38B-094 (4) BP-2023-0348
16 MUNROE ST COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot:
38B-094-001 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-2023-0348 PERMISSION IS HEREBY GRANTED TO:
Project# ADDITION/DECK 2023 Contractor: License:
Est. Cost: 70000 ERIC PAYNE 086442
Const.Class: Exp.Date: 01/22/2025
Use Group: Owner: TRUSTEE FLEISHMAN JANE M
Lot Size (sq.ft.)
Zoning: URB Applicant: TRUSTEE FLEISHMAN JANE MERIC PAYNE
Applicant Address Phone: Insurance:
16 MUNROE ST
NORTHAMPTON, MA 01060
32 BURTS PIT RD (413)218-4276
NORTHAMPTON, MA 01060
ISSUED ON: 04/05/2023
TO PERFORM THE FOLLOWING WORK:
10X16 ADDITION, 8X16 DECK
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: $455.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Office of the Building Commissioner
File #BP-2023-0348
z —ail
APPLICANT/CONTACT PERSON:ERIC PAYNE
32 BURTS PIT RD NORTHAMPTON, MA 01060(413)218-4276 FLEISHMAN JANE M TRUSTEE
16 MUNROE ST NORTHAMPTON, MA 01060
PROPERTY LOCATION 16 MUNROE ST
MAP:LOT 38B-094-001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Building Permit Filled out
Fee Paid $455.00
Type of Construction: 10X16 ADDITION, 8X16 DECK
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
INFORMATION PRESENTED:
�( 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
Demolition Delay
, Siov/ 3/0"3/2)
SiL .ture o Building Official 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,Depar ent
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 f
Planning&Development for more information.
n.Or^ Ns-
&, The Commonwealth of Massachusetts �q/9
Board of Building Regulations and Stabdatls:. �Q .3 MLINICI�PAL
Massachusetts State Building Code, 780 CMRc.,,� c 115E
N
Building Permit Application To Construct,Repair,Renovate�f n ; .sh a !Revised Mar 011
One-or Two-Family Dwelling ";?10Fc2., •-,,�`
This Section For Official Use Only �'' "`/v
Building Permit Number: a,-. - 3 , Date Applied:
1! 0 „ "1 a3
Building Official( Name) Signature 1te
SECTION 1:SITE INFORMATION
1.1 property Address: 1.2 Assessors Map&Parcel Numbers
16 NANIL°E
1.1a 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 I
1.6 Water Supple: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public Mt Private 0 Zone: _ Outside Flood Zone? Municipal® On site disposal system 0
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
NINE VIZ'1Si-1M/f►J N0 it-Di A4MtT0 N1 MA- O1O6o
Name(Print) City,State,ZIP
14. MWJ KeE 113 2%7 1647 la me2jawc'PkSSl.1wtan.co►a.1
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply)
New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0
Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify:
Brief Description of Proposed Work': 10' tit t`' A a e1.k'‘N 0~ / g' $ 1.1,' V Lvk
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1.Building $ (o O 1 b o O 1. Building Permit Fee:S Indicate how fee is determined:
2.Electrical $ O 6 0 Standard City/Town Application Fee
0 Total Project Cost (Item 6)x multiplier x
9.Plumbing.../.a $ S 1 0 OC 2. Other Fees: S
4.Mechanical (HVAC) $ List:
5.Mechanical (Fire $
Suppression) Total All Fees:$ 6
O Check No. I i' Check ' omit: "1 • Amount:
6.Total Project Cost: $ �d I b qp d Full ❑ I ,� I ' I:B. .1 ce Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction pervisor License(CSL) 0 ISC tL tL/L 1 _Z2 , ,L S
ef Lr '(i .UZ�� License Number Expiration Date
Name of CSL Holder vy (1 cza List CSL Type(see below)
3 Z `�p�v �S ( Type Desorption
N . and Street
� U Unrestricted(Buildings up to 35,000 cu.ft.)
Q ���� N `� R Restricted Iit2 Family Dwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) I-) 4
6 Cc. �/ Ills
v a C �`'� . HIC Registration Number Expiration Date
HIC Company Name or HIO 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 .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 a r j t.v F t•AI Y�f Z�
to act on my behalf,in all matters relative to work authorized by this building pet a cation.
.vinfi 1951f +J ,r� 04• •11.2-3
er's Name(Elec 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.
v,„2..
-2 ;
Print Owner's or Authorized A is Name(Electronic Signature) 1 to
NOTES:
I. 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.) 16 b (including garage,finished basement/attics,decks or porch)
Gross living area(sq. ft.) 1 4)6 Habitable room count
Number of fireplaces O Number of bedrooms
Number of bathrooms 'a 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
Department of Industrial Accidents
11
1 Congress Street,Suite 100
Boston,MA 02114 2017
, www.mass.gor/dia
11„t l.rrs'( umprnsatwn Insurance:Midas it:Buie ors/CoatractorslEketricianslFlnmber►.
TO BE FILED N'I I II THE minimum;AtimnU'li.
Applicant Information Please Print ixeihts
Name(Business()rp"ant/ation!nifty'dual l:
--fAds:?2-- ?IV t k v
City/State/Zip:NI,Act,.../.,_1,V.ArN Phone#: ' (3 al 53 ¶)1
At,I"u OM ettrptoyrr_"l hack the appropriate but:
Type of project lrequired):
1.0 l am a employ is is meth c7rQhr►ean tfull and is part-tart).' 7. 0 New construction
211.M lam a sole proprietor or partnership and have no cur k ytrs working for are in t;. 0 Remdeling o
ens capacity,[Nu worker."comp.insurance rnman.[
9. ❑Demohtion
to I am a homeowner doing all work mimed".[We.wurke7s'CM".rresurarr-e reywred.I
4.0 I ant a hutmeuw ncs and w ell he hums wisra conduct to nduct all work on pro
perty.. 1 w ill
10 0 Building addition
csosun:that all cuniracton ember hase wade&compensation insurance or arc sole 11a Electrical repairs or additions
proprietors with no employees_
IZD Phtmbrng repairs or addltiems
:VO I am a oeneral contractor and I bast hired the sob-contractors hated axe the attached sheet
These sub-contractors base employers and tease workers;corm inaurarue. I3.0Roofrepairs
60 We arc a curpura<iun and in officers has c cxeseaso:d then nght ut c.eniptrrr per 11(et .. I4.00ther
15.1§114).and we base no employees.[".%iki worker.'comp.insurance requucsl.
'Ana applicant that cbo.ks bun=1 moat alas.till out the section below show rng then w.rkcs. compensation odiumatrun.
r Ihorrwown..ss who submit dm atrida%it mtbcatmg times are doing all a ark and then hue outside corrtras:ttrs must aubnut a now atfrdas met radreutmc such.
:Contractors that check tiro hoes must attached an adrhiwrra)sherd*hues mg the name ul the sulsco n ractora and state whether tar not scene saelrties base
cmplusecs. If die sub-eentractora base employees.this must prosaic their workers.comp.policy number
I am an earplot`er that is presiding worAers'compensation insurance for err employees. Below is the policy and job site.
information.
insurance Company Name
Policy#or Self-ids.Lie.#: _ —^ Expiation Date:
Job Site Address: City'State/Zip:
Attach a cops of the ssurkrrs'compensation polio declaration page Ishoning the policy number and expiration date).
Failure to secure cos crage as required under MGL e. 152,§25A is a animal ►iolatton punishable by a tine 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
cos craix 1 e'tttliatll/n.
I do hereby certify under the pains and penalties ofperisery that the inf r:nation prurided above is true and correct
Si'nature: ` Raw_
Phone#:
Official use only. Do not write in this area.to be completed by city or town official
('it) or Too n: Permits License#
Issuing Authority (circle one):
1.Board of Health L.Building Department 3.Gies Tobin Clerk 4. Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
City of Northampton
at HMp�
,J 5...E S�
Vi . Massachusetts ��? `
•
t ra t DEPARTMENT OF BUILDING INSPECTIONS y `;
• + � ! �' 212 Main Street • Municipal Building ' 0.
•�!�"'�_. Northampton, MA 01060
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: V ° I\I
The debris will be transported by:
Name of Hauler: A . NJ
ig/23Signature of Applicant:
Date:
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i
N('SBeam 2021.5118 423 Monroe St 3-7-23
kniticamEugne 20189.0.1 Northampton Ma 11:55am S
ll.ueriats Database 15g' 1 of 1
Member Data
Description: Member Type:Beam Application:Floor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Budding Code:lBC/IRC
Live Load: 40 PLF Deflection Criteria: U360 five,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 16.0 PLF
Filename:15 ft 5 in B
Other Loads
Type Trip Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 15' 5.00" 5' 7.00" 35 15 Snow
Additional Uniform(PLF) Top 0' 0.00" 15' 5.00" 0 80 Live
Additional Uniform(PSF) Top 0' 0.00" 15' 5.00" 4' 7.50" 40 10 Live
t
I
I
1550
P ®/
15 5 0
Bearings and Reactions
Input Mn Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF#3/Stud 2x or4x End-Grain(650pst) 3.500" 1.500" 3830# —
2 15' 5.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 3830# —
Maximum Load Case Reactions
Used for applerg font loads(ca the bads)to cat eg merle.,
Live Snow Dead
1 1386# 1464# 1693#
2 13864 1464# 16934
Design spans
14'11.750"
Product: 1-3l4x11-7/8 VERSA-LAM 2.0 2800 DF 3 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consult a professional engineer.
Design assumes continuous lateral tracing along the top chord.
Design assumes maximum unlraced length of 0.00'along the bottom chord.
Allowable Stress Design
Aclua1 Allowable Capacity Location Loading
Positive Moment 14341.'# 34474.'# 41% 7.71' Total Load D+0.75(L+S)
Shear 3324.# 13622.# 24% 14.45 Total Load D+0.75(L+S)
Max.Reaction 3830.# 11944.# 32% 0' Total Load D+0.75(L+S)
TL Deflection 0.1c.53" 0.7490" U454 7.71' Total Load D+0.75(L+S)
LL Deflection 0.2206" 0.4993" U814 7.71' Total Load 0.75(L+S)
Control:TL Deflection
DOLs Liee=100%Snot=115%Roo�125%Winci=160%
Design assumes repetifse member use increase in bending mess 4%
Al product names are Ladenarks of their iespectve limners
Copyight(C)2018 bySrrpsan Strong-lie Company Inc.ALL FifGHTS RESERVED
"Passng is defined as when the member.floor joist beam or artier shown on tie&Along sleets apptabte design cntena for Loads.Loadig Condtms.and Spats fsted on ho sheet.The
desigc trust be reviewed by a cp red designer or design professional as requred for approval Ths design assumes product irstatatm ac me:frig to tie ma stacturer s specificatbm
1 l Beam_'_02 I.5:0.8 423 Monroe St 3-7-23 II
' i.ml✓Lanil umac 20189.0.1 Northampton Ma I 11:45am
‘Lueruls I hmihase 1587
loft
Member Data
Description: Member Type:Beam Application:Roor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition:Dry Building Code:IBC/IRC
Live Load: 40 PLF Deflection Criteria: U360 lye.L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight 18.1 PLF
Filename:10 ft 9 in P
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 15' 5.00" 9' 3.00" 40 15 Snow
Additional Uniform(PLF) Top 0' 0.00" 15 5.00" 0 80 Live
Additional Uniform(PSF) Top 0' 0.00" 15' 5.00" 16' 3.00" 30 10 Live
Additional Uniform(PSF) Top 0' 0.00" 15' 5.00" 4' 7.50" 35 15 Snow
NNW I
MEP I
EMU I
MEM I
1111. 111
11 4 0 4 1 0
7 0 00
15 5 0
Beatings and Reactions
Input Min Gravity Gravity
Location Type Material Len9111 Required Reaction Uplift
1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.630" 5562# -
2 11' 4.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 5.500" 4.211" 14371# -
3 15' 5.000" Wail SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1 500" 840# -2808#
Maximum Load Case Reactions
Used for g;MN port loads(or he loads)10 carry g menders
Live Snow Dead
1 2207# 2407# 2101#
2 5681# 6198# 5462#
3 -1444# -1576# -541#
Design spans
11'1.375" 3'10.375'
Product: 1-314x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
NOTE:Connection schedule for member requires special design consideration,consult a professional enyirleer.
Design assumes continuous lateral tracing along the top chord
Design assumes maximum unto-aced length of 0.00'along the bottom chord
Review gravity uplift reaction force of 28091bs at bearing 3 and ensure that the structure can resist appropriately
Allowable Stress Design
Actual Allowable Capacity Location Loacing
Positive Moment 12539.'# 38167.'# 32% 4.66' Odd Spans D+0.75(L+S)
Negative Moment 14724.W 38167.'# 38% 11.33' Total Load D+0.75(L+S)
Negative Unbrcd 14724.1f 38167.'# 38% 11.33' Total Load D40.75(L+S)
Shear 6958.# 13622.# 51% 10.78' Total Load D40.75(L+S)
Max Reaction 14371.# 20048.# 71% 11.33' Total Load D40.75(L+S)
TL Deflection 0.1604" 0.5557" U831 5.22' Odd Spans D+0.75(L+S)
LL Deflection 0.1007" 0.3705" L/999+ 5.22' Odd Spans 0.75(L+S)
Contol:Max Reactor
DOLs Lice=100%Snow=115%Root=125%Wind=160
Design assumes a repetbse member use increase in bending stress 4%
i
Al product names are tradennrlss of fiat nespectnre onsets
Capyig~t(C)2018 by Si psan Stung-Tie Oormany Inc.ALL FIGHTS RESERVED
"Passrg is defnecl as vAien he member floajost.bears or gder shwa an the daring meets amicable design crtere fa Loads.Loairg Congdon.and Spas tsted as tns sheet.The
despr rust be reviewed by a quaRied designer or despt professional as recii ed for approval This design assumes product nstalaron acccrinq a the manufactuer s specdrah re