36-401 66 EMERSON WAY BP-2017-1076
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:36-401 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: New Single Family House BUILDING PERMIT
Permitil BP-2017-1076
Project ti JS-2017-001845
Est.Cost: $345000.00
Fee:$1299.10 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: RUSSELL JOPSON 083637
Lot Size(sq. ft.): 11630.52 Owner: EMERSON WAY LLC
Zoning: Applicant: RUSSELL JOPSON
AT: 66 EMERSON WAY
Applicant Address: Phone: Insurance:
P O BOX 686 (413) 582-9970 (102) WC
NORTHAMPTONMA01061 ISSUED ON:4/5/2017 0:00:00
TO PERFORM THE FOLLOWING WORK:CONSTRUCT NEW SINGLE FAMILY HOUSE
2367 SF, 2 CAR GARAGE
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:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType: Date Paid: Amount:
Building 4/5/20170:00:00 $1299.10
212 Main Street, Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2017-1076
APPLICANT/CONTACT PERSON RUSSELL JOPSON
ADDRESS/PHONE P O BOX 686 NORTHAMPTON (413)582-9970(102)
PROPERTY LOCATION 66 EMERSON WAY n� :;:tipA
MAP 36 PARCEL 401 001 ZONE ..11 J
THIS SECTION FOR OFFICIAL USE ONLY: VS ^
PERMIT APPLICATION CHECKLIST ror
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid 1 on IP
c
Building Permit Filled out „---
Fee Paid
Typeof Construction: CONSTRUCT NEW SINGLE rAMILY HOUSE 2367 SF,2 CAR GARAGE
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included: �
Owner/ Plans
License 083637 zetaic / /
3 sets of Plansns//Plot Plan a e-f
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
IP{FORMATION PRESENTED:
,V/ Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit 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
Ir• o " It: ay
4trr
4/-5/7
Sig . 1 e ml. n_ f' ci 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.
i Department use only,
p City of Northampton Status of Permit
i 2 8 Building Department curb Cut/Driveway Permit
IN 212 Main Street Sewer/Septic Availability '
Room 100 Watermell Availability
o= ' Northampton, MA 01060 Two Sets of Structural Plans
_ --- ---{5fione 4'13-587-1240 Fax 413-587-1272 Plot/Site Plans
Other Specify
APPLICATION TO CONSTRUCT,ALTER,REPAIR,/ RENOVATE� [KA,
This
A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION / 1 al ,/ / I- A,
1.1 Pro a Address: p !J p� This section to be completed by office
(p(p b7LFi�4x'f" (�//r a- Map Lot Unit
JZone Overlay District
Elm St District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Name(Print) Current Mailing Address:
Telephone
Signature
2.2 Authorized Aaent: �q� �qf"t
• a INV r eika II 1atd 14 of L7 YYIi() b 4
Name(Pnn r V Current Mailing Addre : 'M/ ryI
/hi is. S 4,411, / Y/ ter �� c
Signature 7/ �/ a< Telephone
SECTION 3-ESTIMATED ,ON•TRUCTION COSTS
Item Estimated Cost(Dollars)to be Offidal Use Only
completed by��permit� applicant
1. Building 3�r ez0 (a)Building Permit Fee
2. Electrical /6—
(b)Estimated Total Cost of
�� /C42 Construction from(6)
3 Plumbing / 5 ffC Building Permit Fee
4. Mechanical(HVAC) /6
5. Fire Protection
6. Total=(1 +2+3+4+5) v at) Check Number J335� b a 9g
This Section For Official Use Only
Building Permit Number: Date
Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
Section 4. ZONING AU Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be fined in by
Building Department
Lot Size 7/, 6115 91 ii, &d/9' t
Frontage
Setbacks Front
Side L: R: L: /C9 R: 17
Rear 53
Building Height 9?
Bldg.Square Footage % 7
Opena nu Footage % P/ 7, pr
(Lot area minus bldg ffipaved r-
parking)ar me
#of Parking Spaces /
Fill:
(volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO O DONT KNOWfil) YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW 0 YES O
IF YES: enter Book Page and/or Document #
B. Does the site contain a brook, body of water or wetlands? NO 40 DONT KNOW O YES O
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? YES O NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES O NO p
IF YES, describe size, type and Location:
E. WIII 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 O NO
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House Addition El Replacement Windows Alteration(s) n Roofing ❑
Or Doors D
Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks ICI Siding[D] Other ICI
Brief Description of Proposed
Work na^ L 0(1- / /Cc 3F Q , 7 L, .arAtii a l. e
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
sa.If New house and or addition to existing housing, complete the following:
a. Use of building :One Family Two Family Other
b. Number of rooms in each family unit: I7 Number of Bathrooms I/
c. Is there a garage attached? �y n '/J Q`/(�
d. Proposed Square footage of ne _construction.co�/ 27 Dimensions t/bbl ItL :1(/ Y 7 _/
a Number of stories? ��1I777'( 7l NnI
f. Method of heating? ?� V I�� rOZt�//Firaces or Woodstoves _Number of each '
g. Energy Conservation Compliance.v5 / Masscheck Energy Compliance form attached? kid/0
h. Type of construction ) _
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 / -
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 WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, 2, G'L(1-- At9,e. tint rt1avlE�L� �MUx�-9 �y/ti/ (.L(.as Owner of the subject
property 2
hereby authorize a La /.../ .1 4I /J.4 J _ i i II Ad :Le,. -i-- • J . / ,,
to art on ,half'n a Im - - re-at - to work au onze•/•y ice• HS g permit app Ica ion.
^I\ 3 - 2-7-Zoll
Signature of Owner JDate� /�/�
I. U .e L --(4 1 �— 1-/Y'f l l C ,as Owner/Authorized
Agent hereby d dare lel the`tift th)nf and fohnation on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed and r the pains and enalties of perjury.
Print Name
Signature of Owner/Agent Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Su•ervisor: Not Applicable 0
Name of License Holder: AP I Lim, ' ��
License Number
Address ' 7
(0.10
# Expiration Date
/ary, L ( V
Signatur7, —� Telephone
9.Registered Home Improvement Contractor: Not Applicable 0
Company Name Registration Number
Address Expiration Date
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..._. ❑
11. – Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) 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.
Definition 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 building 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
Residential Building Permit Intake Checklist
Every Line Item must be completed./
Place a check if the item is included Property Address: p I' 5me27ed!6/9/
Indicate NA if the item doesn't apply Map:
DPW = Department of Public Works Block:
BOH = Board of Health Lot:
// Permit Application Complete and signed
// Workmen's Compensation Affidavit Complete and signed
£' Construction Debris Affidavit Complete and signed
// Proof of Sanitary Connection or Approved Septic DPW or BOH
V- Proof of Approved Water Source DPW or BOH
NA Driveway Permit DPW
✓ House Number Assignment DPW
Okt-Residential Fee Calculator Complete and totaled
Ng Homeowner's Exemption Acknowledgement Signed and dated
44 Sprinkler Narrative Electronic copy
NA Sprinkler Plans Electronic copy
NA Copy or Order Of Conditions Conservation
N4 Copy of Special Permit Requirements Planning Dept.
✓ Plot Plan or Survey Dimensions to boundaries,show driveway,
walkway and onsite septic
One Set of Building Plans To Scale Label Rooms
foundation Dimensioned including footing
p- 1" Floor Dimensioned with smoke and COs
r".." 2nd Floor Dimensioned with smoke and COs
,(14 3rd Floor Dimensioned with smoke and COs
z/ Decks /2,,e/ Dimensioned with piers and connections
Sections Identify Framing and air sealing
✓ Elevations Floor heights and mean roof height
✓ Structural Floor Plans Manufacturer's or clearly shown in section
✓ Structural Roof Plans Manufacturer's or clearly shown in section
kr Truss Layouts Manufacture's layouts
Truss Ca lc Sheets Manufacture's specifications
f/ Beam Layouts Manufacturer's or clearly shown in section
LVL ca lc sheets Labeled to match plans locations
HERS certificate Initial HERS Plan
Electronic Plans if over 11"x 17" sized paper Email, CD,or thumb drive
byy Ate / Manual "1" Calculations By Certified Software
ti'1 Duct System Line Drawings Clearly Drawn with CFM for supply and returns
Mechanical Equipment Specifications Spec sheets HVAC, HWH, HRV, ERV, Exhaust fans
MUNICIPAL WATER AVAILABILITY APPLICATION
Northampton Water Department
237 Prospect St.
Northampton, MA 01060
413-587-1097
A Department of Public Works Trench Permit shall be required prior to any construction or
connection activity associated with this application.
Location: 66 Emerson Way Lot 57
Inquiry Made By: Russ Jopson Hampshire Property Manage 413-650-6027
(Name) (Telephone Number)
Date of Inquiry: 2/27/2017 Fire Line Irrigation Domestic x
Number of Units: Type of Units: Type of Ownership:
Single Family x Private x
Apartments Condo__
Muli-Family Rental__
Commercial_
(Applicant to fill out the above)
Municipal Water Main in Front of Location: Yes_ No I/
Existing service to site? Yes No
// //1�
Size of Water Main: Material: I-�J 1 Age: zit)' V
Approximate Static Street Pressure: "" SS pSJ Flow Test Conducted: Yes No
(If flow test conducted attach results)'
`r S ,i
Size of Service Connection: I Coppet Suggested Meter Size: /Q _-
Comments: The Water Department cannot guarantee adequate water pressure during
peak demand times at elevations above 320'
p r i Va he .vv,:n 6. pr iVnte Pert 514
- A corresponding water enterance fee shall be paid prior to making any connection to the municipal
water system.
-Arrangement of such installation shall be made with the Northampton Water Department within a
minimum of 5 working days notification.
-All work shall conform to Northampton Water Department specifications.
-27- /7
(Water Superintendent) (Date)
Water Entry$ 200 Meter$ 130 Radio Read$ 13 rZ
cc: City of Northampton Building Dept./Commissioner
NOTE:If this availablitiy is for a new construction,it must be hand delivered to the Building/
Inspector \--\�
MUNICIPAL SEWER AVAILABILITY APPLICATION
Northampton Streets Department
125 Locust Street
Northampton,MA 01060
413-587-1570
A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prier to any
construction or connection activity associated with this application.
Location: 66 Emerson Way Lot 57 -
Date of Inquiry: 02/27/17 -
Inquirer with contact info: Russ Jopson Hampshire Property Management 413-650_6027
Reason for Request: New construction Hook into City Sewer
Municipal Sewer Main in Front of Location: Yes No
Size of Sewer Maim Material: Age:
Depth of Sewer Main:
Length of Sewer Main:
Sin of Service Connection:
Type of Service Connection:
Tie-in to Sanitary Main: Tie-in to Sanitary Stub:
Tie-in to Private Sanitary: . Tie-in to Existing Sanitary Service:
Comments: AV4;I le '4'01.14 1NYch. con,,ecm., _
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 Ins hector.
A corresponding"sewer enterance fee shall be paid prior to making any connection to the
municipal sewer system.Arrangements of such intstallation shall be made with tr e
Northampton Streets Department with a minimum of 5 working days notificaiton. All work
shall conform to Northampton Streets Department specifications.
w_ Date: J2../
Sewer Dept. Foreman0,5
Sewer Entry$_____441h433,------
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 facilit , as defined by MGL c 1n111 ,/S 150A.
�l1
Address of the work: / iliNat� U)/'�X
The debris will be transported by: \ Aind ., 404 t3(07),
The debris will be received by: 1 S SJ
Building permit number: p
Name of Permit Applicant AI A kg' / 4149 i a j /11-
Ca
OS
w r/
Date Signature of •er it Applicant
The Commonwealth of Massachusetts
Department ofIndustrial Accidents
:=Ti il= Office of Investigations
K A1IA=
_ 1 Congress Street, Suite 100
I
' Boston,MA 02114-2017
�� www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
A r licant Information Please Print Legibly
A AA
Name(Business/Organizatiowlndividual): a ulna 1 7 ,Jd19 'v A //Ala JA'4E!. 1 i,,sef
Address: ter 1Th. .4.1 677)� TM . e9
City/State/Zip: _Phone#: g ! ��O1�V7
Are you an employer?Check tthheappro iate x: Type of project(required):
17 lI am a employer with 4. am a general contractor and I
employees(full and/or pa time).' have hired the sub-contractors 6. w construction
2.❑ lam a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have g. ❑ Demolition
working for me in any capacity. employees and have workers' 9 ❑ Building addition
[No workers' comp. insurance comp. insurance?
required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions
3.❑ lam a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL
12.E Roof repairs
insurance required.] r c. 152, §I(4),and we have no
employees. [No workers' 13.❑ Other
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
:Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employeesIf the sub-contractors have employees,they must provide their workers'camp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information. „.--- �/� �
Insurance Company Name: +6Cc I ]r v% L J-03 _ t/ -
Policy#or Self-ins. Lic. #; dd! ���.-` ' J4 Expiration Date: Ai
Job Site Address: fete JT�L_ii,pc 7`I` City/State/Zip: 4a ?fig! fin
Attach a copy of the workers' compensation policy declaration a(showing the policy number and expiration date).!/
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insuranc: ov ge verification.
I do hereby cenify un /he p- and p n Ides of perjury that the information provided above is true an correct
Sienature: �y� Date: / -'2 /7
Phone#: ��� /, ��0(m
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
I. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
Technology Insurance Company, Inc.
A Stock Insurance Company
WORKERS COMPENSATION WC 99 00 01 B
AND EMPLOYERS LIABILITY
INSURANCE POLICY INFORMATION PAGE
Ncci Code:39071
I. Insured: Policy Number: TWC3553484
Hampshire Property Mangement Group,Inc.
P.O.Box 686
Northampton,MA 01061 Individual Partnership
Other workplaces not shown above: X Corporation
See Extension of Information Page Federal Tax ID: 043273212
Producer:
Risk Id:
d o Com North America,Inc. Renewal of: TWC3480006
c/o CompuPay Insurance Services,Inc.
3450 Lakeside Drive Suite 400
Miramar,FL 33027-3273
2. The policy period is from 6/17/2016 to 6/17/2017 12:01 a.m.at the insureds mailing address.
3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of
the states listed here: Massachusetts
B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item IA.
The limits of our liability under Part Two are:
State Bodily Injury by Accident Bodily Injury by Disease Bodily Injury by Disease
$100,000 each accident $500,000 policy limit $100,000 each employee
C. Other States Insurance:Part Three of the policy applies to the states,if any,listed here:
All states except ND,OH,WA,WY and State(s)Designated in Item 3A.
D. This policy includes these endorsements and schedules:See Extension of Information Page
4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating
Plans. All information required below is subject to verification and change by audit.
See Extension of Information Page
TOTAL ESTIMATED ANNUAL PREMIUM 1,830
STATE ASSESSMENT 78
TOTAL ESTIMATED COST 1,908
Minimum Premium 443
Issue Date:4/27/2016 Countersigned by:
Authorized Representative
Home Energy Rating Certificate Rating Date:
Registry Ip: Unregistered
Projected Report Rating Number:
HERS. Index Score: Annual Savings Home:
5 Your home's HERS score is a retative �t 66 Enrerson Way,Northampton,MA
performance score.The lower the number, �(y�/ Builder:13
more energy effkient the home.To
learn more,visit wwwhersindex.com 4Retativeto an average U.S.home Russ 7opson
Your Home's Estimated Energy Use: This home meets or exceeds the
Use[Mal Annual Cost criteria of the following:
Heating 53.9 $1
Cooling 0.9 $1
Hot Water 3.7 $2
Lights/Appliances 21,3 $53
Service Charges $0
Generation(e.g.Solar) 0.0 -$0
Total: 79.8 $57
al Home Feature Summary: Rating Completed by:
' ...., Homerypw Single familydetached
Energy RaterAdin Maynard
ito Condlloned Poor Area: 2269N.ft. RESNET ID:
Mimes ,m
Number of 8edtooms 4 Rating Company:HZ&HERS Energy Efficiency
w RlmaryKeating System: Cornea•Propane-96AFUE
a ` IX PrimaryCooling System: Air Conditioner•Electric.15 SEER
Primary Water Heating: Water Heater•Electoc.3.24 Energy Factor
re, Rating Provide:Energy Raters of Massachusetts
. House Tightness: 15 ACHSO
Duct Leakage to Outside: 0CFM2S
atc$_ Above Grade Walls: R-22
h?xj 14 taws"a Ceiling R-59Tato-'t
( '1m Window Type; U-Value:0.294 SHGC 02H0 '-‘4,-• ..,;:o.
o Foundation Watts R-10
zwa[netify
+ _. a Adin Maynard,Certified Energy Rater
,ate, ,
etwdee t
kkoN VrN: EtetropettERS RattngToe!•Ven
ton:21.0.i640
TaeHomesnergyRatngMandard Dise3ourcefnrteishoeseisasaiabiefrom theratingpavrder.
Thlsrepartdaesnot eonstltuea warranty orgaurantee.
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P West Hatfield Ma. SBORq�`1C
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Truss Connector Total List 16'2117 sarin r ^ I
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DATE0322/17 PAGE 1
REO.QUOTE DATE / / ORDER#
ORDER DATE / / QUOTE# 170301718
4).
DELIVERY DATE / / CUSTOMERACCT# LMCWRKMI
DATE OF INVOICE / / CUSTOMER PG#
ORDERED BY Wayne Helms INVOICE#
UFP Belchertown, LLC TERMS
155 Bay Road,POBax 945.De1C"etowi.MA.01007 SUPERINTENDENT .Doug Hodgins SALES REP Brian Tetreatdt
Phone:413.323-7247 Fax:413-323-5257 JOBSRE PHONE# (413)247/8314 SALES AREA _ Massachusetts/
sr
R.K.Miles-Hatfletd JOS NAME:Hampshke Property Management LOT# SUBDIY:
Z 24 West St MODEL: TAG: JOB CATEGORY: Residential
o
,y Hatfield,MA 01038 DELIVERY INSTRUCTIONS: .
.,°° (413)2474300
1, Hampshire Property
57 Emerson WaySPECIAL INSTRUCTIONS:
'Based on plans dated W8/17.'Upper roof only-lower roofs conventional framed.`Upper valley converted to susses.
Northampton,MA .
avma-
BY DATE
BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 01-00.00 _ REQ.LAYOUTS REO.ENGINEERING QUOTE 1RRT 03/2/17
Roof Trusses ENOCUT` RETURN ( I LAYOUT //
PLUMB GABLE STUDS 24 IN.00 I JOBSITE 1 2 40OS0E 2 CUTTING BAT 03/22/17
LOADING :cu-rcn.ecaax sseess 3/4,.,:aR�aF TRUSSES INFORMATION 400.10.0,0.0.100 1.15 ROOF TRUSS SPACING:24.0IN.O.C.(TYP.)
PROFILE QTY PITCH TYPE BASE 0/A LUMBER OVERHANG OANILEVER STUB UNR TOTAL
PLY ID SPAN SPAN TOP ed LEFT WOW LEFT MGM ' PRICE PRICE
COMMON
...
r!I)'1' 3 PN 10170 0.00 1 GOSGE 22-0000 220000 2 X 6 2 X8 01-00-00 010000
6 8.00 000 CO10,TO1 37-00-00 37-00.00 2 X 6 2 X 4 01-00-011 01-00-00
.21/(`.,. COMMON
21 II 5.00 0. TOfA 37-07-08 37-07.04 2X62X401toM0 � _
COMMON
.IIIIIIINIL. 1 8.00 000 TO1AGE 37-0748 37-0708 2 X 62X401-00-00
COMMON
-
III II 1 a.00 0.00 3)-0000 37/0000 2%62X40{-00-00 01-00-00
COMMON
ears1 HI00. 000 TO2GE 1502-08 15-02-08 2X62X401-00-00 013%-00
m VALLEY
•
LLLL'1 1 10.00 0.00 VO1 20-06-00 20.00-00 2 X 42X4
m
VALLEY
/L i Oa 1 10.00 0,00 VO2 17-03-10 110st0 zx4 zXg
VALLEY
1 10.00 0.00 2/03 14-01-03 14-01.03 2X4 2X4
„m ]
- VALLEY
1 10.00 0.00 VO4 10-10-03 10.1043 2 X4 2 X4 T-
�$qC VALLEY
X4.9. 1 10.00 0.00 Vas 07-00-06 07.08-06 2 X 42 X4 _
nVALLEY ,
1 10.09 0.00 VO6 04�-00 OA-09-00(2 X42 X4
ROOF SUB-TOTAL:
ITEMS
OTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES PRICE TOTAL
FriN18
10 I Hamer H026
ITEMS SUB-TOTAL:
DATE03/22/17 PAGE 2
PEO.QUOTE DATE / / ORDER#
ORDER DATE / / QUOTE# 17030171B
DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI
DATE OF INVOICE / / CUSTOMER PO#
ORDERED BY Wayne Halms INVOICE#
UFP Belchertown, LLC TERMS
155 Bay Road,PO Box 945,Balchenown,MA.01007 SUPERINTENDENT Doug Hodgins SALES REP Brian Tetreaull
Phone1413-323-7247 Fax:413-3235257 JOBSITE PHONE# (413)2478314 SALES AREA Massachusetts/
R.K.Mlles-Hatfield JOB NAME:Hampshire Progeny Management LOU SUBOIV:
24 West St MODEL: TAG: JOB CATEGORY: Residential
T: Hatfield,MA 01038 DELIVERY INSTRUCTIONS:
° (413)247-8300
_-Hampshire Property
57 Emerson WaySPECIAL INSTRUCTORS:
-Based on plans dated 3/8/17.'Upper root only-lower roofs conventional framed. Upper valley convened to Susses.
d- Northampton,MA -
BY DATE
BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 0100-00 REO.LAYOUTS REO.ENGINEERING QUOTE SRI #Y22/17
Roof Trusses END CUT RETURN LAYOUT_ IF//
PLUMB GABLE STUDS 241N,OC i JOBSRE 12 I JOBSITE 2 CUTTING ORT 3/22/17
ACCEPTED BY SELLER ACCEPTED BY BUYER 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(lumber,-EWP,hardware,etc).
Should any of these values change prior to completion of this project, UFP Belchertown,LLC
reserves the right to adjust the sell price accordingly.
QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 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.
I Job truss Truss Type UIy -Ply 57 Emerson Way Northampton MA
1170301718 701 COMMON
6 1 Jab Reference(optlnag
eternal Forest Products,5531 S.NC 6O,Burlington,NC 5060 o Oct 51016 MTek!nestles Inc Wad Mar2207:10072017 pee
'J-0{I ID:CjUYwMGN7UQAG4
gvzsgA'ttmzYms4.gNFO26co6b5Ja?MMSEY%6ppS ngTAAV dEIPGwTSznIk
14b 9412 961.4 9-1- 9713 189
6M�. Scale=1852
6.03 12
6 26
S
4.10
4x100
25
4m. 4x6*
4 e
s
spy 4xs3 lh46-60
j2 .. 1 l615 l
4 --.. .-14
z716 2a 15 1a 29 13 12 30 .,
5x10 II
1.583 II 3x10 MT2OHS= 150 II 5x10 II
4x8 r-- 3x10 MT2OHS-
1 9-4-12 1 1660 27-7-4 1 37-0-0
9-4-12 91-4 9-1-4 9-4-12
Plate Offsets(X,Y)- 12:03-140-0-1) 110:03-14,0-0-1)
TOLLLOADWO(pg40.0 SPACING- 2-0-0 CSI, DEFL. in (loc) Udell Lid PLATES GRIP
(Roof Snow--600) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.2312-14 8999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 083 Vert(TL) -04312-14 >999 180 MT2OHS 148/108
BOLL DO ' Rep Stress Mar YES WB 0.75 Horz(TL) 0.18 10 n/a Na
BCDL 100 Code IRC2009/TPI2007 Matrix-MS Wind(LL) 0.0416-19 >999 380 I Weight 188 lb FT=4%
LUMBER- BRACING-
TOP CHORD 2x6SPE 211MF1.8E TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins,
BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly
applied or 10-0-0 oc bracing.2x4 SPF No.2 WEBS ]Row at midpt 8-14,4-14
SLIDER Left 2x6 SPF No.2 1-11-12,Right 2x6 SPE No.2 1-11-12 MITek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTORS. (Ib/size) 2=2655/0-5-8 (min.0-4-3),10=2655/0-5-8 (min.04-3)
Max Harz 2=282(LC 6)
Max Uplift2=-86(LC 8),10=-86(LC 9)
FORCES. (Ib)•Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown,
TOP CHORD 2-3=1073/35,3-0=-3587/444,4-5-2515/399,5-25=2327/413,6-25=-2255/445,
6-26=-2255/445,7-28=2327/413,7-8=-2515/399,8-9=-3587/444,9-10=-1073/35
BOT CHORD 2-27=-202/2791,16-27=-2022791,15-28=202/2791,15-28=202/2791,14-15=-202/2791,
14-29=-202/2791,13-29=-2022791,12-13=-202/2791,12-30=-202/2791.
10-30=202/2791
WEBS 6-14=-257,1620 8-14=-1277292,8-12=0/433,4-14=-1277/292,4-16=0/433
NOTES-
1)Wind:ASCE 7.05;100mph:TCDL=5.9psf;BCDL=S Upst;h=24ft;Cat.II;Exp B;enclosed;MWFRS 00w-rise)and C-C Exterior(2)
zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=160 plate grip
DOL=1.33
2)TCLL:ASCE 7-05;P0740.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;0=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 bads.
7)'This truss has been designed for a live load of 200psf 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=to,opsf.
8)Protide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb Mg at joint 2 and 86 lb uplift at
joint 10.
9)This truss is designed In accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and
referenced standard ANSI/TIN 1.
•
LOAD CASE(S) Standar
Jobu type Qty I Ply 57 Emerson Way Northampton,MA
170301719 T01A COMMON II 1
Job Reference al)
NNrerW Forest Product,,58315.NC 62.Burlington.NC 0.030 aOd 520161MTbeknNMea Inc Wed Mar 22 0732:37 2017 17 I
ID:CJUYwMGN7U0AGgvzseA7FnzYms4-HEJSXPOtag91e2JRRAMUtgx98eal(IYMbsk9zYTLO
-)rip 9-4-12 18-6-02&A4 37-7d
1R4 9-4-12 9-1-4960 I 9-74 1
6x6 O SW.-1,849
8,60 ni
6
4310-A
227IN 4x100
5
4n.
x6.
6
498..
. 23 14 24 13 12 25 11 io 26 d
0 II
1,543 II 3A0 MT2OHS= 1SxS II 4x6
4x9= 3310 M(20H6=
i
9-4-12 1 16-6-0 28-0-4 37-7-8
9-4-12 9-1-4 964 974
Plate Offsets(X,Y)-- (2:0-0-14,0-0-1L(9:0-0-0,0-0-21
LOADING(ipso SPACING- 20-0 CSI. DEFL In (hoc) Udell Lid PLATES GRIP
TCLL 400 Plate Grip DOL 1,15 TC 063 VerILL -0.2412-14 >999 240 M120 197/144
(Roos Snow--40.0) Lumber DOL 1.15 Sc 0.67 Vert(TL) -04412-14 >999 180 MT2OHS 148/108
TCDL 10.0 Rep Stress'nor YES WB 0.91 Horz(TL) 0.14 9 n/a n/a
BOLL 00 ' Code IRC2009/TPI2007 Matrix-
BCDL 10.0 MS Wntl(LL) 0.0810-21 >999 360 Weight 185 lb FT=4%
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 45-8 oc purlins.
SOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing.
WEBS 2x4 SPF No.2 WEBS 1 Row at mldpt 4-12,8-12
SLIDER Left 2x6 SPF No.21-11-12 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accomance wth Stabtizer
REACTIONS. (lb/size) 2=2692/0-5-8 (min.0-44),9=2574/Mechanical Installation guide.
Max Harz2=294(LC 7)
Max Uplih2=-B6(LC 8),9=-57(LC 9)
FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1078/35,34=-3650/453,4-5=-2578/408,5-22=-2388/422,6-22=-2317/454,
6-7-2317/451,7-8=-2607/404,8-9=-3889/470
ROT CHORD 2-23-231/2842,14-23=231/2842, 14-24=231/2842.13-24=-231/2842,12-13=-231/2842,
12-25=-264/3058,11-25=284/3056,10-11=284/3056,10-26=-264/3056,
9-28=-264/3056
WEBS 4-14=0/434,4-12=-1276/201,6-12=-261/1702,8-12=-1506/323,8-10=0/476
NOTES-
1)
OTES1)Wind:ASCE 7-05;100mph;TCDL=S.Opsf;SCDL=5.0ps1;h=248:Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exlerior(2)
zone;cantilever left and right exposed;C-C for members and forces 8.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 II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been consdered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psi or 2.00 times flat roof load 01400 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 psi bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide
will ti between the bottom chord and any other members,with BCDL=I0.Opsf,
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,9.
10)This truss is designed in accordance with the 2009 International Resldenfial Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job l russ truss Ype Illy Illy -57 Emotion Way Northamplm.MA
170301716 T0IC£ COMMON SUPPORTEOGAR 1 I
Job Reference(optbnep
Universe Forest Pm]ude.5631 S.NC a$Burlington.NC 8N0 eW 52016 Meek lnNchb9 Inc.Wel Mar 22 07113.00 2017 Pa 1
ID:C)UTwMGN7UGAGgvzsgA7fnzyms4-6gCnMGUNkum7aZcHyg71,77API5CvMzgge2NPPR1
-8i l860 37-0-0
1860 185-0 ii
66 C Sona=1:817
8.001Th
13
284 11 14 11
34 11 2x4 II 12 t tI 2x4 II
4x86 11 15 L411
10 460
2x4 II 9 lB
8
I,.. 17 e4 II
2x4 n n
2x4 u 7 GI 14 16 284 d
20
684 II 6 O1 o 4,8 C O7 2x411
P
2x4 II 6 d163'16 21
. 5 ST5 2x4 II
M4-Co
Hre $14 ` 4 22 4x4
312.,x' 1_ ' .. 4
46 II 44 43 42 41 40 39 38 35 35 34 33 32 31 30 29 27 2e 46 II
37 28
6- 36 =
37-0-0
3780
Prate Offsets(X,Y)— (9:0-2-8,Edge),(17:0-2-8,Edge)
TCADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (Ioc) I/den L/d PLATES GRIP
(Root Snow=40.0)LL 40.0
Plate Grip DOL 1.15 111 TC 004 Med(LL) -000 25 n/r 180 MT20 197/144
TCDL 10.0 Lumber DOL 115 BC 0.02 Vert(TL) -0.00 25 n/r 80
BCLL 0.0 ' Rep Stress Ina YES WB 024 Horz(TL) 0.01 24 n/a nla
BCDL 10.0 Code IRC2009/TP12007 Matrix-S Weight:266 lb FT=4%
LUMBER. BRACING.
TOP CHORD 2x6 SPF 2100F 10E TOP CHORD Structural wood sheathing directly applied or 6-0-0 a purlins.
BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0.0a bracing.
OTHERS 2x4 SPF No.2 WEBS T-Brace: 2x4 SPF No.2-13- 12-
SLIDER Left 2x4 SPF No.2 1-11-12,Right 2x4 SPF No.2 1-11-12 14-34, 35, 38,11-38,10-39
ow edge
of
2
Fasten(2%) Tand 1 bracestoSin minedge efdweb with e.
B ace mu's nails, 90 o ofwie len minimum erq distance.
REACTIONS. All bearings 37-0-0. Brace must cover 90%of web length.
(Ib)- Max Horz2=296(LC 7)
Max Uplift All uplift 100 lb Or less atjoint(s)36,38,39,40,41,42,43,33,32,
31,30,29,27,26,24 except 2=122(LC 6),44=-104(LC 7)
Max Gray All reactions 250 lb or less at joint(s)35,40,41,42,43.31,30,29,27
except 2=292(LC 1),38=356(LC 2),38=368(LC 2),39=301(LC 2),44=263(LC 2),
34=356(LC 3),33=368(LC 3),32=301(LC 3),26=263(LC 3),24=292(LC I)
FORCES. (Ib)-Max,Comp.Rvlax,Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-320/202,3-0=-304/205,11-12=-147/274,12-13=-145/300,13-14=-145/300,
14-15=147/274
WEBS 12-36=-318137,11-38=328/100,10-39=-261187,14-34=-316/25,15-33=-328/100,
16-32=261187
NOTES-
1)W nd ASCE 7-05;100mph,TCDL=5.0pst BCDL=5.0psp 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) 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-40A psf(bat 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 mol live load of 18.0 peer 2.00 times flat roof load of 40.0 psf on overhangs
non-concurrent with other Jive loads.
6)All plates are 1.5x3 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 1D.0 psf bottom chord live load nonconcurrent with any other live loads.
10)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will fd between the bottom chord and any other members.
11)Provide mechanical connection(by others)of truss to bearing plate capable of wnflstanding 100 lb uplift atjoint(s)36,38,39,40.
41,4Z 43,33,32,31,30,29,27,26,24 except I)thb)2=122,44=104.
12)This truss is designed in accordance with the 2009 International Residential Code sectors R502.11.1 and R802.10.2 and
referenced standard ANSIRPI 1.
Continued on page 2
i
Job I Was Truss l ype ay Ply 57 Emerson Way Northampton.MA
1703017% TOIGE COMMON SUPPORTED GAB 1 1
Universa Forest Produce. 0315.NC 82,Buri Job ROU enc
5201 (00%14ryMm NCPe 2
IO Cfl wMGN]UOAGpvasgA7fnuvmsd-eam9ams2ad eorrILMaV Awp?KKKIECUP8lbmzl➢TL0
NOTES-
13)Warning:Additional permanent and stability bracing for Miss system not part of this component design)is always required.
LOAD CASE(S) Standard
Job rrvs9 Truss S Oly� Ply 57 Emerson WayNWurtpIm.MA
1]0309.18 1mgGE CpAMd/SVPPOiTEO GAB 1 1
Job Reference 1 (MrekI
Universal Forest products.58315.NCa$,Burtnpbn.NC e.VAaW SA9k1Apy jr MtopInc WedSha rGuMUnYiaDxgn Pace 1
t4t0 18GO 10'.LjUYwMGN]UOAGgvtegA 3lmzYme4-9k1ApyGjryMto2p11AOBM1eerCf+MUnMnIp+O^PZYiL6
78
66� I 19.18
836 Co Scale=1615
8.0011- 13
24411 •411
2v4 II 2x4 II 12 14 224 II
4x8 i KJ II IS 249 ya9�
6
2x4 II 9 6
6 og 17 s
4 11 zx4 11
. i
24 II ] I a� 19 234 B
2x4 n 6 el e' II ` I I B0 2x4 u
I21 X411
y1
1 I
J � i
91 L.—____ AIL Id
446 II 42 41 40 33 38 37 36 34 33 32 31 30 29 28 27 25 24 4x6=
% 26
3x6= 3x8=
I37-]e
3748
Plate Offsets(X,Y)- 19:0-28,Edge],116:0-0-0,0.2-121.(16:0-4-0,0-4-41,[17:0-2-2,0-0-01.123:0-0-0,0-0-6]
LOALOADING(ps400 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
(Root Snow-40.0) Plate Grip DOL 1.15 TC 0.04 Verl(LL) -0.00 1 nlr 183 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 I rift 80
BOLL 0.0 ' Rep Stress lncr YES WB 0.24 Horz(TL) 001 23 n/a n/a
BCDL 10.0 Code 1RC2009/1142007 Matrix-S Weight:265 lb FT=4%
LUMBER- BRACING-
TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF 2100E 1.BE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No2'Except* WEBS T-Brace: 2x4 SPF No 2-13-33.12-34,11-36,10-37
07:2x6 SPE 2100F 1.8E ,14-32,15-31,17-30
SLIDER Left 2x4 SPF No.21-11-12 Fasten(2X) T and I braces to narrow edge of web with lad
(0.1311x3")nets,bin o.c.,wth Sin minimum end distance.
Brace must cover 90%of web length.
REACTIONS. All bearings 37-7-8.
(Ib)- Max Horz2=290(LC 7)
Max Uplift All uplift 100 lb or less at joint(s)34,36,37,38,39.40,41,31,30,
29,28,27,25,24,23 except 2=-121(LC 6),42=-103(LC 7)
Max Gray All reactions 250 lb or less at joint(s)33,38,39,40.41,29,28,27,
25,23 except 2=290(LC 2).34=355(LC 2),36=362(LC 2),37=284(LC 2),
42=264(LC I),32=356(LC 3),31=374(LC 3),30=301(LC 3),24=375(LC 3)
FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 23=320/201,3-4=304/204,11-12=-144/272,12-13=-143/298,13-14=-142298,
14-15=-143/272
WEBS 12-34=-315/37,11-36=-322/99,14-32=-316/25,15-31=-334/101,17-30=-261/88,
22-24=-307/136
NOTES-
I)Wind:ASCE 7-05;100mph;TCDL=S Opsf;BCDL=5.Opst 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=133
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 load of 15.0 psf or 2.00 times fiat roof load of 40.0 psi on overhangs
non-concurrent with other live loads.
6)All plates are 1.543 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 load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)34.36,37,38.
39,40,41,31,30,29.28,27,25,24,23 except(jt=b)2=121,42=103.
12)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.
Continued on page 2
Job 1 Fuss Truss Type Qty Ply 57 Emerson Way Nahampcm,MA
170301718 IMAGE COMMON SUPPORTED GAB 1 t
Job Ref erence(opllwla)
Universal Forest Products,5631 S.NC 62.B'slnp'cn,NC 8020 a Oct 52016 Mirak lnMaNu,Inc.Wed Mar 22 071215 2017 Pape 2
ID:C)UYwMGNlUOAGgvzsgA]fmzYmsLesbYOIGMCUkOCOUk51w7vA006jWBMMEJSZVTLe
NOSES-
13)Warning:Additional permanent and stability bracing for truss system(not part al this component design)is always required.
LOAD CASE(S) Standard
Job I russ truss Type UN Hy 57 Emerson Way NoNumptm,MA
170301718 T02GE Common Supported Gable 1 1
Job Reference(optiona0
Universal Fort¢I Proiupe,5N15.NG SA Bugn9mn,NC Mc Wed Mar 7/07:1318 2017 Page 1
10 CjLMwMGN7UOAGgvzsgA7fmzYYms4a7lb8Gvb0G9DHLx3Lk6Lm5t3Rfox(11]ked1%gHzyTKI
I1-0-01 7-0J 152-8 162
ILO7-7-4 774 1180
666 J Scale=1482
6
, j81.118 7 22
5
IoW nit
zl z a
4 8
8.
3 e
10
�I ry
e . . . . . . . _ . . . . . . _ . . . . .
20 19 18 17 16 15 19 13 12
1.59 II 15x3 II 1.563 II 15¢3 II 1.563 II 15x1 II 1 S%f 11
15-2-8
1528
LOADING(psi) SPACING- 2-0-0 CSI. DEFL In (Loc) Vdef Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 115 TC 0.12 Vert(LL) -0.01 11 Nr 180 MT20 197/144
(Roof Snov<40.0) Lumber DOL 1.15 BC 0.05 Vert(TL) -0.01 11 n/r BO
BOLL 10.0 '0.0
Rep Stress her YES W8 0.18 Horz(T ) 0.00 12 ole n/a
BCDL 10D Code IRC2009/TPI2007 Matrix-R Weight,91 lb FT=4%
LUMBER- BRACING.
TOP CHORD 2x6SPF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF No.2 except end verticals.
WEBS 2x4 SPF No.2 ROT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x6 SPF No.2 2-0-15,Right 2x6 SPF No.22-0-15 be installed during truss erection,in accordance with Stabilizer
REACTIONS. All bearings 15-2.8. Installation guide.
(Ib)- Max Horz20=141(LC 7)
Max Uplift All uplift 100 lb or less atloint(s)12,17,18,19,15.14,13 except 20=-109(LC 8)
Max Gray All reactions 250 lb or less at joint(s)16,19,13 except 20=285(LC 12).12=285(LC 127 17=314(LC 2),
18=257(LC 2),15=314(LC 3),14=257(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-20=-272/98,10-12-272/82
WEBS 5-17=-274037.15=-27403
NOTES-
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsp BCDL=5.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Extedor(2)
zone;cantilever left and right exposed:GC for members and forces 6 MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=133
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 ANSUTPI 1.
3)TCLL:ASCE 7-05;Pf=40.0 psf(gat 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 mM 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 2x4 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 0G.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 2-0-0 wide
will lit 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 foinl(s)12,17,18,19,
15,14,13 except Qt=16)20=109.
13)This 0uss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.102 and
referenced standard ANSI/IFI 1.
LOAD CASE(S) Standard
I fuss PussIYPo 07y 4 HrtsaesrWra NWI+xIWn,MA
170301710 0,03.50,E COMMON GIRDER I 3 Job RelaMSe(optional)
Oniversal Mal Products,6631 NC 52,1u nglon, 1' " e0: W 52018 War Wispy ire.WeciAreb 143: ban Pao1
IO:CpfiwM0NRpAG9vz5gA7hreYmK-A1Vey6 kataP6e oi4hkOjewEJowYDYP12iZzYStrE
1� S)12 11-0-0 1644 22U0 240-0
L <-0 66-4 5-7-121
66-6 V- Scale 61:66.0
4
1.56311 1 1.56111
Only One ply studded
DO Wfa stall bat�M �1n fel
5x3 II
15x3 II $z ) \35 55x6 Cr ty3 II
J 5
LW II t
/ Y uI. -�a 16x3 II
1
ell
2 Ma *� .. i� lir
�����„fn�
iiii
'YII II 4 11 .. . II • 11
21 20 a 41 42 A3 4a K .1e..„ , are ib. :.s,.0 4x
13 12 HUS26 MIS28 1.0626 4x10 II
HUS26 9re II HU526 10x12= HI732611 OP 47 6 42
10612=
HUS26 HUS26 HUS26 fIU526
1I-0-0 15-041 1844q 22-0-0
I 5.7-12 I 5-4-4 L 4U8 1-3-12 5-7-12 .___1
Plate Offsets(X,Y)- 12:0-0-4x0-0-31, 2:0-3-50-7, 2:E•-•e 0-5.7 66D-70-3.5, 60.0.30-02 12:66-008-0 13:082,0.2-0j ,,,,-,
LOADING(peOL t)0.13 SPACING- 2-0-0 CSI. DEFL in (Ix) Vdefl l/d PLATES GRIP
(RL Snow-40.0) Plate Grip DOL 1,15 TC 030 Vert(LL) -0.1012-13 >909 240 MT20 197/144
TCDL 1.9-0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.161213 >999 180
BCLL 0.0 ' Rep Stress leer NO WB 0,57 Horz(TL) 0.02 i1 nta Na
BCDL 10.0 Code IRC2009/IPI2007 Matrix-MS Wind(LL) 00212-13 >999 360 Weight:545 lb FT=4%
LUMBER- 8 ClNG-
TOP CHORD 2x8 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 8-04 oc purlins.
BOT CHORD 1x5 SP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braang, Except:
WEBS 2x4 SPE No. 10-0-0 oc bracing:S-13,12-13.
OTHERS 2x4 SPF No.2
WEDGE
Left 2x10 SP 2400F 2.0E,Right 2x4 SPF Not
REACTIONS. All bearings 7-3-0 except OFleAgth)2=0.5-8.
(Ib)- Max Harz 2--209(LC 12)
Max Uplift All uplift 100 lb cd less at joint(S)8,9 except 2=-278(LC 7).
10--165(LC 8),11=-155(LC 7),8=129(LC 8)
Max Gray All reactions 250 lb or less atloint(s)except 2=9653(LC 2),10-=4730(LC
1),6=535(LC 3).11=8?79(LC 11,11=07795-C 1),9=2711(LC 2),8 4025(LC 1)
FORGES. (Ib)-Max,Comp./Max.Ten.-All forces 250(ID)or less except when shown.
TOP CHORD 2-3c-10299/298.3-37=-4917/208,4-370A799230,4-38e-4799229,5-38=.4975/198.
5,6=-38/526
SOT CHORD 2-39e-276/7713,39-40=-276/7713,13.40=-2760713,13-41=-276/7713,4142=-275/'7713,
42.43=-27617713,12-43=-276/(713,12-44=-343/87.4445=343/87.1125--343/87,
11-46=-343/87.t0-46--343/87,0-10-34387.9-47=-343/57,8-47-e-343/B7,
8-48 -343/87,6-48,..,343/87
WEBS 4-12=-206/5562,5-12=-165/5629.5-10=-7730/232,3-12=-5676/267,3-13=-145/6982
NOTES-
1)3-ply truss to be connected together with 1Od(0.131"x3")nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9.0 oc.
Bottom chords connected as follows:2x8-3 rows staggered at 0-4-0 et,
Webs connected as follows:2x4-1 row at 0.63 oc,Except member 5.10 2x4-1 row at 0.4.0 cc,member 3-13 2x4-1 row at 0-4-0
0c.
2)All loads are considered equally applied to all piles,except if noted as front(F)or back(0)face in the LOAD CASE(S)section.Ply to
ply sens have been provided to distribute only bads noted as(F)W(B),unless em pMse indicated.
Wind:
ASCE 7-05;100mph;TCDL=S.OpsrBCDL=5.0p5[h=241t;Cal. I;Exp B;enclosed;?MFRS(low-rise):cantilever left and
right exposed;Lumber DOL=1.80 plate grip DOL=1 93
4) Truss designed for wind loads thMe plane of the truss only. For studs exposed to wind(normal to the(era),see Standard industry
Gable End Details as applicable.,or consult quashed building designer as per ANSI/TPI I.
5)TOLL:ASCE 7-OS; 0 psi(flat roof snow);Category II;Exp B;Partially Exp.;C1=1,1
6)Unbalanced snow loadsoads have been considered for Nis design,
7)This truss has been designed orWmin roof hra cad 06180 Fst or 2.00 tares slat roof load of 400 Aston ovarnannon-concurrentl
non
-concurrent with other live loads,
9)All plates are 3x6 MT20 unless otherwise indicated.
9)Gable studs spaced at 2-6000,
Continued on page 2
Job Truss Truss rye Vly RID ST Emerson way Northampton,MA
17030GIB GO3ZGE COMMONCAROER 1 3 Job Reference foplana)
OlwmeN FonO Products,5831 S.NC 52,audino1a,.NC 8.030 s Od 52015 weir Inuslhes lift Wed Mar2220143A3201?Page1
IOCJUYwMGN]UCIAGgvtsgA7ImzYms4-eE3WA52ML2SGkpypMOJEllyuyeatXNoMmacbE'hY8uE
NOTES-
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11)'This truss has been designed for a live load of 20Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 8t between the bottom chord and
any other members.
12)Provide mechanical connection(by others)of truss to bearing plate capable of wlulstanding 100 lb uplift at joint(s)6.9 except U1=lb)2=278.10=185.11=155.8=129.
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?PI 1.
14)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0.0 oc max.starting at 2-0-0 from the lett end to 20-0-0 to connect truss(es)
TO1A(1 ply 2x4 SPF)to back face of bottom chord.
15)Fill all nail holes where hanger is in contact with lumber.
16)Studding applied to ply:l(Front)
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(pro
Vert:1-0=100,4-0=100,31-34=-20
Concentrated Loads(Ib)
Vet.39=2554(9)40=-2554(B)41=-2554(8)42=-2554(B)43=-2554(B)44=-2554(B)45=-2554(B)46=2554(8)47=-2554(B)48=-2554(8)
Job Truss -MPS type Uty Pty 57 Emerson Way Northern/gen.MA
170301718 Wf Wiley 1 1
Job Reference(optional)
universe Forest Products.56316.NC 62,BUNngtml,NC 8 030s Ott 52015 Mnex Industries.Inc.Wad Mar2207:14492017 PWe1
ID:Cjt1YwMGN7VOAG9vzsgArlmiYms40el?EY0111EEIILOZALHhyHsYM1g5FA671 HZNNzYTJN
10-3-5 204.10
1 10.3.5 103-5
4x4 A Sole=452.6
4
10.00 1z 14 15
3
r 1
6
r
3x4.. .13 12 II 10 9 0
3x4 P.
3x4=
20-6-10
20-6-5 I
LOADING(p6q SPACING. 2-0-0 CSI. DEFL. in ((cc) Alert Lid PLATES GRIP
TCLL 40.6 Plate Grip DOL 1.15 TO 0.35 Vert(LL) n/a - Na 999 MT20 197/144
(Roof Snowr-00.0) Lumber DOL 1.15 BC 0.18 Vert(TL) n/a • n/a 999
TCDL 100 Rep Stress lncr YES WB 0.21 Horz(TL) 0.00 7 n/a n/a
BCLL O.0 ' Code IRC200WTPI2007 Matrix-S Weight:76 lb FT=4%
BCDL 10.09
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 10-0-0oc bracing.
OTHERS 2x4 SPE No.2 WEBS 1 Row at midpt 4-11
Muek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 20-6-0.
(Ib)• Max Hon 1=189(LC 6)
Max Uplift All uplift 100 lb or less at joint(s)1,7,13,B except 12=-113(LC 8),10=-113(LC 9)
Max Gray All reactions 250 lb or less at joint(s)1,7 except 11=518(LC 1),12=673(LC 2),13=385(LC 1),
10=673(LC 3),6=385(LC 1)
FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-14=254/143,5-15=254/143
WEBS 4-11=-259/0,3-12=-513/221,2-13=-331/169,5.10=-513/221,6-8=-331/189
NOTES-
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=S 0psl;11=24ft;Cat.I1;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)
zone;cantilever left and right exposed;C-C for members and forces Si MWFRS for reactions shown;Lumber DOL=180 plate grip
DOL=133
2)TCLL:ASCE 7-05;Pf=40 0 psi(flat roof snow);Category II;Exp 8;Partially Exp.;CP1.1
3)Unbalanced snow loads have been considered for this design.
4)All plates are 1.543 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconwnent with any other live loads.
7)'This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 38-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7,13.8 except
Qt=lb)12=113,10=113.
9)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.
LOAD CASE(S) Standard
Job Truss (cuss I Yee ety Ply 57 Emerwn Way Northampton,MA
17030171e v02 valor I 1
Job RMerenCe(Optional)
Univers=Forest ProduW,5631 S.NC 62.BWiylm,NO 8030 s Oct 52016 Flask InSNeafIx Wed Mat 22074N52017 Pee t
IpCJUTwMGN7UOAG9vzsgA7rn2Tms4-Xs2UPAzAe?7sD15O
mwbRzrekSKJNh'nlbeEkzfgfJO
8-8-2 17-4-3
8-8-2I I 8-8-2
4x4 N Scale=1;47.0
3
10.W12
siiN.
vSaA aO iII
r1. 5
i ._______. _______._____.______L_- �_. i
3x4* 912 a 7 613 3x4.c.-
1.5=3
1.5=3 II I.5x3 II 3"4=
1.5:1 II
17-43
17-3-14 I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL n ( Ildefl Ud PLATES GRIP
TCLL 40.0 Plate GripVOL 1.15 TC 0.41 Vert(LL) n/a - n/a 999 MT20 197/144
(Roel Snow-40.0) Lumber OL 1.15 BC 017 Ved L n/a • n/a 999
BCOLL 10.0 •0.0 Rep Stress Ina YES WB 0.18 Horz(TL) 0.00 5 n/a n/a
BCDL 100 Code IRC2009/TPI2007 Matrix-P Weight:59 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 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,In accordance with Stabilizer
REACTIONS. All bearings 17-3-10. Installation guide.
(Ib)• Max Horz 1=158(LC 7)
Max Uplift All uplift 100 lb or less at joint(s)1 except 9=-132(LC 8),6=-132(LO 9)
Max Gray All reactions 250 lb or less atjoint(s)1,5 except 8=470(LC 1),9=719(LC 2),6=719(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 2-9=-562/263,4-6=582/263
NOTES-
I)Wind:ASCE 7-05;100mph;TCDL=5.0psf,BCDL=5,0psf;h=24X;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 f0r reactions shown;Lumber DOL=1.60 plate grip
DOL=1.33
2)TCLL:ASCE 7-05;Pf40.0 psf(flat roof snow);Category II;Exp a;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 lead 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.Opsl
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)1 except fjt=lb)
9=132,6=132.
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.
LOAD CASE(S) Standard
Job truss Huss l ype Uty Ply Sl Emerson Way Nallumplon,MA
170301719 w3 valet I 1
Job Reference(optional)
Universa Forest Produds.5831 S.NC 82.9uninglon,NC 8.030 s Oct 52116 Wok IMuablei Inc.Wed Mar 22 07 14/12017 Pepe 1
I D:CIUYwINGN7UGAGgvz5cA7fmzYms4i5p22gMmcRk6n0i19pdbp8a78YNa VyC1 d Q5U V TJS
74314 14i-13
7-0-14 lou
4x4 o Scale
3
jr9
1 1.43 II
5
3x4 ii 8 7 6 3x40
1.5x3 II 134 II 1.54 II
0¢5 14-1-13
14-1-8
LOADING(p560 0 SPACING- 2-0-0 CSI. DEFL in Hoc) I/den Ud PLATES GRIP
TCLL(Roof Snow=-40.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) 1Va - n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) n/a • n/a 999
BOLL 0,0 ' Rep Stress Inc, YES WB 0.13 Horz(TL) 0.00 5 n/a Va
BCDL 10.0 Code IRC2009/TF12007 Matrix-P Weight:47 lb FT=4%
LUMBER- BRACING-
TOP
RACINGT0P CH0RD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
B0T CH0RD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTORS. All bearings 14-1-3.
(Ib)- Max Horz 1=128(LC 6)
Max Uplift All uplift 100 lb or less atjoint(s)1,5 except 8=.l13(LC 8),6=-113(LO 9)
Max Gray All reactions 250 lb or less at loint(s)1,5 except 7=320(LC 1),8=534(LC 2),6=534(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-Allforces 250(Ib)or less except when shown.
WEBS 2-8=460/227,46=-060/227
NOTES-
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.0pst,h=24fl;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=400 psf(Bal root snow);Category II;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 nonconcunent 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 36-0 tall by 2-0-0 wide
will tit between the bottom chord and any other members.
7)Provide mechanical connector(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,5 except gt=Ib)
8=113,6=113.
B)This truss Is designed In accordance with the 2009 International Residential Code sections R502.11.1 and 8802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Miss 1 Nes Type Qty My 57 Emerson Way NoWmgm.MA
170301716 974 Valley 1 1
Job Reference(optional)
universal Forest Products 56315.NC 62,B&Iingtn.NC 6030a W 52015 Meek rndusAe,Int Wed M&22 0]'1439201?Page I
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LOADING(p5600 SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP
TOLL(Root Snow=40.0) Plate Grip DOL 1.15 TC 077 Verl(LL) n/a - n/a 999 M120 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(TL) n/a - n/a 999
BOLL 00 ' Rep Stress lncr YES WB 0.12 Horz(TL) 0.00 3 n/a n/a
SCOL 10.0 Code IRC2009/TPI2007 Matrix-P Weight 32 lb FT=4%
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 8.0-0 oc purlins.
B0T CH0RD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-O oc bracing.
OTHERS 2x4 SPF No.2 MiTek recommendsthat Stabilizers and required cross bracing
be installed during truss erection,In accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=359/10-10-13 (min.0-1-15),3=359/10-10-13 (min.0-1-15),4=499/10-10-13 (min.0-1.15)
Max Harz 1—97(LC 6)
Max Uplifl1=27(LC 9),3=-35(LC 9)
FORCES. (Ib).Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 2-4=-373/75
NOTES
1)Wmd:ASCE 7-05;100mph;TCDL=5 0psf BCDL=5.Opsf;h=249;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exlenor(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 psf(sat roof snow);Category II;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 far 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.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atloint(s)1,3.
0)This buss Is designed In accordance with the 2009 International Residential Code sections R502.11.1 and R002.10.2 and
referenced standard ANSI?PI 1.
LOAD CASE(S) Standard
Job truss I russ Type ley Ply 57 Emerson Way Northampton,MA
17030171b VOs Valley 1 I
Job Reference(optional)
UNxWsal Forest Products,56015.NC 82 Burnton,NC 8030 s Oct 52016 WO Mathes,Ism.Wed Mv}207:14342017P 1
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TCLL(Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.33 Med(LL) n/a - nth 999 MT20 197/144
(Roof
Lumber OCT 1.15 BC 0.10 Ver(TL) n/a • n/a 999
TCOLBCLL DD ' Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code IRC2009TP12007 Matlx-P Weight:22 lb FT=4%
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pu0ins.
BOT CHORD 2x4 SPF Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2 MTek recommends that Stabilizers and required voss bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS. (lb/size) 1=246/7-8-6 (min.0-1-8,3=246/7-8-8 (min.04-e),4=342/]-8-6 (min.0-1-8) Installation guide.
Max Hoa 1=68(LC 6)
Max UpIiPo=-19(LC 9),3=-24(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-AN forces 250(lb)or less except when shown.
WEBS 2-4=-255/55
NOTES-
1)Wind:ASCE 7-05;100mph;TCDL=5.0psf,BCDL=5.0psJ,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=1.80 plate grip
DOL=1.33
2)TCLL:ASCE 7-05;Pf 40.0 psf(fiat roof snow);Category II;EV B;Partially Exp.;Cr1.1
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
5)This tams has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This buss 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 atjolnt(s)1,3.
8)This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and
referenced standard ANSUTPI 1.
LOAD CASE(S) Standard
Job I Nes 1 Nes type Uly Ply 52 Emerson Way Northampton,MA
17030171a Ve8 Vegey 1 1
Jog Reference(optional)
universal Forest Produs,,5631 S.NO 62,button,NC a030$M 52016 WO IMUNIea.IF, Wed Mar g 07.14312017 Page I
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LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP
TOLL 40.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) n/a - nth 999 MT20 197/144
(Roof Snow=40.0) Lumber DOL 1.15 BC 0.14 Vert(TL) n/a • nla 999
TCOL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCLL 0O ' Code IRC2009iTP12007 Matrix-P Weight:11 lb FT=4%
BCDL 10.0
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 ocpudlns.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling dlreciy applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=225/4-6-0 (min.0-1-8),3=225/4-6-0 (min.0-1-8)
Max Harz 1=36(LC 6)
Max UpliPo=4(LC 8),3=4(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
I)
OTESI)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.0psf;h=2411;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=4O0 psf(flat roof snow);Category 11;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.
8)'This truss has been designed for a live load of 20.Opsi 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)oint(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.
LOAD CASE(S) Standard
QTity of Aloe II-amp-inn
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DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building
Northampton, MA 01060
INSPECTOR
Russel B Jopson Jr. April 5, 2017
12 Doogwood Lane
Belchertown, MA 01007
Subject Location: 66 Emerson Way
Map Block: 36-401
Mr.Jopson,
Your building permit application with plans dated 6-6-2016 has been approved as drawn and per this memo.
All work must meet applicable codes whether 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;
1. The left side of the garage front wall requires a braced wall solution per R601.10.3.3
._ _. . . .. 2. Thelaundry exhaust willrequire signage per M504.6.5_. ... _... . ._.... _.. _ ..- __
3. The bedroom to the right of the laundry requires a smoke detector.
4. Structural design is based on RK Miles plans dated 3-21-17.
5. Basement footings are requires to be sized for the applied loading with the assumption of a soil
bearing capacity of 2000 lbs per SOFT.
6. Smoke, Heat and CO detectors throughout the structure to current building codes.
7. An emergency escape window is required within every bedroom, basement and walk-in attic.
8. An air barrier is required between the tub and the wall cavity and at all band joist.
9. If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and
interior skins.Typically the sheathing and drywall.
Note:The 2015 IECC and 2015 Stretch Code began January 2, 2017.The 9th Edition Building Code is
awaiting final approvals and anticipated with a six month concurrency.
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.cvberregs.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 2018IECC,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''/2" 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 1/3rd780 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-provided4he. . --•- .. .. . -
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'S"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, OH 3.3 sqft min window size, Casement 20"x41"exception 5 sqft
at 1"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 734"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 8A.", 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'''4" 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 A" 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 ornotchingofmore than-50%ofthewall-plate-width of an exterior wall or load bearingpartition --- -
requires a 16 GA 1'/:"strap across the area and 6" beyond each side with 8- lOnd 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 90°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'''A"
drywall on the garage side of the separation wall and if there is a finished space above the garage all
walls must have'A"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 air tight 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
. _.. _. .. afinished-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,except we close for walk-ins at 12:00 noon on Wednesdays. My email
address is: cmiller(a�northamptonma.gov
Thank you for your cooperation on these matters.
Chuck Miller
City of Northampton
Assistant Commissioner and Zoning Enforcement