12C-021 (2) BP-2024-0869
253 SPRING GROVE AVE COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot:
12C-021-001 CITY OF NORTHAMPTON
Permit: Alts Renovations
Repair
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
BUILDING PERMIT
Permit # BP-2024-0869 PERMISSION IS HEREBY GRANTED TO:
Project# RENO BEDROOM 2024 Contractor: License:
Est. Cost: 28000 DANIEL DACRI 105989
Const.Class: Exp.Date: 05/07/2025
Use Group: Owner: E GOLEMAN HANUMAN E& KAIA
Lot Size (sq.ft.)
Zoning: RI/WSP Applicant: DANIEL DACRI
Applicant Address Phone: Insurance:
247 RIVERSIDE DR (617)543-2843 R2WC357035
FLORENCE, MA 01062
ISSUED ON: 07/09/2024
TO PERFORM THE FOLLOWING WORK:
RENO BEDROOM ABOVE 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: L/72-
Fees Paid: $210.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Office of the Building Commissioner
RECEIVED
,
The Commonwealth of Massachusetts JUL — 9 2024 FOR
Tit Board of Building Regulations and Standards
Massachusetts State Building Code, 780 CMR MLNICI'ALITY
USE
Building Permit Application To Construct, Repair, Ret1ova% '' 'Mj 7,1 $sed Mar 2011
One-or Two-Family Dwelling
ThA Section For Official Use Only
Building Permit Number:tov4- t'f.- -/ Date Applied: _
4 irJ ��53 // 7-9 z2y
Building Official(Print Name) Signature Date
SECTION 1:SITE INFORMATION
IAPro a Address: 1.2 Assessors Map& Parcel Numbers
5 s p( 6 t o,It 4v'L FIOrCv d.-
L la Is this an accepted street?yes / no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
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
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public 0 Private 0 Zone: — Outside Flood Zone? Municipal 0 On site disposal system 0
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Reco d:
Kapok cilia Ham/eat/1 G,iemq h r7ot ice,, /✓1 I 0l1a
Name(Print) i City,State,ZIP
ac S spryS Goa ilvq._ ao--;- — '- '1 -)
No.and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply)
New Construction 0 Existing Building IZr Owner-Occupied 0' Repairs(s) 0' Alteration(s) Addition 0
Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify:
Brief Description of Proposed Work?: Pketno/al-t. exiSl-Lhw4' Ai k1toonn above.. rcrt:.. ea cltgvly�
o eye-ss , W . st.iil Jhrs, (gyrct,r), 27dci
15 a.4.,
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
I. Building $ a0,000 1. Building Permit Fee: $ Indicate how fee is determined:
2.Electrical $ ��� 0 Standard City/Town Application Fee
0 Total Project Cost3(Item 6)x multiplier x
3. Plumbing $ ftraliiii0 2. Other Fees: $ .
4. Mechanical (HVAC) $ 3, 00-0 List:
5. Mechanical (Fire $ �----
Suppression) Total All Fees:�$(� r''ll
�j Check No. 7 heck Amount: 6v Cash Amount:
6.Total Project Cost: $ c,0100D 0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)� �S _/Oc9p�
� C( ) License Number[� Expirati Date
e of CSL Holder
IP A V 1 / 1‘ J�/f_ Dr List CSL Type(see below) U
No.and Street Type Description
('1 (`th u /1/I ����� U Unrestricted(Buildings up to 35,000 cu.ft.)
1 t�JV R Restricted 1&2 Family Dwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
WS Window and Siding
/, _l p(/ SF Solid Fuel Burning Appliances
( 1 `5q3 (7`'0 7 3 dgv,(Jgcr,ejfiledex, I Insulation
Telephone Email addr D Demolition
5.2 egistered.. me Improvementp Contractor(HIC) //� C7c.a V/r/G1S---
1 IA J1/\0C t 1 HICC Registration Number ration 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 Issuance of the building permit.
Signed Affidavit Attached? Yes 0 No...........❑
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.DCf✓1 DqC r)
to act on my behalf,in all matters relative to work authorized by this building permit application.
L01/ GA C-06/V101\--
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION
By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
Dclv‘ �+ _J�G () ��8' .2-6/
Print Owner's or ATthorized Agent's Name(Electronic Signature) Date
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"
The Commonwealth of Massachusetts
1r __ J Department of Industrial Accidents
i _.A e 1 Congress Street,Suite 100
`'irqhF._ t Boston, MA 02114-2017
a-ss1C, www.mass.gov/dla
Hunkers'Compensation Insurance Affidavit: Builders/Contractors/EkctriciansiPluniber+.
TO BE FILED WITH THE PERMUTING AUTHORITY.
Aunlicant Information �j/ Please Print Lei ibis
me Na (BusincssJOrgantzation;lndtvtdual):_ V\ -\_.N-1.--.j
Address: c -y Aj+-51 Oft_
Dr-
City/State/zip:Fi4,61(L, t l A Olo6)- Phone : ./2- 5 3-- `/
Are yea as employer?Cheek the appropriate ban: Type of project(required):
I 0 I am a employer with employees(full seen or pet-ti,n i.• 7. 0 w construction
0 1 am a sole pnrpnetur or partnership and have no employees working for me in 8. emodeling
any capacity.[No workers'comp.insurance required]
30 I am a homeowner doing all wank myself.[No satirical;comp.n m re uraY grurctLj' 9. ❑Demolition
or
4.01 am a homeowner and will be hiring contractors to conduct all work on any property. I will 10 Q Building addition
ensure that all rantractuna either have workers'compensation msurrnee or are sole 1 1.O Electrical repairs or additions
proprietor'with no e'np1°yea`' 12.0 Plumbing repairs or additions
5 a general contractor and I have hired the sob-contractors listed on the attached sheet 130 Roof repairs
These sub-contractors have employees and have workers'comp.insurance.:
60 We are a corporation and its officers have exercised their right of excm pbon per MGL c. 14.D Other
152.§114).and we have no employees.[No workers'comp.insurance required.]
*Any applicant that chocks box al must also fill out the section below showing their workers'compensation policy intonation.
+Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new of tidasat indicating such.
:Contractor.that cheek this box must attached an additional sheet showing the name of the sub-contractors and state w het her or not those entities has c
enrplo}cc, If tlsc sub-contractors hale emplu}ces.they must proside their workers'comp.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:
Policy#or Self-ins.Lic.#: P-J-C4 C. y 31666 Expiration Date: I0/y/a-y
Job Site Address:&c3 Sp(/tI &7ov-IQ City/State/Zip: F rcwt j 1/I A o/o&L
Attach a copy of the workers'count ensation 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 S 1,500.00
and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to S250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage veriticati .
I do hereb, tify u er it pains a penalties of perjury that the information provided above is true and correct.
Signat re: � . Date: /tf�y
Phone 4: Ci. —5413 c.Z4/3
Official use only. Do not write in this area,to he completed by city or town of/icio(
City or Town: PermitlLicense
Issuing Authority(circle one):
I. Board of Health 2.Building Department 3.City/Town Ckrk 4. Electrical Inspector 5. Plumbing Inspector
6.Other
( ontart Person: Phone#:
City of Northampton
5e7.
Massachusetts
DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building
Northampton, MA 01060 skW
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:
Location of Facility: A Id7 7-ecycl
The debris will be transported by:
Name of Hauler: CiVz' w}
-7/Signature of Applicant: _ Date: /
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®Boisecascade' III Single 1-3/4" x 5-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED
rs
8ft rafter (Roof Flush Beam)
BC CALC®Member Report Dry I 1 span I No cant. July 9, 2024 09:30:59
Build 16959
Job name: Kaia File name: 8ft horizonal rafter
Address: 253 Spring Grove Ave Description:
City, State,Zip: Northampton Specifier:
Customer: Kaia Designer: Doug Hodgins
Code reports: ESR-1040 Company: rk Miles Inc
12
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Fir • _. _. ,i, 1 1--- 4 1 • _ . • _. vvvvvv 1 _4_ 4
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B1 B2
Total Horizontal Product Length=08-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 196/0 231 /0
B2, 3-1/2" 188/0 220/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin.(lb/ft) L 00-00-00 08-00-00 Top 4 00-00-00
1 Standard Load Unf.Area(lb/ft') L 00-00-00 08-00-00 Top 15 24 00-08-00
2 Conc. Pt. (Ibs) L 02-09-00 02-09-00 Top 120 160 n\a
3 Conc. Pt.(Ibs) L 05-00-00 05-00-00 Top 120 160 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 985 ft-Ibs 34.4% 115% 4 04-03-05
End Shear 416 lbs 19.8% 115% 4 00-03-08
Total Load Deflection L/315(0.407") 57.2% n\a 4 03-11-07
Live Load Deflection U576(0.222") 41.7% n\a 5 03-11-07
Max Defl. 0.407" 40.7% n\a 4 03-11-07
Span/Depth 16.5
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 1-3/4" 427 lbs n\a 9.3% Unspecified
B2 Wall/Plate 3-1/2"x 1-3/4" 409 lbs n\a 8.9% Unspecified Disclosure
Use of the Boise Cascade Software is
Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length subject to the terms of the End User
Plumb Cut with Hanger to dbl.top plate 12/12 7-3/4" 08-00-00 11-09-04 License Agreement(EULA).
Completeness and accuracy of input
must be reviewed and verified by a
Notes qualified engineer or other appropriate
expert to assure its adequacy,prior to
Design meets Code minimum (L/180)Total load deflection criteria, anyone relying on such output as
Design meets Code minimum (U240)Live load deflection criteria, evidence of suitability for a particular
Design meets arbitrary(1")Maximum Total load deflection criteria. application.The output here is based on
Design based on DryService Condition. buildingp code-acceptedda design
9 properties and analysis methods.
BC CALC®analysis is based on IBC 2015. Installation of Boise Cascade
Calculations assume member is fully braced. engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call(800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARDTM.BCI®,
BOISE GLULAMT'",BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 1 of 1
7/9/24,8:53 AM Jonathan Ochshom—Structural elements calculators
jonochshorn.com
Structural elements calculators
contact I Structural Elements T-Shirt
STRUCTURAL
ELEMENTS Example 2.3: Find snow loads
Jonathan Ochshorn
[OUv Jcr dlhan Ochsh;.-
....nr�wrw
hnconun°nd 1- Pur;
Directions:Enter values for ground snow load,exposure,terrain,thermal factor,importance,roof type and slope,and surface characteristics(i.e.,slippery or
nonslippery surface).Typical roof types are illustrated in Fig. 1 below,with the distance,W.measured from cave to ridge in gable-or hip-type roofs.
Note that this calculates only the basic roof snow load(and unbalanced loads for hip and gable roofs),and does not take other aspects of roof geometry into account
(for example,surcharges due to drifting snow that could accumulate against walls,parapets,or other obstructions).
In addition to regular(balanced)loads,unbalanced loads are computed for hip and gable roofs with roof angles between 1/2 in 12(2.38°)and 7 in 12(30.26°).See
Fig.2 for magnitudes.Values for"b"and"c"arc zero for ridge-to-cave distances,W,of 20 ft or less.Both the balanced and unbalanced load cases must be checked.
Press "update"button.
More detailed explanations and examples can be found in my text.
W f Xy.t
W bt
c .111 la
r++
wind>
(a)hip or gable (b)mono-slope (c)low-slope or flat hip or gable
Fig.I.Typical roof types Fig.2.Magnitudes of unbalanced loads
https:/fjonochshom.com/scholarship/calculators-st/example2.3/index.html 1/2
7/9/24,8:53AM Jonathan Ochshom—Structural elements calculators
C Update ^, Reset
value for ground exposure factor= 1
snow load
ground snow load=40 psf exposure terrain thermal factor= 1.1 Importance facto,
Other(specify at right): v 40 partial exposure w B:urban/suburban v cold,vented with R>25: 1.1 w Il=normal: 1.0
roof type W= 12 ft roof slope=45 deg. not used roof surface roof snow ion
hip or gable v 12 12:12-45.00 deg w 0 non-slippery 23.69 psf
unbalanced snow loads: not applicable for this roof slope of 45 degrees.
Checks:
errors: 0
exposure n/a 0
W>0 0
angle >0 and < 90 0
ground snow load >0 0
C Update .ni i esct
Disclaimer:This calculator is not intended to be used for the design of actual structures,but only for schematic(preliminary)understanding of structural design principles.For the design
of an actual structure.a competent professional should be consulted.Calculations are based on recommendations in ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other
Structures.
First posted July 12,2009 I Last updated January 11.2012
https://jonochshom.com/scholarship/calculators-st/exampie2.3/index.html 2/2