6=-79(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-11=-1611/101,3.11=-2564/315,3-16=-2282/329,4-16=-2107/356,4-17=-2107/356,5-17=-2282/329,5.14=-2564/315,6-14=-1611/101
BOT CHORD 10-12=-145!1776,9-12=-15412083,9-18=-311386,18-19=-311386,8-19=-311386,8-15=-15412083,13-15=-14511776
WEBS 4-8=-119/984,5-8=-686/204,4-9=-119/984,3-9=-686/204,2-10=-1518/230,11-12=-533/217,10-11=-96/571,2-12=-10311116,
6-13=-1518/230,14-15=-533/217,13-14=49/571,6-15--1031/116
NOTES.
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and
right exposed;C-C for members and farces&MWFRS for reactions shown;Lumber D0L=1-60 plate grip DOL=1.33
2)TCLL ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 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=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)2,6,
8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
(N OF
JOHN M. to
PRESLEY to
/ CIVIL
143029
.py,,_ 4'
Or fSTE
AL
11n,no,.,,.,lN-fb Ldp ANS17171 q..1ny,,qo on, Ijint: I ih td.7h:d.ig h dF' I t ':h d 'I iJ- din!
h Id"b po t l he tall J d l ceded t 111 Appl c bit f d g p t a d. p ' apo t o in onpn t :p h t ty f d Bnttd g Dbrni,, Ekold g De fn .1 ll fy 11,k og
iiii-no,on,on th:.hen for f m dt—dionn,and eq" l t:in th-r—fii,b iId-gaiad gov.....g cal dad B tding Da iF a pi re:p .it I ly( ih car tnr a y of the design
f a f a y I i t pe f build g.C t'f r I'd my wh t u" fabr d by L Ff f y. B y h n f I't'I oppo i Ct m Whet. I) d d I repine,,a Woo and 1W I
r—ninent bracing.Rrfa in Bolding Conipntent Safety i eft—aurin(BCSI)for g—al gulden regarding,.xage,delivery. .ton and brad g available enm$BCA and Ti—Pone Inudntr
Job Truss joty jp�ly Ford Crossing Northampton,MA
150924488 T01GE COMMON SUPPORTED GAB 2 1 ,
Job af...,
Job Reference lqpfiqn�__
unive-rsalForest-Pic Products 7.640 s Nov 10 2015 MTek Industries,Inc.Tue Mar 01 16:12:22 2016 P 1
ID:GxJYEyrqg4flVmJJhSMLIUybfya-G8NtZB?U_Oxxx9lCUdoDDgczdFIQBlxan?LIAIX)X7
-1-2$ 12-0-0 25-2-8
ff.
12-0-0 12-0-0 - 2T.
44 Scale=1A5.11
9
6 10
7.00 12 28
27
5
ti Ti;el T4,
$T
4ST ST 12
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I
ST i T
3
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14
2
-X'X-Xxxxxx)<xxxxxxAxAxKK6AAXXXXXXRXAAAX—KN�=
3X4- 26 25 24 23 22 21 20 19 18 17 16 3x4
5*-
24-0-0
24-0-0
LOADING(psf) SPACING 2-0-0 CS! DEFL, in (loc) Vdeft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) .0.02 15 nitr 180 MT20 197/1"
(Roof Snow 40.0)
TCDL 15�0 Lumber DOL 1,15 BC 0.09 Vert(TL) -0.02 15 nfr 80
BCLL 0.0 Rep Stress Ina YES WB 0.24 Horz(TL) 0.00 14 Via rVa
BCDL 10.0 Code IRC2009rrPI2007 (Matrix) Weight:108 lb FT=4%
LUMBER- BRACING-
TOP CHORD 2x4 SPF 2100E ISE TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF Not BOT CHORD Rigid ceiling directly applied or 10-"oc bracing.
OTHERS 2x4 SPF Not or 2x4 SPF Stud
REACTIONS. All bearings 24-".
(lb)-Max Hoa 2=161(LC 7)
Max Uplift AN uplift 100 lb or less at joint(s)2,22,23,24,25,26.20,19,18,17,16,14
Max Grav AA reach ms 250 lb or less at joint(s)21,26,16 except 2--361(LC 112),22=368(LC 2),23=328(LC 2),24=261(LC 2),
25=267(LC 1),20=368(LC 3),19=328(LC 3),18--261(LC 3),17=267(LC 1),14=361(LC 12)
FORCES, (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown.
WEBS 7-22=-328170,6-23=-288/80,9-20=-32&70,10-19=-28&80
NOTES-
1)Wind:ASCE 7-05:1 OOmph;TCDL=6-Opsf,BCDL=5.Opsf,h=24ft;Cat.It:Exp B:enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1_60 plate grip DOL=1.33
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(TPl I
3)TOLL:ASCE 7-05;PF-40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=11
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live
loads.
6)All plates are 1.50 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-45-0 tall by 2-M 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)2,22,23,24,25,26,20,19,18,17,16,14.
12)This truss is designed in accordance with the 2009I ntemational Residential Code sections R502-11.1 and R802.10.2 and referenced standard ANSI/TPI 1-
13)'Semi-rigid pitchbreaks including heels*Member end fixity model was used in the analysis and design of this truss,
LOAD CASE(S)Standard
I%A OF
JOHN M rt
PRESLEY
CIVA,
lAb 43029
STS
AL
Ifi v ss i.ro he f hr cared per ANSUffl ywaMy reyuiremrnt PI t sMil tte of m anJ type shown and crnrerad.0 jrrinr-s unlc.cher ix nixed.Thr.le ign i hash pn p rannners sht m d"s in an incl vidual
hu Id ng camp. t t he-.rolled 0-M hmd�vsrliiafly.App! aMl"ry<f il.ig p v et :;md praper inccrpecai>n of mnrpnnr t" .penis MI'ty r ih B dd g IksipBedding Desig-Inifi-ify.11 de.g.
r fnrmauan nn dt-Shen lar onihm�aur witk oualuuxn;and W emrni rf Ih pa f build g and govern g cedes and edm Btidding Dt,,igner ace pts tespen sibis ity 15tit dw nxrccrocsi w K-0 of the design
itYehne w.par.Marts,ng.Centif-tim is valid only +ken trum i,fhn-ed by.ITT-fK.).among h-i,hu Wer.k.M-41--emhos-1)and sees as rqO--ten and
JobTTT02GE
Truss Type — Qty Ply Ford Crossing Northampton,MA T
154924488 COMMON SUPPORTED GAB �� 1
'Job erence(op5onal
Universal Forest Proftucis - 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:12:23 2016 Pae 1 I
11-2-0
._ ----
010-8 ID:GxJYEyrgg4flVmJJhSMLIUybfya-kKxGmX061h3nYJKP1LKSIt8ktffEwT4j0f4Ji X
�1
__— 2-0 3 70-
-2`
i
6x6 Scale=1:54.01
8
7 //� V 9
9.00F12 6 10
ii
T6 \
% T T4
STr"
3 V 19
2 '
14
15 r
-m- \� `a
29 28 27 26 25 24 23 22 21 20 19 18 17 16
3x8 It 3x4-. 3x8 it
22-01-0
22-4-0 _
LOADING(psf)! SPACING 2-0-0 CSI. DEFL. in (be) Vdefl L/d PLATES GWP
TCLL 40.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 15 n/r 180 MT20 197/144
(Roof Snow=40.0) Lumber DOL 1.15 BC 0.05 Vert(TL) -0.01 15 n/r 80
TCDL 15.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.00 16 n/a n/a
BCLL 0.0
BCDL 10.0 a Code IRC2009fTP12007 (Matrix) Weight:138 lb FT=4%
LUMBER- BRACING-
TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals.
BOT CHORD 2x4 SPF No-2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud WEBS T-Brace: 2x4 SPF No.2-8-23
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud'Except' Fasten(2X)T and I braces to narrow edge of web with 1 O(0.131"x3")nails,6in o.c.
ST6,ST5:2x4 SPF No.2 with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. All bearings 224-0.
(lb)- Max Hoa 29=-189(LC 6)
Max Uplift All uplift 100 ib or less at joint(s)16,24,25,26,27,22,21,19,18,17 except 29=-145(LC 6),28=-126(LC 7)
Max Grav All reactions 250 lb or less at joint(s)23,28,17 except 29=293(LC 12),16--293(LC 12),24=367(LC 2),25=306(LC 2),
26=260(LC 1),27=270(LC 1),22=367(LC 3),21=306(LC 3),19--260(LC 1),18=270(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-29---283/121,7-8=-1231261,8-9=-1231261,14-16=-253/76
WEBS 7-24=-328/55,6-25=-266/105,9-22=-328/55,10-21=-266/105
NOTES.
1)Wind:ASCE 7-05;1OOmph:TCDL=S.Opsf;BCDL=5.0psf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS(low-rise)and C-C Extenor(2)zone;cantilever left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
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 7-05;Pf--40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live bad of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live
loads.
6)All plates are 1.5x3 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e,diagonal web).
9)Gable studs spaced at 2-0-0 oc.
10)This truss has been designed for a 10.0 fist bottom chord live bad nonconcurrerft with any other live loads.
11).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 38.0 tell by 2.0-0 wide will fit between the bottom
chord and any other members.
12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,24,25,26,27,22,21,19,18,17
except(jt-lb)29=145,28=126.
13)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S)Standard tN OF
i
NM mPRESLEY
/ Cfi1L
f 43029
'p STE
ALE
th t u: -+In he fatrica[M per ANS1/TPl qu 1ly eyuiranem Vla[es shall he f sire and type:hr wn and m used m Xtimr unles. xhm n xed.
This design is tmsed up,m parameler s.sh un and is for an individual
h Id'g compun r m he-ns[alird d 1 ded eri lly. Appl hilly f des g pu u s and proper itusxlxaxr' s n['smipmr t' ;pan..Nily M'tbe Ru!da g a gncr.B'nd'g be.ig r'heli dy a31 deuen
incl—naeiem un thi-shat frx c mfwm x ith undr on and rW irrments of th pa.f 6uiiding and gunrn ag and uxdr Building Dmigm.ac ql rrspmsibdly fur th emcee w accumey of the design
infnrnramm a.Y ay Ito Ir spesa'fir(mild g Crn�f collum lid surly wfirn wss is fahn ted M a iIFP npany.Bum g sh+snr is tm Iva I pp,rt f r - memtxrs I d da nm replace eravm and
permanent h ng.Reser to Building Cumponmt Safrty[nrarm,nion(BCS!}14 g—I guidance regardurg.nage,dchsrvy.unction and tracing a-lable Piero SBCA and Trus}f1m insmum,
Job Truss Truss—Type Ply Ford Crossing Northampton,MA
C
150924488 T03 COMMON 5 1
ob Refer ce o tional�
_1 - —____—_ _______Jre�
Universal F estProdducts 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:12;24 2016 Page I
10:GxJYEyrqg4flVmJJhSMLIUybfya-CWVe tllW?CeATvbb2rhl5hlY2s[frTsFJqsFAzfFX5
-Q-10T8 _7-4-12 14 6-0 21-7-4 29-0-6 2 108
0�1 6
7-_412 7-1-4 7-1 A 7A-12 -10-8
�8_,_
6x6 J Scale=1:67.9
9.
4xI0
4xl(),J
724
2A 23 2x4
4 a
44 11 1 04
39
216 1 20
1
1817 25 26 14 27 13 28 12 29 30 21 19
15 4a4== 3x10 MT20H$— 4x4= 400 11
U10 11
1, 9-9-3 29-0-0
Plate 0 0-5-2 Edgle�10:0-5-2�EdgqL 9-5-11 9-9-3
LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.15 TC 017 Vert(LL) -0.32 12-14 >999 240 MT20 197/144
(Roof Snow--40.0) Lumber DOL 1,15 BC 0.61 Vert(TL) -0.51 12-14 >685 180 MT20HS 148/108
TCDL 15.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.08 10 n/a n/a
BCLL 0.0
BCDL 10.0 Code IRC2009fTP12007 (Matrix-M) Wind(LL) 0.0314-17 >999 360 Weight:149 lb FT=4%
LUMBER- BRACING-
TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins.
BOT CHORD 2x4 SPF 210OF 11.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc,bracing.
WEBS 2x4 SPF No.2*Except*
Wl:2x4 SPF No.2 or 20 SPF Stud
SLIDER Left 2x4 SPF Stud or No.2 1-11-12,Right 2x4 SPF Stud or No.2 1-11-12
REACTIONS. (lb/size) 2=2251/0-3-8 (min.0-3-8),10=2251/0-3-8 (min.0-3-8)
Max Harz 2=-249(LC 6)
Max Uplift2=-65(LC 8),10=-65(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-16=-930/0,3-16=-1022/20,3-4=-2766/339,4-23=-2518/418,5-23-2328/4311,5-6=-2275/457,
6-7=-2275/457,7-24=-2328/431,8-24=-2518/418,8-9=-2766/339,9-20=-1022/20,10-20=930/0
BOT CHORD 15-17=2311750,17-25=-12112050,25-26=-121/2050,14-26=-121/2050,14-27--011415,13-27=0/1415,
13-28=0/1415,12-28=0/1415,12-29=-121/2050,29-30=-121/2050,21-30=-l21/2050,19-2l=-l5Of75O
WEBS 6-12=-19211156,8-12-7101293,6-14=-192/1156,4-14=-710/293,2-15=-1078/0,17-18=0/503,
16-18=-280/172,2-18=0/968,15-18=-1241/184,3-18=-1818/291,10-19=-1078/0,21-22=0/503,
20-22=280/172,10-22=0/968,10-22=-1241,'184,9-22=-1818/291
NOTES-
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf,BCDL=5.Opsf;h=24ft;Cat.11;Exp 8;enclosed;MWFRS(low-rise)and C-C Extedor(2)zone;cantilever left and
right exposed;C-C for members and tomes&MW FRS for reactions shown;Lumber DOL=1-60 plate grip DOL=1-33
2)TCLL ASCE 7-05;Pf--40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct--1.1
3)Unbalanced snow loads have been considered for this design,
4)This truss has been designed for greater of min roof live load of 16,0 psf or 2.00 times flat roof load of 40,0 psf on overhangs non-concurrent with other live
loads.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads,
7)*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=10-Opsf.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10.
9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802-10.2 and referenced standard ANSVTPI 1.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss,
LOAD CASE(S) Standard
tM OF
JOHN K (P
PRESLEY rn
CrVIL
43029
TE
A'IL
L
Innichn# pun tt bn,,Wh,d dl ded 8Y Appin,alula) f d—p pan—et—and ya'pn T—a—tA"anp-1e'jnWhy fihR
,af—rat—on'hi,,b-for'-fin—,with—tin-—,and req,nendent,of the spnofi,build tag and gmen-g,W—vid ntAniat
"'l—Ina,a".,.y hn'I...r_dn,build n,g C—fm......-I-ly whhn.n,fabr dby.LJFPj,a.y fhaonphoaafin ha-1 supp-oft m—be—ly and dp!n n<liax and
N,n.bracing.R,fi,8.fldv,gCjat Safe')htf.malign{8t RI,kx general n,-and bracingilahk from SBCA and T—L,Plate h,,nittin
Job Truss Truss Type —— otY �r Ford Crossing Northampton,MA
150924488 T03A COMMONRe
11 1
universal Forest Products _ _ 7 Job Nov 1 nee/optional}-
640 s Nov 10 2615 MiTek Industries,Inc.Tue Mar 07 76:12:25 2016 Page 1
ID:GxJYEyrgg4fl VmJJhSMLIUybfya- '1
"
-1 4 7-4-12 14-6-0 21-7 29 0 p ^_._._
0'1q� 7-A-12 —h— 7.1-4 7-1-4 7.4-12^ 1 ,
fixe� stele=1 zs�
9.00(12 6 22 i
t I
54
5x6
i � 7
\1
2x4 11 2x4 Ii
4.4: 4x4
3
11275/ /i10
1477 t6 23 24 13 25 12 26 11 27 28 20 18
4x4= 3x10 MT20HS= 4x4= 4x70 It
4x70 11
29-0-0 --—----
- 9-9-3 9-5-11 9.9-3
LOADING(psf) SPACKG- 2 4-0 CSI. DEFL. n (lot) I/deft L/d PLATES GRIP ^�
TCLL 40.0 PlateGrip DOL 1.15 TC 0.77 Vert(LL) -0.31 11-13 >999 240 MT20 197/144
(Roof Snow=40.0) Lumber Dox 1.15 BC 0.61 Vert(rL) -0.51 11-13 >689 180 MT20HS 148/108
/CDL 15.0BCLL 0.0 Rep Stress Ina YES WB 0.62 Horz(TL) 0.08 10 n/a nta
BCDL10.0 Code IRC2009/TP12007 (Matrix-M) Wind(LL) 0.03 13-16 >999 360 Weight:147 Ib FT=4a/
.- ------------.—_. _ -----__—_-- -. --- —.-._..�_.. _— -..—.__-------..__ ._—
LUMBER- BRACING-
TOP CHORD 2x6 SPF No.2 TCF CHORD Structural wood sheathing direc#y applied or 2-11-15 oc purlins.
BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
WEBS 2x4 SPF No.2'Except'
W 1:2x4 SPF No.2 or 2x4 SPF Stud
SLIDER Left 2x4 SPF Stud or No.2 1-11-12,Right 2x4 SPF Stud or No-2 1-11-12
I
REACTIONS. (lb/size) 2=225210-3-8(req.0.3-9),10=2153/Mechanical
Max Horz 2=260(LC 7)
Max Uphft2=-65(LC 8),10=37(1-C 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-15=-923/0,3-15=1023120,3-4=-2768/339,4-5=-2520/431,5-6=-2277/457,6-22=-22811458,7-22=-2354/430,7-8=-2525/419,
8.9=-2771/340,319=-1052221,10-19=-853,0
BOT CHORD 14-16=-241/750,16-23=-157rt452,23-24=-15712052,13-24=157/2052,13-25=0/1417,12-25=0/1417,12-26=0/1417,11-26=0/1417,
11.27=15812057,27-28=-158/2457,20-28=15812057,18-20=-1681745
WEBS 6-11=193/1163,8-11=7161294,6.13-19211145,4-13=-699/293,2-14=107110,16-17=01504,15-17=-279/173,2-17=0/969,
f4-17=-1241/179,3-17=1820/292,10.18=975/0,20-21=0/498,1321=-4671249,10.21=-1311104,18-2t=-12451200,9-21--17931291
NOTES-
1)Wind:ASCE 7-05;1 OOmph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and
right exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
2)TCLL ASCE 7-05;Pf-40.0 pal(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live
loads,
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a We load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members,with BCDL=10-0psf.
8)WARNING:Required bearing size atjoint(s)2 greater than input bearing size.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,10.
10)This truss is designed in accordance with the 2009 International Residential Code sedans 850211.1 and R802.10.2 and referenced standard ANSIlTPI 1.
11)"Semi-rigid pitchbreaks including heals"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
i
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CN OF
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JOHN M to
PRESLEY n
Ito.�(�CIVIL
43029
Q'
O ESTE �$k
Th- w:+i.m be fuMicated per ANSIRPI y lily requirenumts Plsc.+iuq bed'z and type.h n and c iced ori lepnn wle, xherwi¢n xed.This de g is Iuwd upon paramerers shown.and u f r an mdixivual
bu Id'g comp. m t M'oslall d and Invaded n nlly.Appl rabilAy.d dearg pram nTs and p qs' cxpexatd urnpnmc i' espmi'bit ty�f the Ba Id ¢iii pier Bn td'g Uevgmer shag+mty aft design
1-tmmum m Bd s sheen for form —th mditi ms arca mgobnnems dthe gree f bold g and g a.�r-ng unto and dmanee B ilding Iksig r ac epts r:p.-hilry f r the corr¢lness a--y dib,dcvgn
mhamatkm u.1 m y late i .'pea-r hudd'ng Cmificacim rs+-olid oily whin vu+is fatm ted by tIFP nlwiy.B—'—r,lb-1 i,fir I-1-1 Ppm f t ember I .d does nor replace—kn orad
permamml bracing-Refer 1.Badding tnmpmem Sdtty Inlamatxn(8M)14 geacd g-1—regarding.crag.,dd—y,—,I-,.db—.g—dabte from SBC A and Trow Plate In.imie
Job Truss �j"Tnss Type �—(aty Ply Ford Crossing Northampton,MA
150924488 TO3GE COMMON SUPPORTED GAB 2 1 ! �9
tjnlversal Foresf ProdudS -1 14-6-0 _ __ ID:GxJYEyrgg4f1VmJJ7.640
M yb 9v O 10 2015 ITek PZ3?2cSMPn22 jTt9N8WmInc.Tue Mat F sh57r 9idJ J3zfFXIt
o _.—.-18 14-6-0 -- 14.6-0 -8
6x6 scale=1:68.2)
9.06(12
10
oras
9 ,% �� 11 4x6�1
8 12
,3
?/,- 37
6
14
5
16
3 ',',, 17
73
2 1 18
i
1
35 34 33 32 31 30 29 28 2726 25 24 23 22 21 20
3x8 li 3x4= 3x8 it
29-0-0
29-0-0
Ptate Offsets X Y 20.E T_
LOADING(psf) SPACINC- 2-0-0 CSI. DEFL. in (loc) i/deft L/d PLATES GRIP —
TCLL 40.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 19 n/r 180 MT20 197/144
(Roof Snow 40.0j Lumber DOL 1.15 BC 0.04 Vert(TL) -0.01 19 n/r 80
TCDL 15.0BCLL Rep Stress Iner YES WB 0.21 Horz(fL) 0.01 20 n/a n/a
BCDL tOA " Code iRC2009lTP12047 (Mabm) Weight:197 Ib FT=4%
LUMBER- BRACING
TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud WEBS T-Brace: 2x4 SPF No.2-10-28,9-29,7-30,11-26,13-25
OTHERS 2x4 SPF No.2`Except` Fasten(2X)T and I braces to narrow edge of web with 10d(0.131'x3")nails,Sin o.c.
ST4,ST3,ST2,ST1:2x4 SPF No.2 or 2x4 SPF Stud ,with 3in minimum end distance.
Brace must cover 9on/of web length.
REACTIONS. Ail bearings 29-0-0.
(lb)-Max Hort 35=246(LC 7)
Max Uplift All uplift 100 Ib or less atjoint(s)20,29,30,31,32,33,26,25,24,23,22,21 except 35=-117(LC 6),34=-114(LC 7)
Max Grav All reactions 250 th or less at joint(s)28 except 35=297(LC 2),20=297(LC 3),29=376(LC 2),30=350(LC 2),31=261(LC 2),
32=262(LC 1),33=257(LC 2),34=274(LC 1),26=376(LC 3),25=350(LC 3),24=261(LC 3),23=262(LC 1),22=257(LC 3),21=274(LC
1)
FORCES. (lb)-Max.Comp./Max.Ton.-All forces 250(lb)or less except when shown.
TOP CHORD 2-35=-274!113,7-8=-134/293,8-9=-10/296,9.10=-138/330,10-11=-138/330,11-12=10/296,
12-13=134/293,18-20=-274172
WEBS 10-28=-288/0,9-29=-336/36,7.30=-3101112,11-26=-336/35,13-25=-310/112
NOTES-
1)Wind:ASCE 7-05;1OOmph;TCDL=S.Opsf:BCDL=5.Opsf;h=24ft:Cat.II;Exp B;enclosed;MWFRS(tow-rise)and C-C Exterior(2)zone;cantilever left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
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)TOLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs nwrconcurrent with other live
loads.
6)All plates are 1.5x3 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
9)Gable studs spaced at 2-0-0 oc.
10)This truss has been designed for a 10.0 psf bottom chord five load nonotw=rrent with any other live loads.
11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 24)-0 wide will fit between the bottom
chord and any other members.
12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joints)20,29,30,31,32,33,26,25,24,23,22,
21 except(it--lb)35=117,34=114.
13)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI I.
14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. OF
LOAD CASE(S)Standard
i
JOHN M an
PRESLEY
4
�CF1`�
/J 43024
4
`OtSTE
ADHAI
Th' nu s m M fahricared per ANSIl1'PI 4uabty requirem<m Plate hall he f.ire and type shown and rxnuaed:a jttints wlaw cahnwise noted.11tis deign is based upon para nor n shown and i.s for an individual
building ouarment to be installed and loaded venially.APpl billy t dci g par >a s and prrµxr inaxprrgim d nsnrlxakar' re pms M3ity rdfhe Bu td nesigntt.Bu-Id g besigteer h iI ry all design
nf<xmanrm rte tit- shm fm crntormancc with anditrms and rW vimnents of th<pec f building and grwem og odes and udinanees Building Designer accepts responsibility for the u xr umess or uccuraey of the design
mfixmatitn a.it may relate a .pec fc huildmg.Cmtecaum+valid Holy when was:a fabncated by a UFP mtPmry.Bracing sh is Gx I i 1. ppn d try memF ly nd d xx tx replay eranrtn arW
m nancnt bracing.Refer us Building CwnPmtent Safety Infixma[im(RCSS){g rd guidance regarding storage,delivery.ertrtinn and bot—g available Iran SB(.A amt Trues Plate Institute.
Jot,-- Truss ---" Truss Type oty Plv Ford Crossing Northampton,MA
/50924488 Vol Valley 1 1
—.. _ (Job Nov 1 nee 15 Mire _
Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:12:27 2016 Pa 1'
ID:GxJYEyrgg4flVmJJhSMLIUybfya-d5Bmcv3dpwaDlwdAGBOOwiJLgG OsIFJxH2WsVXkF
9-2-0 9-2-0
4x4 Scale=1:41.41
3
I
9AOi12
1.50 II 10
us i $
T) $T� \
t
1 i
3x4 9 12 8 7 136 3x4
1.5x3 11 1.50 11 3x4=1.5x3 11
18-4-0
18-40
LOADING(ps40-0 SPACING 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCL! 4Plate Grip DOL 1.15 TC 0.46 Vert(LL) n/a We 999 MT20 1971144
(Roof Snow=40.0) Lumber DOL 1.15 BC 0.17 Vert(TL) n/a n/a 999
TCDL 15,0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 5 n/a nIa
BCLL 0.0
BCDL. _100a Code IRC2009ITP12007 (Matrix) Weight:60 lb FT=4%
._.— ._. -...
LUMBER- BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 2x4 SPF Not or 2x4 SPF Stud
REACTIONS. All bearings 18-3-5.
(Ib)- Max Horz 1=-150(LC 6)
Max Uplift All uplift 100 ib or less at joint(s)1 except 9--116(LC 8),6=116(LC 9)
Max Grav All reactions 250 It,or less at joint(s)except 1=284(LC 1),5=284(LC 1),8=499(LC 1),9=798(LC 2),6=798(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-10-26711112,4-111-2571112
WEBS 3-8=-263/0,2-9=-617/233,4-6=-617/233
NOTES.
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS(tow-rise)and C-C Exterior(2)zone;cantilever left and
right exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
2)TCLL ASCE 7-05;Pf=40.0 psf(flat roof snow);Category IL Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tart by 2-0-0 wide will fit between the bottom
chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at j6nt(s)1 except at--lb)9=116,6=116-
8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)"Serol-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
tH OF `
JOHN M m
PRESLEY
/ CNII
�j*430_24
0, �TtSTEt�
AL E
Th..Vol,-s Iu he fabricated M ANSMI quality reyuiranem. PI tee.shall be y:,e and type shown and centered rt joints ole xterwise nerd.This de g teased urwn par mete+sh xm nd is fix un individual
hu Idi g rope t t be nstalled d loaded en- lly.Appr at rtp f desalt par nse>x and prgx:r—poratit of enmponeat i,resp bitty c4 the Building tib igrw+' Building D-grierhall—i}all design
nfxmut to th sheet f an(xman a tlt tmdn ane nnJray-a is a f th yxx fix Ln-I�fng and genan g rxha and ordman Building Desig rut. pt c ti sib lily for the a areevicss or joeowy ol the design
information a,it noyohu,t :i—ifie building.Cenifiwriem is valid mly xltrn w is rahriuted by a xIFP npany.B g vh s f+r D[ I uppn of tnt manlier 7 d M. nd replue nrectiam and
permanent tracing Refer to Building Conrpmmt Safe)W-rauaa(14051)for genorw gald—teg ndin,tt-age.delivery,erectnm and F—uig asadahle from SBCA and Truss Plate lnstimte.
Job Truss Truss Type— ay Ply Ford Crossing Northampton,MA
150924488 Vt)2 Valtey 1 1
Job Reference j0QBonan�_��.—...—�.-- –
Universal Forest Products _ -- ——_ —_ _— 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Mar Ot 16:12:28 2016Pagge 1
1 D:GxJYEyrgg4fl VmJJhSMLIUybfya-51k9pE4FaEi4f4CMquvdSxsYkgLgbmuS9xo3OxzfFX11
—
7-2-0 7-2-0 1
r
4x4 Stale=1:31A(
3
9-00 Ff2 X10
9
1.6x3 9( TJ �"'T1 1.5x3 II
/ T4 �,\ 4
2 /
/r T1
/ 5
i
I
OA, Ad
3x4;> 6 7 6 3x4
1.5x3 Y 1.50 d 1.5X3 :
14-0-0
----�=_
-
LOADING
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 P Grip DOL 1.15 TC 0.38 Vert(LL) tile We 999 MT20 197/144
(Roof Snow 40.0} Lumber DOL 1.15 BC 0.10 Vert(TL) n/a n/a 999
TCDL 15.0 Rep Stress Ina YES WB 0.14 Horz(TL) 0.00 5 We We
BCLL 0.0' Code IRC2009/TPt20107 (Matrix) Weight:45 Ib FT=41/6
BCDL 10.0
LUMBER. BRACING-
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF Not or 2x4 SPF Stud
REACTIONS. All bearings 14-3-6.
(lb)- Max Horz 1=-116(LC 6)
Max Uplift Ali uplift 100 Ib or less at joints)1,8,6 `
Max Grav All reactions 250 lb or less at joings)1,5 except 7=349(LC 1),8=582(LC 2),6 ra82(LC 3)
FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-7=-2660,2-8=-5081206.4-0=-5081206
NOTES-
1)Wind:ASCE 7-05;100mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-05;Pf=40.0 par(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow bads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads.
6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,8,6,
8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R80210.2 and referenced standard ANSUTPI 1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE($) Standard
ii
i
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i
i
JOHN M n+
PRESLEY
Gh/1L
43029
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This vu 's+o Ir fabricated per ANSI/rPl 4u IitY e4uireanmtn.Platin iu8 M d vie and type ahnnn and crnterrxi t joims a le.-xherwiu n trot 71+iz destgr s hazed upm paramer r.and xm an t lis an indivufual
hu-Id'g—nmi—I t uu uilled and leaded cd' Ily.AWfi,.Wlny A d—g.Parartetcze and pngxr innxpuent f e-p—i,rc f—tud ty of the Bud g Dee'gi—Building N ign Weill €x it design
s Innnariot ext lhi 0tt7 to ttmtirrmanee pith anti tiara vd reyuirunenis ra rtre Nxx.ifie tmiWmg and govern g odes and dm ce, Building Dmigner amept s responsibility 14 the—reemem or ac vrm:y of the design
iofrxmxixn a 1 y Ito tz -pro.fie build g Cenificatim'.hold mly w�errs i.fatxicated by a UPP xnpat y N n g show i x lateral zuppm of 1 xs memhers ! d rice a replace aim ami
pemra trot hracing.Ref to Building C—pdment Safety teFxmmim(SCSI;Im general gaidance regarding enragc deh,ery,ereow end bracing-sellable Ilam SBCA and T—Mute in-ire.
Job
— r� — — Ford Crossing Northampton,MA
50924488— Vol,V0Valley � � 1 ;Job Reference(optiona0
universal Forest Products T.640 s Nov 10 2015 MiTek Industries,Inc.Tue Mar 01 16:12:29 2016 Pagse 1
ID:GxJYEyrgg4f1 VmJJhSMLIUybfya-ZUIX1 a6tLXgxGEnZObos?8OdB3ciSKERCObXdwOzfFMl
5.2-0 5-2-0 I
i
4xA r SCale=123
2
9.00 12 6
/X,
T / \\.�
di STI
i
�Z 3
1
a p
4 d
2x4 15x3 ii 2x4
10-4-0
LOADING(psf) — —----SPACING- -2-M CSI. DEFL n (lot) Udefl Lid PLATES GRIP
TCLL 40A Plate Grip DOL 1.15 TC 0.72 Vert(LL) We n/a 999 MT20 197/144
(RoofSnow
40.0) Lumber DOL 1.15 BC 0.19 Vert(TL) n/a n/a 999
TCOL 15.0 Rep Stress incr YES WB 0.12 Horz(TL) 0.00 3 n/a n/a
BCLL 0.0' Code IRC2009/fP12007 (Matrix) 1 Weight:29 lb FT=4%
BCDL _ 10.0
LUMBER- BRACING-
TOP CHORD 2x4 SPF Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
REACTIONS, (lb/size) 1=361/10-35(min.0-1-15),3=361/10-3-5(min.0-1-15),4=508/1G-3-5(min.0-1-15)
Max Horz 1=-81(LC 6)
Max Upliftl=-26(LC 8),3=-32(LC 9)
FORCES. (lb)-Max.CompdMax.Ten.-All fords 250(lb)or less except when shown.
WEBS 2-4=-390176
NOTES.
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h--24ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)and C-C Extenor(2)zone;cantilever left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
2)TCLL ASCE 7-05;Pf=40.0 psi(flat roof snow);Category Il:Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow bads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3.
8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10,2 and referenced standard ANSI/TPI 1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASES) Standard
(H OF
JOHN M N
PRESLEY m
Grv'M_ y
It*43029
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roNAL E
Tn r u:is m tr Fabricatal per ANSI/Ti l quafity req.rr rt N tes shall fe d.is and lype shown and anterpl t pnnls unit:xhnr 'se n x 1.71iis dcugn's teased npm parameter.sh svn and I:by an i dividual
hu Id"ng nmlxx t t M inslallM d 1>aded CYI Ily.Appl b'Ily f dcs g par metas and proper mcsxixr t' f vnnpo t: prm MI ty ni ttu Bn W g 4'g er.Bu Id'g Design shall x ify all desip
nformatiem sm tX.yin fir c fP i with un enifiis and req id ly ed the u.6c iuik by gcwem ng xks and erdm B iidi X tksignv a c pr rc palsib tity fw the the ur ac vrecy of the design
mhnmatnm a..t y I to I spaific huiid g Cenificatinn .lid only+hen w�s is fahricawi try.a i1FP mpany.Bac ng sh sm�.hr lat 1. pert f w.cs memMs I d d x nnl repla«erecmm andMEL I
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LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP —
TCLL 40.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a n/a 999 MT20 197/144
(Roof Snow=40.0) Lumber DOL 1.15 BC 0.07 Vert(TL) n/a n/a 999
TCDL 150 Rep Stress Irra YES WB 0.05 Horz(TL) 0.00 3 n/a n/a
BCLL 0.0
BCDL 10.0 4 Code IRC2009ITP12007 (Matrix) Weight:17 lb FT 4%
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
REACTIONS. (iblsize) 1=208/6-3-5(min.0-1-8),3=208/6-3-5(min.0-1-8),4=29316-3-5(min.0-1-6)
Max Horz 1=47(LC 7)
Max Upliftl=-15(LC 8).3=-19(LC 9)
FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or hese except when shown.
NOTES.
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Extenor(2)zone;cantilever left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
2)TCLL ASCE 7-05;Pf=40.0 pat(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow toads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 pall bottom chord live goad nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1.3.
8)This truss is designed in accordance with the 2009 international Residential Code sections R502-11.1 and R802.10.2 and referenced standard ANSUTPI 1.
9)'Semi-rigid pitchbreaks including heels”Member and fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
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Feinland/Wright Builders =0--.
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C Village Hill Northampton,MA 15-M-V., F.�IWM=
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UFP Belchertown, LL 2/7/16
as A Universal Forest Products Corupajiy For Approval -a.a tns:s ax nasal few"..0, w"'WYI04
00 NOT CUT,NOTCH MILL.OR OTHEXISE'REPABC 1ANNUFACTURED MUSS*$IN MY WAV
OUT RNIMM
16020777B MEN AUTHORIZATON By A LICENSED DESKIll BY Ul Upl,R,,W
n= KE FOR ANY MODWICATIONS 09'CH�BACKS DONE WTROU7 PAM,"ITIE.
DATE02/07/16 PAGE 1
REQ.OUOTE DATE 02/12/16 ORDER#
ORDER DATE t t OUOTE# 16020777B
DELIVERY DATE t t CUSTOMER ACCT# LMCWRKMI
KAU. DATE OF INVOICE ! ! CUSTOMER PO#
ORDERED BY Andy Clo ston INVOICE
UFP Belchertown, LLC TERMS
155 Bay Road,PO Box 945,Beichenown,MA.01007 SUPERINTENDENT Andy Clo Ston SALES,REP . ' 1 Brian Tetreault
Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# { } - SALES AhEd Massachusetts/
R.K.Miles-Hatfield JOB NAME:Feinland/Wright Nillage Hill LOT# WBDIV:
S
OL 24 West St MODEL:Root Trusses TAG: JOB CATeGORY'
D
T
Hatfield,MA 01038 DELIVERY INSTRUCTIONS:
D (413)247-8300
S Feinland/Wright Nillage Hill
i SPECIAL INSTRUCTIONS:
p 'Based on plans dated 215/16.
T Northampton,MA
BY DATE
BUILDING DEPARTMENT1 OVERHANG INFd HEEL HEIGHT 00-04-03 1 REQ.LAYOUTS REQ.ENGINEERING QUOTE BRT 02/07/16
EWP END CUT RETURN NONE LAYOUT
PLUMB GABLE STUDS 0 1N.OC .owrrii 1 11 CUTTING JBRT 02/07/16
LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR.ROOF TRUSSES ROOF TRUSS SPACING:24.0 IN.O.C.(iYP.)
INFORMATION 40.0,15.0,0.0,10.0 1.15
PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CAILEVER STUB UNIT TOTAL
PLY ID SPAN SPAN TOP BOT LEFT' RIGHT LEFT RIGHT PRICE PRICE
1 COMMON
3 Ply 9.00 0.00 G03 1 24-01-00 24-01-00 2 X 6 2 X 1 C 00.10-08 00-10-08
COMMON
11 7.00 0.00 T01 22-00-00 22-00-00 2 X 4 2 X 4 01-02-08 01-02-08,.
COMMON
2 7.00 0.00 TO1GE 22-00-00 22-00-00 2 X 4 2 X 4 01-02-08.01-02 08
/tom COMMON
5 9.00 0.00 T02 30-09-00 30-09-00 2 X 412 X 4 00-10-08 00-10-08
COMMON
11 9.00 0.00 T02A 30-09-00 30-09-00 2 X 4 2 X 4 00-10-08
COMMON
2 9.00 0.00 T02GE 30-09-00 30-09-00 2 X 4 2X;4
COMMON
1 9.00 0-00 T03GE 24-01-00 24-01-00 2 X 4 2:X 4
/tom VALLEY
1 9.00 0.00 Vol 19-10-04 19-10-04 2 X 4 2 X 4
VALLEY
1 9.00 0.00 V02 15-10-04 15-10-04 2X4 2X4
VALLEY
1 9.00 0-00 V03 11-10-04 11-10-04 2X'4 2 X 4
VALLEY
f 9.00 0.00 VO4 07-10-04 07A0'-"64`...:2 X 4 2 X"4
VALLEY
1 9.00 0.00 V05 03-10-04 03-10-04,,2 X42 X 4
ROOF SUB-TOTAL:
ITEMS
QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES PRICE PRICE
FT-IN-16
11 Han er HUS26 : -
ITEMS SUB-TOTAL:
DATE02/07/16 PAGE 2
REQ.QUOTE DATE 02/12/16 ORDER#
ORDER DATE J 1 QUOTE# 16020777B
DELIVERY DATE ! 1 CUSTOMER ACCT# LMCWRKMI
DATE OF INVOICE ! 1 CUSTOMER PO#
LLC ORDERED BY Andy Clo Ston INVOICE
LTFP Belchertown, LLC TERMS
155 Bay Road,PO Bax 945,Belchertown,MA.01007 SUPERINTENDENT Andy Clo Ston SALES"REP`` Brian Tetreault
Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# { } - SALES' tEA Massachusetts I
RX Miles-Hatfield JOB NAME:Feinland/Wright Nillage Hill LOT# ;SUBDIV-
OL 24 West St MODEL:Roof Trusses TAG: JOB CATEGOR '
D
r Hatfield,MA 01038 DELIVERY INSTRUCTIONS:
° (413)247-8300
$ Feinland/Wright/Village Hill
z SPECIAL INSTRUCTIONS:
P *Based on plans dated 215/16.
$ Northampton,MA "
BY DATE
BUILDING DEPARTME OVERHANG INF HEEL HEIGHT 00-04-03 1 REQ.LAYOUTS REGI.ENGINEERING QUOTE 1BRT 102JO7116
EWP ENDGUT RETURN I
NONE LAYOUTI //
PLUMB GABLE STUDS 0 IN-OC JOWITE 1 CUTTING I BRT 02/07116
ACCEPTED BY SELLER ACCEPTED BY BUYER i SUB-TOTAL
PURCHASER:
BY: TITLE:
BY: ADDRESS:
TITLE:
DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL
Quote is based on current design values at the time of quote(lumbpr4`'EWP hardware,etc).
Should any of these values change prior to completion of this project,"".{JFP Belchertown,LLC
reserves the right to adjust the sell price accordingly.
QUOTE POLICY: QUOTE VALID FOR 15 DAYS. AFTER 15 DAYS,UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING.
Sealed individual truss drawings are included in the pricing.
Sealed layouts,stamped bracing diagrams are NOT included BUT can be provided for an additional charge.
City of Northampton
Massachusetts
DEPARTMENT OF BUILDING INSPECTIONS
-� 212 Main Street • Municipal Building
Northampton, MA 01060
INSPECTOR
Wright Builders, Inc. March 10, 2016
48 Bates Street
Northampton, MA 01060
Subject Location: 30 Ford Crossing
Map Block: 31C-018
Mr. Heilman,
Your building permit application with plans dated 3-2-16 has been approved as drawn and per this memo.
All work must meet all applicable codes whether noted or not included within this memo.
Please follow up on the following items:
These items will need to be accomplished as the project moves forward and before rough inspections;
I. Post footing are drawn as 2'6" x 2'6",the foundation drawing has 2 x 2 precast. If they are placed on
top of the 8" of/1/2"crushed stone they would be OK but they usually aren't so they'll be
undersized for the point loading based on a soil bearing capacity of 2000 lbs per QSFT.
2. The basement emergency escape is drawn too small 9 SQFT required 3'out minimum.
3. It appears that there are at least three window that will require tempering per R308.4
4. Verify all clearances for meters and appliance exhaust,there appears to be some issues.
5. Solid blocking and appropriate connectors are required for the braced entry roof.
6. The deck joist at the house connection must be supported by 1%" ledger or joist hangers.
7. Final HERS ratings, duct blast results, and a signed Thermal Bypass Checklist.
8. Smoke, Heat and CO detectors throughout the structure to current building codes.
9. An air barrier is required between the tub and the wall cavity.
10. The garage requires a PFH per R602.10.3.3 at both sides of the front door with all appropriate ties,
nailing, straps and washers. Note without embedded anchors engineering is required.
Note:The 2012 IECC with MA amendments is the non-stretch energy code and the 91h Edition Building
Code and new Stretch Code are expected to begin in July of 2016.
As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments.
In the following are some generic requirements which seem to be problematic.
This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes.
Read only international codes are available on line at http://publicecodes.cyberrees.com/icod/one
must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs .
The current relevant building codes are:
2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments.
1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments.
2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements.
3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I
soils (table R405.1)
4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1.or if
high water table or severe soils waterproofing 780 CMR R406.2.
5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR
R406.2 of amendments.
6. Foundation anchor bolts must be %" and be embedded a minimum of 7" into the concrete. 10" bolts!
780 CMR R403.1.6
7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions.
8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk-
in attics. 780 CMR R310.1
9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust
only systems), or treating the space with supply and return.See 780 CMR R408
10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties
and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common
are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is
required with a load path to the foundation.
11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3r'780 CMR
R802.3.1
12. Ridge boards must be the full depth of the cut. 780 CMR R802.3.
13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and
number of jack studs required.
14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls
with bearing partitions,joints staggered 2' minimum. 780 CMR R602.3.2
a. Exception:A single plate may be used or plates may be excluded over lintels provided the
plates/lintels are adequately connected by a 3"x 6" plate .036 galvanized steel nailed to each
segment with 6-8d nails
15. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I-joist and or Floor Truss
c. Roof truss
16. All I-Joist need to be protected from fire with% drywall or 5/8 wood structural panel. (R501.3)
17. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall
method being used. 780 CMR 602.10.
a. Garage corners and large corner window/door layout may require special solutions.
b. All corners must be appropriately attached to the foundation.
c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3"
respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full
headed with the temper and shank sizing meeting the strict code requirement.
18. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep
perforate the sheathing weakening it and contribute to building damage in high wind events.
19. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a
shower head is used, 6'8" for basements, 6'4" at beams/ducts. 780 CMR R305.1. MA amended
20. Hazardous glazing locations, within 24" of a door, or within 60"of a stair,or across from hot tubs, spas,
bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4
21. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4"
sphere rule. Order restrictors. 780 CMR R612.2
22. Egress and emergency escape requirements shall be strictly met.
a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310
b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft
at I"floor. Minimum clear opening 20"x24"or 24"x20". 780 CMR R310.1.1
c. Two doors remote as possible at the normal level of travel, opening measured from the face of
the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR
R311.2
d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7 %" from
the top of the threshold and only in-swinging doors. 780 CMR R311.3
23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9",
maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where
the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle.
Graspable rail 1 %" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or
more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails
must be continuous and returned to the wall if not to newel post. 780 CMR R311.7.
24. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than
30" above floor or grade within 36", 4"sphere rule. 780 CMR R312.1.
25. Floor joist systems that are not equal to 1%" nominal dimension must be covered with %" drywall or
5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3
26. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR
R502.8 and R602.6. In bearing studs holes not larger than 40% of a stud no closer than 5/8 to the edge,
In interior non-bearing studs holes not larger than 60% of a stud no closer than 5/8 to the edge, or holes
in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole.
Notches are different.
27. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition
requires a 16 GA 1 %"strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR
R602.6.1
28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2
29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen,
and require 3' clearance from windows. 780 CMR M504.4
30. Dryer duct transition is limited to 8'of aluminum flex, must be exposed, and the proper UL listing. 780
CMR M504.6.3
31. Dryer duct maximum equivalent length is 35' less 5' per 900 elbow or per manufacturer's specs. 780
CMR M502.6.4, no screwed connections use foil tape appropriate for the use.
32. Dryer ducts when concealed must have a permanent label or tag within 6'of the duct connection 780
CMR M502.6.5
33. Makeup air is required for dryers exhausting more than 200 CFM. 780 CMR M504.5
34. Makeup air is required for any exhaust hood over 400 CFM. 780 CMR M505.2
35. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work
maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC
402.4.3
36. Fire and draft stopping shall be completed before rough inspection.Typical locations, top (ceiling) and
bottom (floor) plates, soffits, and every 10'within enclosed cavities. 780 CMR R302.
37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316.
38. Dwelling/Garage fire separation.An attached garage (within 3'of main structure) is required to have%"
drywall on the garage side of the separation wall and if there is a finished space above the garage all
walls must have %" drywall and the ceiling 5/8" drywall. 780 CMR R302.6
39. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC.
a. An initial HERS evaluation is required including insulation levels anticipated.
b. A final HERS evaluation confirming code requirements have been met including duct testing.
c. A signed copy of the Thermal Bypass Checklist.
d. Energy information including mechanical equipment posted on the electric panel.
e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star
Windows and the Thermal Bypass Checklist. Duct blast testing when practicable.
f. All band joist insulation must be enclosed within an airtight cavity, which you must create.
40. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is
a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air
flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion).
A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has
to be absolute and complete. If air can leak through an electrical device or through a crack it follows the
path of least resistance and carries 99%of the moisture in a structure.This is evident every time one
exposes fiberglass insulation and finds black insulation, which has filtered dirt out of the air moving
through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing
requirements.
41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
42. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note: ThruLoks
are engineered for post attachment supporting a railing. Lateral attachment is required for each deck
per section 502.2.2.3.
43. Smoke and CO detectors as required. 780 CMR R314 and R315.
a. Smokes in each bedroom, within 10' of a bedroom door, and at the bottom of a stair leading to
a finished floor above.
b. CO within 10' of bedroom doors, at each level, for every 1500 sqft, (plumbing code in the
mechanical room) Except if there are no fossil burning fuels or attached garage.
c. Heat detector in attached garage, and other large unfinished unconditioned spaces.
44. Closets beneath stair which have doors must be drywalled with%".780 CMR R302.7
45. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of
ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30" is required to be located in
an accessible place. It must be insulated equal to surrounding, gasketed, and secured in place.
46. Clearances above gas stoves and cook tops burners is 24"to non-combustible or 30"to combustibles.
Relevant items must be submitted to the building department for approvals before inspections and or
Certificates of Occupancy can be issued.
Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday
through Friday, 8:30 am to 4:30 pm,excepting we close for walk-ins at 12:00 noon on Wednesdays. My email
address is: cmiller(a)-northamptonma.gov
Thank you r your cooperation on the ters.
Chuck Miller
City of Northampton
Assistant Commissioner and Zoning Enforcement
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Superior Walls Foundations 12'8 3/4" 16'3 1/4'
By: Superior Walls by Weaver Northeast 4'2 3/4'
Project Nave: Craftsman Farmhouse
Owner: Wright Builders Li
Builder: Wright Builders
Salesman: John W.
Drawn By: new 6'2 1/4'
Created: 2/24/2016
Last Modified: 2/24/2016 2' 29'
Revision: 1 .01
Comment: 31'
F i l e No.m e: h v-w b_craftsman farmhouse It is the responsibility of the General Contractor and/or
Drawing Type: X I Hone Owner to ensure complete accuracy of all drawings Reference 2012 IRC
P Y 9 Footing: 8' minimum 1/2' Glenn crushed stone
NOT TO SCALE )K)K)K designed for production. Weaver Precast, Inc. will not be Assumed Soil Bearing Capacity : 2000 PSF
held responsible for any errors once the final drawings Maximum allowable uniform load : 2700 PLF
These Drawings are approved for and contract have been signed and approved by the Seismic Design Category : B
final production cis illustrated General Contractor and/or Home Owner. Basic Wind Speed : 90 MPH
and not subject to change.
40 Ton Crane with 60' reach from the
pivot point of the crane is the limitation The Superior Wall 'Builder Guideline Booklet'
---------------------- -------- of the crane provided to install the walls. provides product requirements for your
Customer Signature Date If a larger crane is deemed necessary, Superior Wall Foundation. Please refer to
an additional charge will be incurred. your Local Building Code for framing requirements.
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L E F T
Project Nave : Craftsman Farmhouse
Owner : Wright Builders
Bud der : Wright Builders
Modified : 2 / 24 / 2016
Rev isIon : 1 . 1
Type : X I
Project Name : Craftsman Farmhouse
Owner : Wright Builders
Builder : Wright Builders
Modified : 2 / 24 / 2016
Revision : 1 . 1
Type : XI
L [ FT
Project Name : Craftsman Farmhouse
Owner : Wright Builders
Bud der : Wright Bu l ders
Modified : 2 / 24 / 2016
Revision : 1 . 1
Type : X I
Project Nave : Craftsman Farmhouse
Owner : Wright Builders
Builder : Wright Builders
Modified : 2 / 24 / 2016
Revision : 1 . 1
Type : XI
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