30B-034 (5) BP-2023-0331
247 RIVERSIDE DR COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot:
30B-034-001 CITY OF NORTHAMPTON
Permit: Acc Structure
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
BUILDING PERMIT
Permit# BP-2023-0331 PERMISSION IS HEREBY GRANTED TO:
Project# NEW GRAGE Contractor: License:
Est. Cost: 50000 105989
Const.Class: Exp.Date: 05/07/2024
Use Group: Owner: K DACRI DANIEL
Lot Size (sq.ft.)
Zoning: URB Applicant: DANIEL DACRI
Applicant Address Phone: Insurance:
247 RIVERSIDE DR (617)543-2843 R2WC357035
FLORENCE, MA 01062
ISSUED ON: 03/16/2023
TO PERFORM THE FOLLOWING WORK:
NEW DETACHED 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:
Final: Final: Final: Rough Frame:
Gas: Fire Department Driveway Final: Fireplace/Chimney:
Rough: Oil: Insulation:
Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Signature:
Fees Paid: $188.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Office of the Building Commissioner
Z—ak
File #BP-2023-0331
APPLICANT/CONTACT PERSON:DANIEL DACRI
247 RIVERSIDE DR FLORENCE, MA 01062(617)543-2843
PROPERTY LOCATION 247 RIVERSIDE DR
MAP:LOT 30B-034-001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Building Permit Filled out
Fee Paid $188.00
Type of Construction: NEW DETACHED GARAGE
New Construction
Non Structural Renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON NU/6 To R,O V E
INFORMATION PRESENTED:
Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§ FRO} Not Sic g�l j '()
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan --- I
�3
ZONING BOARD PERMIT REQUIRED UNDER: § D
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
Demolition Delay
i (p/Signa re of Building Official le 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.
The Commonwealth of Massachusetts BAR 1 5
'0,J Board of Building Regulations and Standards 20FOR
Massachusetts State Building Code, 780 CMR CIPALITY
USE
Building Permit Application To Construct, Repair,Renovate Or Demolish .Revised Mar 2011
One-or Two-Family Dwelling
This Section For Official Use Only
Building Permit Number: 46n 03 .3- 33/ Date Applied:
Building Official(Print Name) Signature Date
SECTION 1: SITE INFORMATION
1.1 Property Address: 1.2 Assessors Ma & Parcel Numbers
a y — C 'i-v51 'D c �O 6 -0 3q '001
1.1 a Is this an accepted street?yes Z- no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
l? WO0
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
ab 1-i3 y /- - `I 5
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage DisposalDi System:
Public CV Private❑ Zone: Outside Flood Zone? Municipal E On site disposal system 0
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
7. Owner'of-Record:1
��1Q\ Jac f) F/ 0 C1L) / /o
Name(Print) , City,State,ZIP /
y� V�51 � 6/� —Sy 3 S�Ll3 J d 1
� � q� 4cr� �J�Mcr� ,C6M
No.and Street Telephone Email Ad ess
SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply)
New Construction DI Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0
Demolition 0 Accessory Bldg. Cl Number of Units Other 0 Specify:
Brief Description of Proposed Work2: '15(J 1 J IL-C_L./ -t-q Ltd 301 ra8-c_.
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1. Building $ yR) 0 O b 1. Building Permit Fee: $ Indicate how fee is determined:
2. Electrical $ J 000 0 Standard City/Town Application Fee
0 Total Project Costa(Item 6)x multiplier x
3. Plumbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5. Mechanical (Fire $
Suppression) Total All Fee�j•$ q
—� Check No.�.�,D` Check ount: 1 5 a Cash Amount:
6.Total Project Cost: $ 5 / 0 Paid in Full ❑ t'.•.'• :alance Due:
W
City of Northampton
o.tHAM
?.„, ti; es..» .5 C
/ Massachusetts �+.-- ,,..
`;. DEPARTMENT OF BUILDING INSPECTIONS g
. ( 212 Main Street • Municipal Building yJ Cam
Northampton, MA 01060 jfrin-,- 6;N4.
PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR NEW
1 & 2 FAMILY DWELLING, ADDITIONS, POOLS, DECKS, ACCESSORY STRUCTURES,
FENCES, GROUND MOUNTED SOLAR, ETC.
I. Building Permit Application signed by legal owner and filled out by owny/#or authorized agent.
2. One set of plans and speci ' ations of proposed work. (Digital and ha copy)
3. Site plan with location of prop ed structure(s) and set backs.
4. Construction Debris Affidavit filled out and signed by applicant.,
5. Worker's Compensation Insurance Affidavit filled out and signed by applicant.
6. Contractors must supply a copy of CS License, HIC Registration and proof of Liability Insurance.
7. Energy Conservation Compliance Certificate (new/ replacement windows).
8. Home Owner's License Exemption Form filled ut nd signed by Homeowner (if applicable).
9. Note any Conservation and/or special permit r irements (if applicable). 10.
Driveway Permit (if applicable).
11. Proof of Water and Sewer entry fees paid (if applicable).
12. Trench Permit - public land by DPW 'private land by Building Dept.
13. Stretch Energy Code - all new co struction will require a HERS Rater Affidavit to be submitted with permit
application before issuance of per it.
14. Please provide the approprate fee in the form of a check made sayable to: The City of Northampton.
SECTION 5: CONSTRUCTION SERVICES /
5.1 Construction Supervisor License(CSL) /05 9R� S/ �/a 3
-c7kyaq,C r) License Number Expiration Date
Name of CSL Holder
CI V n A�� ' / List CSL Type(see below) (�
No.and Street J "r I/ ( Type Description
V" 0 0U Unrestricted(Buildings up to 35,000 cu.R.)�3 �� R Restricted 1&2 Family Dwelling
City/Town, State,ZIP M Masonry
RC Roofing Covering
WS Window and Siding
��3 � )� SF Solid Fuel Burning Appliances
d `1 I Insulation
Telephone Email address D Demolition
5 Regis d Home Improvement Contractor(HIC) l 6�9c q /F
a I
a� �G O HIC Registration Number xpiration Date
HIC Company Name or HIC Registrant Name
No.and Street Email address
City/Town,State,ZIP Telephone
SECTION 6: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 Issuanc f the building permit.
Signed Affidavit Attached? Yes No .0
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize
to act on my behalf,in all matters relative to work authorized by this building permit application.
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION
By ent• •• • name •• , hereby attest under the pains and penalties of perjury that all of the information
co .fined in s .splication is ue and accurate to the best of my knowledge and understanding.
3 /3 23
'r. i wner's or Authorized Agent's Name(Electronic Signature) ate
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at
www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq. ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
CITY OF NORTHAMPTON
SETBACK PLAN
MAP: LOT:
LOT SIZE: r a. 9 A
(jec _
REAR LOT DIMENSION:
REAR YARD /
U
q� 'per--
SIDE YARD SIDE YARD
S I^,
D
D �
6) 3
FRONT SETBACK
FRONTAGE
n/0 DAD a v
,,gT-r4 lc
of Northampton
chh Massachusetts AfPSs ./ s'' e
N
„� DEPARTMENT OF BUILDING INSPECTIONS ; js
212 Main Street • Municipal Building s` .
Northampton, MA 01060 , {i0
CONSTRUCTION DEBRIS AFFIDAVIT
(FOR ALL DEMOLITION AND RENOVATION PROJECTS)
In accordance of the provisions of MGL c 40, S54, a condition of Building Permit
Number is that all debris resulting from this work shall be disposed of in a
properly licensed waste disposal facility, as defined by MGL c 111, S 150A.
The debris will be disposed of in:
I
Location of Facility: Vct )ki (Le___X_Vd11)
The debris will be transported by:
Name of Hauler: ..17--)---___ ,v, d siDo
Signature of Applicant: _______-____ Date: )/S/R-3
'.1- \,
___..__ The Commonwealth of Massachusetts
"L� tit Department of Industrial Accidents
to l 1 Congress Street,Suite 100
�._im
Boston,MA 02114-2017
,t w��:,:. ww massgov/dia
Workers'Compensation insurance Affidavit:Buiiden/ContractorsJEketricitniurPlumbers.
TORE FILED WITH TIDE PERMITTING A1r rllo1u I%'.
Annikaat Information Please Print Leeibly
Nature(Business ): ka� .C`f
Address: a-y �)r,t-era)G�-L� ,D(
City/State/Zip: Ob re c /04 0)0 62 Phone ii: 6/ -5'Y 3 - VS
Are!at art sarpiayee?!list the W' Type of 9,mject(required):
I.D I am a employes with_ employees Mall ard/orpart-rime)• 7. ia-New construction
20 I am a Nile pmprnHuroe potnds'.sii paid law no ensphwyeeo working for one w 8. Q Riemodeling
any caprrcny.(No workers"primp_toAMros tMltnerd.) ((''''''}}
30 lam a humicummer all work mysoaten'L pwoaten'comp.imurance repined.]" g �1 Demolition
4.C3 tam a hunrwm t and will b e hiring snsaraesass b enndtrst all murk um my pruperty_ I will 10 Q Building addition
m
ensure that all cteusraeears either have writers'co peaurtiuin Moamar tot are oak I I.I Electrical repairs or additions
prognictonk web so soydoyetor.
12.0 Plumbing repairs or additions
5 a sitndal oosrtraaaoe and I love bind the nub-ccnntraeMars hued on doe attadte f sheet
These sulacoMtaefoes bane employees sod have woeker ewnp-nosuraree_• 13 Roof repairs
6.0 We sue a e�orpoestiooad its officers bowexenrpeul their right of exemption per%IVt_c_ 14. Otter _
152,11(4).ad ere bane so empie vas.[duo warier;cramp_insurance required-)
*Arty appi'itast dot tbeeta boa XI giro alto fill out tie scdion below sh"owitg their workers'comparsmen polity tdor bun_
t Haneow1aets olio atbo&ibis affidavit iodicating they are cluing all no&and thee Yee outside osottaetass an submit a we afibbwit irtfieaesa mob.
:Costractsa dot clerk tiro bon rare atodod sr additional abed abuttalsibs antis die itheroearams and state wttcior or not hose a ntisiss bore
empioyet.N. if the subtaeescaass how ernpkoyeea4.they mint provide dish noises'amp.policy st mbar.
I am an employer that is providing workers'compensation insurance for my em lapses. Below is the polity andjob site
information.Insurance Company Name: (/�.F1 d Iv)5 of
Policy#or Self-ins.Lic.a: r.a" ‹..... 3 )-035 Expiration Date: /0/4//�3
Job Site Address: )'-'(-1--; }-,) 1 lei f _ -Dr C ity/StatelZip: CV c
Attach a copy of the workers'ceanpetrtisdsn policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to S1,5OO.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.A copy of this statement may be 1ot v,arded to the Office of Investigations of the DIA for insurance
coverage verification. —�
do hereby cep •render plli‘dIIIIN-------penahles perjury that the information provided is true and correct
Sibmattme:/ i Date: /�
Phone#: 6/? —5 3`ai
Official use only. Do not write in this area,to be completed by city or town official
City or Toni n: Permit/License#
Issuing Authority(circle one):
1 I.Board of Health 2.Building Department 3.('ityTCon n Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone it:
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DATE 05/03/21 PAGE 1
REQ.QUOTE DATE 05/03/21 ORDER#
ORDER DATE / / QUOTE# 21044238B
DELIVERY DATE / / CUSTOMER ACCT# LMCWRK MI
DATE OF INVOICE / / CUSTOMER PO#
M ORDERED BY Doug Hodgins INVOICE#
UFP Belchertown, LLC DESIGNER David Hawk TERMS
155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Valerie Faille SALES REP Brian Tetreault
Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# (413)247-8314 SALES AREA Massachusetts/
mar
R.K. Miles-Hatfield JOB NAME:Dacori LOT# SUBDIV:
i 24 West St MODEL: TAG:Roof JOB CATEGORY: Residential
Hatfield, MA 01038 DELIVERY INSTRUCTIONS:
(413) 247-8300
Dacori
SPECIAL INSTRUCTIONS:
P
o Northampton, MA 01062
BY DATE
BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 00-06-03 REQ.LAYOUTS REQ.ENGINEERING QUOTE DH1 05/03/21
Roof Trusses END CUT RETURN NONE SALESMAN 4 LAYOUT / /
PLUMB NO GABLE STUDS 24 IN.OC CUTTING DH1 05/03/21
ROOF TRUSSES LOADING TOLL-TCDL-BCLL-BCDL STRESS NCR ROOF TRUSS SPACING:24.0 IN.O.C. (TYP.)
INFORMATION 35.0,15.0,0.0,10.0 1.00
PROFILE QTY PITCH TYPE BASE 0/A LUMBER OVERHANG CANTILEVER STUB ( UNIT TOTAL I
PLY j ID SPAN SPAN TOP BOT j LEFT RIGHT LEFT RIGHT PRICE PRICE
COMMON
9 5.00 0.00 A01 26-00-00 26-00-00 2 X 6 2 X 4 01-00-00 01-00-00
COMMON
mittSntbsib 2 5.00 0.00 A01GE 26-00-00 26-00-00 2 X 6 2 X 4 01-00-00 25-00-00
1 COMMON
2 Ply 5.00 0.00 A01GR 26-00-00 26-00-00 2 X 6 2 X 4 01-00-00 01-00-00
ROOF SUB-TOTAL:
ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL
PURCHASER: .
BY: TITLE:BY: JOB ADDRESS:
TITLE:
DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL
— -- Quote is based on current design values a-t thie time of(Wife(cumber, 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.
Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the
agreed upon payment terms
PURCHASE ORDER POLICY: Purchase orders are valid for a period of 30 days. Orders moved past a 30 day period are subject
to price review to current market conditions.
Job Truss Truss Type Qty Ply Northampton,MA
21044238E A01 COMMON 9 1 Job Reference(optional)
UFP Site Built,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print:8.430 S Jan 4 2021 MiTek Industries,Inc.Mon May 0319:58:51 Page:1
ID:phj3Xhr85110GgsIsP_b0izK7Dp-xE_OrgcnSnj4ga5k61VhAa1 WjODKGkBJsmjMVwzK754
6-02-01 11-00-00 13-00 00115-00-00 19-09-15 26-00-00
I 6-02-01 I 4-09-15 1 2-00-00 2-00-00 I 4-09-15 I 6-02-01 I
4x6r
5
512 3x6 a 3x6 r
2x4* 284 629
27 30 2x4*
9 3 T E 1 7
4x6 s 4x6r
226 d 318
1 1.0.00.00 9
62
: 81 Si _4
=' 11 24 25 10 ='
8x8= 8x8=
I 3dp-on 24-00-00 rxqu 00
5x8 II 3x4=
1i00-00 8-00-00 I 18-00-00 I 25-00-00 2G-00-0�0
1-0 0-0 7-00-00 10-00-00 7-00-00 1 I-00-0
Scale=1:50.7
Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) l/defl Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.42 10-11 >743 240 MT20 197/144
(Roof Snow=35.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.59 10-11 >533 180
TCDL 15.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.06 9 n/a n/a
BCLL 0.0* Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight:120 lb FT=20%
LUMBER 3) Unbalanced snow loads have been considered for this
TOP CHORD 2x6 SPF 2100F 1.8E design.
BOT CHORD 2x4 SPF 2100F 1.8E*Except*11-10:2x6 4) `This truss has been designed for a live load of 20.0psf
SPF 2100E 1.8E on the bottom chord in all areas where a rectangle
WEBS 2x4 SPF No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom
SLIDER Left 2x6 SPF No.2--2-06-00,Right 2x6 SPF chord and any other members,with BCDL=10.0psf.
No.2--2-06-00 5) Provide mechanical connection(by others)of truss to
BRACING bearing plate capable of withstanding 49 lb uplift at joint
TOP CHORD Structural wood sheathing directly applied or 1 and 49 lb uplift at joint 9.
5-2-1 oc purlins. 6) This truss is designed in accordance with the 2015
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc International Residential Code sections R502.11.1 and
bracing. R802.10.2 and referenced standard ANSI/TPI 1.
REACTIONS (size) 1=5-08,(min.2-02),9=5-08,(min. 7) Load case(s)1,2 has/have been modified.Building
2 02) designer must review loads to verify that they are
2-02)Max Horiz (LC 16) correct for the intended use of this truss.
Max Uplift 1=49(LC 11),9=49(LC 12) B) In the LOAD CASE(S)section,loads applied to the face
Max Gray 1=1683(LC 2),9=1683(LC 2) of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate
(lb)or less except when shown. Increase=1.15
TOP CHORD 1-2=-508/49,2-26=-2655/62,3-26=-2644/74, Uniform Loads(Ib/ft)
3-27=-2560/53,27-28=-2518/67, Vert:11-12=-20,10-11=-30(F=-10),10-18=-20,
4-28=-2435/69,4-5=-333/78,5-6=-333/78,
6-29=-2435/69,29-30=-2518/67, 1-5=-100,5-9=-100
7-30=-2560/53,7-31=-2644/74, 2) Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic
8-31=-2655/62,8-9=-290/49 Storage+0.75 Attic Floor:Lumber Increase=1.15,
BOT CHORD 1-11=-66/2287,11-24=0/2093,24-25=0/2093, Plate Increase=1.15
10-25=0/2093,9-10=-11/2287 Uniform Loads(Ib/ft)
WEBS 3-11=-248/317,4-11=0/631,6-10=0/631, Vert:11-12=-20,11-24=-75(F=-55),24-25=-105
7-10=-248/317,4-6=-1888/70 (F=-55),10-25=-75(F=-55),10-18=-20,1-5=-82,
5-9=-83
NOTES
1) Wind:ASCE 7-10;Vult=117mph(3-second gust)
Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.
II;Exp B;Enclosed;MWFRS(envelope)exterior zone
and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to
10-0-0,Exterior(2)10-0-0 to 16-0-0,Interior(1)16-0-0
to 23-0-0,Exterior(2)23-0-0 to 26-0-0 zone;cantilever
left and right exposed;end vertical left and right
exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);
Category II;Exp B;Partially Exp.;Ct=1.10
This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component al
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI)
for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute.
Job Truss Truss Type Qty Ply Northampton,MA
21044238B A01 GE COMMON 2 1 Job Reference(optional)
UFP Site Built,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print:8.430 S Jan 4 2021 MiTek Industries,Inc.Mon May 03 19:58:51 Page:1
ID:phj3Xhr8511OGgsIsP_b0izK7Dp-PQYm3AdPO4rwSkgwf01 wioalJgXZ?JOS5QTw1 MzK753
6-02-01 I 11-00-00 I13-00-00 I15-00-00 I 19-09-15 I 26-00-00
6-02-01 4-09-15 2-00-00 2-00-00 4-09-15 6-02-01
4x .
8
— 3x6 a 3x6c
1 357 936
5 6 elliac IIN 10
34 37
5 11
0 4 T 9 _ 9 1 12
3 p - 11"
13
Lii
2 1 ! 9 14
�1 '2 2' ST2
1 ,1 �_ r rr rr _/5 S 1 15
j B2 {} .9
.....................................................................................................
3x4= 21 20 19 32 33 18 17 16 3x4=
I 1-1-nn MT2OHS 7x14 = 7e-nn nn MT2OHS 7x14 = 1 1-1-00
1i00-0 9-00-00 I 18-00-00 I 26-00-00
1-00-0 7-00-00 10-00-00 8-00-00
Scale=1:47.5
Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) l/defl Lid PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow=35.0) Lumber DOL 1.15 BC 0.95 Vert(LL) n/a - n/a 999 MT2OHS 148/108
TCDL 15.0 Rep Stress Incr NO WB 0.12 Horiz(TL) 0.00 16 n/a n/a
BCLL 0.0* Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight:125 lb FT=20%
LUMBER 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) Veil:19-26=-20,18-19=-30(F=-10),18-29=-20,
TOP CHORD 2x6 SPF No.2 Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat. 1-8=-100,8-15=-100
BOT CHORD 2x4 SPF 2100F 1.8E*Except*19-18:2x6 II;Exp B;Enclosed;MWFRS(envelope)exterior zone 2) Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic
SPF No.2 and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to Storage+0.75 Attic Floor:Lumber Increase=1.15,
WEBS 2x4 SPF No.2 10-0-0,Exterior(2)10-0-0 to 16-0-0,Interior(1)16-0-0 Plate Increase=1.15
OTHERS 2x4 SPF No.2 to 23-0-0,Exterior(2)23-0-0 to 26-0-0 zone;cantilever Uniform Loads(lb/ft)
BRACING left and right exposed;end vertical left and right Veil:19-26=-20,19-32=-75(F=-55),32-33=-105
TOP CHORD Structural wood sheathing directly applied or exposed;C-C for members and forces&MWFRS for (F=-55),18-33=-75(F=-55),18-29=-20,1-8=-83,
6-0-0 oc purlins. reactions shown;Lumber DOL=1.60 plate grip 8-15=-83
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc DOL=1.60
bracing, Except: 2) Truss designed for wind loads in the plane of the truss
4-6-8 oc bracing:18-19. only. For studs exposed to wind(normal to the face),
JOINTS 1 Brace at Jt(s):22, see Standard Industry Gable End Details as applicable,
24 or consult qualified building designer as per ANSI/TPI 1.
3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);
REACTIONS All bearings 24-00-00. Category II;Exp B;Partially Exp.;Ct=1.10
(Ib)-Max Horiz 21=-73(LC 12) 4) Unbalanced snow loads have been considered for this
Max Uplift All uplift 100(Ib)or less at joint(s) design.
16,18,19,21 except 17=-331(LC 5) All plates are MT20 plates unless otherwise indicated.
19),20=-331 (LC 19) 6) All plates are 2x4 MT20 unless otherwise indicated.
Max Gray All reactions 250(Ib)or less at joint 7) Gable studs spaced at 2-0-0 oc.
(s)17,20 except 16=488(LC 2), 8) *This truss has been designed for a live load of 20.opsf
18=1519(LC 4),19=1519(LC 3), on the bottom chord in all areas where a rectangle
21=488(LC 2) 3-06-00 tall by 2-00-00 wide will fit between the bottom
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 chord and any other members,with BCDL=10.opsf.
(Ib)or less except when shown. 9) All bearings are assumed to be SPF 2100F 1.8E
TOP CHORD 1-2=-40/341,2-3=-3/286,3-4=0/292, crushing capacity of 525 psi.
4-5=-20/411,5-34=-7/391,6-34=-2/442, 10)Provide mechanical connection(by others)of truss to
6-35=0/483,7-35=0/504,7-8=-289/75, bearing plate capable of withstanding 100 lb uplift at
8-9=-289/75,9-36=0/504,10-36=0/483, joint(s)19,18,21,16 except(jt=lb)20=330,17=330.
10-37=0/442,11-37=-1/391,11-12=-14/411, 11)Non Standard bearing condition. Review required.
12-13=0/292,13-14=0/286,14-15=-38/341 12)This truss is designed in accordance with the 2015
WEBS 19-23=-280/105,19-22=-842/106, International Residential Code sections R502.11.1 and
7-22=-796/100,9-24=-796/100, R802.10.2 and referenced standard ANSI/TPI 1.
18-24=-842/106,18-25=-280/102, 13)Load case(s)1,2 has/have been modified.Building
2-21=-344/79,14-16=-344/79 designer must review loads to verify that they are
NOTES correct for the intended use of this truss.
14)In the LOAD CASE(S)section,loads applied to the face
of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1) Dead+Snow(balanced):Lumber Increase=1.15,Plate
Increase=1.15
Uniform Loads(Ib/ft)
This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI)
for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute.
Job Truss Truss Type Qty Ply Northampton,MA
21044238B A01 GR COMMON 1 2 Job Reference(optional)
UFP Site Built,LLC,UFP SE Engineering Run:8.43 S Jan 4 2021 Print:8.430 S Jan 4 2021 MiTek Industries,Inc.Mon May 0319:58:51 Page:1
ID:phj3Xhr85110GgsIsP_b0izK7Dp-PQYm3AdPD4rwSkgwf01 wioaiggdh?GaS5QTw1 MzK753
6-02-01 11-00-00 13-00 00 15-00-00 19-09-15 26-00-00
6-02-01 4-09-15 12-00-00 '2-00-00 I 4-09-15 6-02-01
4x6.
5
— 5112 3x6 s : 3x6.
iiii
2x4. 284 629
27? `30 2x4*
3 1 ; 7
co T S .
4x4 s 4x4 c
226.41) i",;" ‘ '-
i� 18
rrffT��
1 �� -a, 1 n-00.00 ,. 9
EliR2 B1 r,ei.
_.-71
® 11 24 25 10 MI
8x8= 8x8=
3140Q-On 24-00-n0 }x10 r I ��00
4x10 n 3x4=
1�00-0 8-00-00 I 18-00-00 I 25-00-00 2 -00- 0
1-00-0� 7-00-00 10-00-00 7-00-00 1-00-0b
Scale=1:50.7
Loading (psf) Spacing 4-00-00 CSI DEFL in (loc) I/defl Lid PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.28 10-11 >999 240 MT20 197/144
(Roof Snow=35.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.42 10-11 >734 180
TCDL 15.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.05 9 n/a n/a
BCLL 0.0* Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight:239 lb FT=20%
LUMBER 2) All loads are considered equally applied to all plies, Uniform Loads(lb/ft)
TOP CHORD 2x6 SPF 2100F 1.8E except if noted as front(F)or back(B)face in the LOAD Vert:11-12=-40,11-24=-95(F=-55),24-25=-155
BOT CHORD 2x4 SPF 2100F 1.8E*Except*11-10:2x6 CASE(S)section.Ply to ply connections have been (F=-55),10-25=-95(F=-55),10-18=-40,1-5=-165,
SPF 2100F 1.8E provided to distribute only loads noted as(F)or(B), 5-9=-165
WEBS 2x4 SPF No.2 unless otherwise indicated.
SLIDER Left 2x6 SPF No.2—2-06-00,Right 2x6 SPF 3) Wind:ASCE 7-10;Vult=117mph(3-second gust)
No.2--2-06-00 Vasd=92mph;TCDL=5.0psf;BCDL=5.opsf;h=24ft;Cat.
BRACING II;Exp B;Enclosed;MWFRS(envelope)exterior zone
TOP CHORD 2-0-0 oc purlins(6-0-0 max.) and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to
(Switched from sheeted:Spacing>2-0-0). 10-0-0,Exterior(2)10-0-0 to 16-0-0,Interior(1)16-0-0
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc to 23-0-0,Exterior(2)23-0-0 to 26-0-0 zone;cantilever
bracing. left and right exposed;end vertical left and right
exposed;C-C for members and forces&MWFRS for
REACTIONS (size) 1=5-08,(min.2-00),9=5-08,(min. reactions shown;Lumber DOL=1.60 plate grip
2-00) DOL=1.60
Max Horiz 1=-146(LC 12) 4) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);
Max Uplift 1=-148(LC 11),9=-148(LC 12) Category II;Exp B;Partially Exp.;Ct=1.10
Max Gray 1=3170(LC 1),9=3170(LC 1) 5) Unbalanced snow loads have been considered for this
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 design.
(Ib)or less except when shown. 6) *This truss has been designed for a live load of 20.0psf
TOP CHORD 1-2=-1515/90,2-26=-4725/228, on the bottom chord in all areas where a rectangle
3-26=-4703/251,3-27=-4504/227, 3-06-00 tall by 2-00-00 wide will fit between the bottom
27-28=-4419/244,4-28=-4254/247, chord and any other members,with BCDL=10.0psf.
4-5=-657/156,5-6=-657/156, 7) Provide mechanical connection(by others)of truss to
6-29=-4254/247,29-30=-4419/244, bearing plate capable of withstanding 148 lb uplift at
7-30=-4504/227,7-31=-4703/251, joint 1 and 148 lb uplift at joint 9.
8-31=-4725/228,8-9=-1263/90 8) This truss is designed in accordance with the 2015
BOT CHORD 1-11=-221/4072,11-24=-77/3724, International Residential Code sections R502.11.1 and
24-25=-77/3724,10-25=-77/3724, R802.10.2 and referenced standard ANSI/TPI 1.
9-10=-111/4072 9) Load case(s)1,2 has/have been modified.Building
WEBS 3-11=-510/505,4-11=0/1018,6-10=0/1018, designer must review loads to verify that they are
7-10=-510/505,4-6=-3326/224 correct for the intended use of this truss.
NOTES 10)Graphical purlin representation does not depict the size
1) 2-ply truss to be connected together with 10d or the orientation of the purlin along the top and/or
(0.131"x3")nails as follows: bottom chord.
Top chords connected as follows:2x6-2 rows LOAD CASE(S) Standard
staggered at 9-00 oc. 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate
Bottom chords connected as follows:2x4-1 row at 9-00 Increase=1.15
oc,2x6-2 rows staggered at 9-00 oc. Uniform Loads(lb/ft)
Web connected as follows:2x4-1 row at 9-00 oc. Vert:11-12=-40,10-11=-50(F=-10),10-18=-40,
1-5=-200,5-9=-200
2) Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic
Storage+0.75 Attic Floor:Lumber Increase=1.15,
Plate Increase=1.15
CS Beam2021.5.0.8 247 Riverside DR 6-16-23 I
IonseamErrgute2018.9.0.1 3018 - O39
Materials Database 1587 9:33am
1 of 1
Member Data
Description: Member Type:Beam Application:Floor
Top Lateral Bracng:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Bulking Code:IBC/IRC
Live Load: 40 PLF Deflection Criteria: U360 live,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 2.9 PLF
Filename:6ft Beam1.KY
Other Loads
Type Trip. Other Dead
(Desaiption) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0 0.00" 210.00' 13 0w 35 15 Live
T T
2 10 0
o m
2 10 0
Bearings and Reactions
Input Mn Gravity Gravity
Location Type Material Length Required Reaction Upift
1 0 0.0017' Wall SPF#31Sbx12x or 4x End-Grain(650psi) N/A 1.5017' 973# —
2 210.003' Wall SPF#35hid2xor4x End-Grain(650psi) N/A 1.500" 973# —
Maximum Load Case Reactions
Used for appyig pant bads(or he bads)to ca T eg members
Live Dead
1 678# 295#
2 678# 295#
Design spens
2'11.750"
Product: Spruce-Pine-Fir(S)#2 2 x 6 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consuk a professional engineer.
Minimum 1.50"bearing required at bearing#1
Mninum 1.50"bearing required at bearing#2
Design assumes continuous lateral bracing along the top chord.
Design assumes maxinum unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 724.tt 1270.W 57% 1.42 Total Load D+L
Shear 673# 1485.# 45% 2.46 Total Load D+L
LL Delecbon 0.0176" 0.0993" L1999+ 1.42 Total Load L
TL Detection 0.0253" 0.1490' L1999+ 1.42 Tonal Load D+L
Control:Positive Moment
DOLs:Lire=100%Snov=115%RDof=125%Wind=160%
This member has been designed in accordance with ICS 2012
Al product names are traderreds of their respective oeners
Copyright(C)2018 by Stepson St ng-Te Company he ALL RIGHTS RESERVED.
**Passing is defined as ehen the member,floor Mt,beam or 9idet shoe rn on the dravhg meets appirabte design("tee for Loads,Loadng Condtbne and Spans Bled on this sheet.The
design must be reviewed by a quaffied designer or design professional as requied for approval This design assures product rstaraion aaoordig to the manufacturer's seds:aeo s
(SBeam2021.5.0.8 247 Riverside DR 6-16-23 I
lanBeamEngme 2018.9.0.1
Materials Database 1587 9:31 am
1 of 1
Member Data
Description: Member Type:Beam Application:Floor
Top Lateral Bracng:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Binding Code:IBC/IRC
Live Load: 40 PLF Deflection Criteria: U360 We,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 4.9 PLF
Filename:Beam1
Other Loads
Type Trb. Other Dead
(Desorption) Side Begin End Width Start End Start End Category
ReplacementUrrbrm(PSF) Tap Cl 0.00" 6'0.00' 8'0.00' 40 15 Snow
Adlitionnal Urlibrrn(PLF) Tap 0 0.00" 6'0.00' 0 50 Live
Addtional Uribm(PSF) Top 0'0.00' 6'0.00" 2 0.00' 35 15 Snow
T,M111111111111111.1 .11MiliT
6 0 0
O m
600
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 00.000' Wall SPF#35tud2xor4x End-Grain(650psi) WA 1.81g' 1828# —
2 6'0.000' Wall SPF#3iStud 2x or 4x End-Grain(650psi) WA 1.819" 1828# —
Maximum Load Case Reactions
Used for applyig pont bads(a ire bads)to rarh g i re,rt,aa
Snow Dead
1 1198# 630#
2 1198# 630#
Design spans
6'1.750"
Product: Spruce-Pine-Fir(S)#2 2 x 10 2 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consuk a professional engineer.
Mirirnum 1.82"bearing requied at bearing#1
Minimum 1.82"bearing required at bearing#2
Design assumes continuous lateral bracing along the top chord.
Design assumes maximum unbraced length of 0.00'along the bottom chord.
I
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2809.W 3495.W 80% 3' Total Load D+S
Shear 1370.# 2872.# 47% -0.06' Total Lead D+S
LL Defection 0.0575' 0204g' U999+ 3 Total Load S
TL Defection 0.087T' 0.3073' U840 3' Total Load D+S
Control:Positive Moment
DOLs Lice=100%Snow=115%R of=125%Wind=160%
This member has been designed in accordance with PD6 2012
Al product names are Bader axle of then respective ovmers
Copync,)trt(C)2018 by Sermon Strong-Ts Company he ALL PoGIiTS RESERVED.
'Paging a darned as Wren the member,floor joet,team a*der Mom on the dravEig meets apprrable design aiero for Loads,Loadng Corrdtbrs end Spans feted CO the Meet.The
deem rtust be revevied Ova waffled deer er a design professoal as required for approval.The deign asernes product hstabtim amardhgto the manufacturer's spearratios