36-274 (9) 100 MAPLE RIDGE RD BP-2021-0085
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 36-274 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: Deck BUILDING PERMIT
Permit# BP-2021-0085
Proiect# JS-2021-000133
Est.Cost:$30000.00
Fee:$195.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: KIM RESCIA 022464
Lot Size(sp.ft.): 41382.00 Owner: PAGE MATTHEW&
zoning: Applicant: KIM RESCIA
AT: 100 MAPLE RIDGE RD
Applicant Address: Phone: Insurance:
311 Locust St (413) 320-18310
FLORENCEMA01062 ISSUED ON:7/22/2020 0:00:00
TO PERFORM THE FOLLOWING WORK.-enlarge existing deck on back of house
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 Sisnature:
FeeType: Date Paid: Amount:
Building 7/22/2020 0:00:00 $195.00
212 Main Street,Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
The Commonwealth of Massachusetts
Board of Building Regulations and Standards FOR
+ ^ MUNICIPALITY
Massachusetts State Building Code, 780 CMR USE
Building Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mai-2011
One-or Two-Fandly Dwelling
This Section For Official Use Only
Building Permit Number: 4DV 'A Date Applied:
as as
Building Official(Print Name) V Signature Dat
SECTION 1:SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers
10
is I 36;
LI a Is this an accepted street?yes o Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
SRS Aa-0 ,
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yazd
Required Provided Required Provided Required Provided
1.6 Water Supply:(M.G.L c.40,154) 1.7 Flood Zone Information- 1.8 Sewage Disposal System: ��
Public Gl Private 13 zone. Outside F%Rd Zone? Municipal❑ On site disposal system Fi
Check if yes
SECTION'2: PROPERTY OWNERSHIP)
2.1 Owner'of RecA d:
i - ((Or e, Oty 6'Z
Name(Print) City,State,ZIP G
too l,e_ (ki (Lei H17, ;l'J'}�01 me ee� c) 1%��I I e Ce),4-\
No.and StreetTelephone Email AdcWss
SECTION 3:DESCRIPTION OF PROPOSED WORK=(check all that ap )
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) Addition ❑
Demolition ❑ Accessory Bldg.❑ Number of Units I Other ❑ Specify: ip
Brief Desc 'ption of Proposed WorkZ:
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials)
1.Building $30 000 '03 1. Building Permit Fee:$ Indicate how fee is determined:
2.Electrical $ ❑Standard City/Town Application Fee
❑Total Project Cost'(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: S
4.Mechanical (HVAC) $ List:
5.Mechanical (Fire S Total All Fees:S
Suppression)
Check Ncyj31() eck Amount: ��Cash Amount:
6.Total Project Cost: $ 0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supe sor License(CSL)
. j� GS aZzt,/l�y i z z
License Number Ex do Date
Name of CSL Holder C
List CSL Type(see below)
No.and Street 1 Type Description
1-1�'�r,P I ` O U Unrestricted(Buildings u to 35,000 cu.ft.)
Ci /Town,State,ZIP l/' R Restricted 18.2 FamilyDwelling
T
City/Town, M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
1 Insulation
Telephone Email address D Demolition
5.2 Registered A7-e,
mprovement Contractor(AIC)
SC` ryZ/'J 2- Z // Y2[�
H13 1 Name or HI Re st t Name HIC Registration Number E piratr n Date
-- 1 �t s '
No.,Md treet Email address
r , Inylorick 14-1b11a04-Z1a0 l &-3 /
Cit /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 tIssuance of the building permit.
Signed Affidavit Attached? Yes.......... No ........... ❑
SECTION 7a:OV1'NER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize 1 j, St!!Q
to act on my behalf,in all matt r alive to work authorized by this building permit application.
.C �Zl 'Z�Zc3
Print Owner's Name(El Sign ure) r— 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 thyaapplic ' n is true and accurate to the best of my knowledge and understanding.
P ' twner's o Au orized Agent's Name(Electronic Signature) ate
NOTES:
l. An Owner who obtains a building permit to do his/her owm 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 w-wv.mass.aov/dns
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch)
Gross Iiving 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
Department of Industrial Accidents
I Congress Street,Suite 100
Boston,MA 02114-2017
www.ntass.gov/dia
'Workers' Compensation Insurance Affidavit:Builders/Contractors/F.lectricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Api3licant Information Please Print Leaibiv
Name (Business/Organization/Individual): i
Address:
City/State/Zip: ( o •LMS a Phone#: / 3 _ / ��
Are you an employer?Check the appropriate box:
Type of project(required):
1.❑I am a employer with employees(full and/or part-time).* 7. ❑New construction
I am a sole proprietor or partnership and have no employees working for me in g. E]Remodeling
any capacity.[No workers'comp.insurance required.]
3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition
4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 []Building addition
ensure that all contractors either have workers'compensation insurance or are sole 1 LQ Electrical repairs or additions
proprietors with no employees.
12.[]Plumbing reQairs or additions
5.❑I am a general contractor and 1 have hired the sub-contractors listed on the attached sheet.
13.�Roof repairs
These suh-eontmctors have employees and have workers'comp_insurance.-
6,F-1 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Others �I�1
152,§1(4),and we have no employees.[No workers'comp.insurance required.] E y-,- 1 4 n QC
*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 anew affidavt dictating 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
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I ant an employer that is providing workers'compensation insurance for nny employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation 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 $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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification. _�l
I do hereby certify and sins an ahties of perjury that the information provided above is true and correct.
Signature; G Date: lze)2C�
Phone#: L
Official use only. D not write in this area,to be completed by city or town:official.
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
CITY OF NORTHAMPTON
SETBACK PLAN
MAP: 4P LOT: Y
LOT SIZE:
REAR LOT DIMENSION V/ -Y7
KFARYARD
SIDE YARD f96 X SIDE Y VM—A Qa
FRONT :LIBACi:
FRONTAGE- a��- _
RDICATE LOCATION AND DI ME NSJ ONS OF tI OLS E,GARAGE.ADDITIONS OR ACCESSORY BUILDING. HE
SURE TOINCLUDE FRONTAGE AND LOT SIZE(SQUARE FEET OR ACRIZSI
The City of Notthampton
Building Department
' 212 Main Street
Northampton, Massachusetts 01060
Phone (413) 587-1240
Fax (413) 587-1272
CONSTRUCTION DEBRIS AFFIDAVIT
(FOR ALL DEMOLIT10N AND RENOVAT ION PROJECTS)
In accordance with the provisions of MGL c40, 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, sl 50A.
The debris will be disposed of in: r,
\
V '
Location of Facility3 Y l�(
plU� �
The debris will be transported by:
Name of Hauler /re ell
Signature of Applicant,: Date:
techno Metal Post1M.
Supporting plate -
Standard : CSA G40.21 -Steel '
1700,Setlakwe Street
6" (see note#6) Thetford Mines(QC)G6G 882
[ 152mm] CANADA
min, www.tachnometalpost.com
Existing soil
CONFIDENTIAL
THE INFORMATIONS CONTAINED
Steel shaft IN THIS DRAWING IS THE SOLE
PROPERTY OF TECHNO PIEUX INC.
_Model P1 : 1.900"x 0.145" [48.2mm x 3.7mm] ANY REPRODUCTION IN PART OR
AS A WHOLE WITHOUT THE Standard ASTM A500 grade C-Circular steel section PERMISSION OF ECHNO METAL POST
(see note#6) IS PROHIBITED
REVISIONS
DATE DESCRIPTION REV.
2616612613 Revised Load capacity. 1
Exclusive polyethylene sleeve
_J
7/L _ ( if required )
- 7/L -
Under depth frost
penetration. went
Actual pile length to be
determined by field
conditions and desired
loading capacity. Cllentadress
(see note#5)
3/8" [9.5mm]thick factory-welded helix
Standard : CSA G40,21 -Steel _
(see note#6)
Project
Drawing
Load Capacity Techno Metal Post
Maximum compressive bearing Lateral bearing Factored bending Model P1
ca aci 13 ca acit 24 resistance (Above ground light
SLS ULS SLS ULS structure)
lbs) (kN) (lbs kN Ib_s kN lbs.ftkN.m Approved by
6,800 30.2 9,520 1 42.3 225 1.0 1,010 1.4
NOTES: _
6"to 24" 1 The maximum tensile bad capacity can be obtained,corsen rthely,by halving the slues of the
[152 to 610 m m] bearing capacity in compression shown in the se tion table.
Helix diameter va ries 2 Tec lateral
Metal capacity
on the density of soil(to wlidam consun technical department of
according to soil
When the pile is laterally unsupported(soil very loose/soft,liquefiable soils,water and air),the
conditions and desired 3 stfuctwal strength of the pile must be appmwd by the technical department of Techno Metal Post.
loading capacity. Thewl
a uesofleteralca capacity am Date: Scale:
pa ty average wlues and can be mgdified.more or less.depending on
the characteristics of the existing son 31/oct./201 1 N/A
5 If required,piles may be Beb welded with extensions to achieve greater loading capacities in poor
soil conditions. Drawing no: Page number:
Helical pile and supporting pate are galwnized in compliance with standard ASTM A123/A123M-13 P 1-G-R 1-A SHEET 1 OF 1
6 with minimum 530g/m'
it fjo*%277-00-*�-, -
tech no Metal Past ���a�n9 °pd�T ���
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Engineering & Structural Load Loading I
Rotary Head : Model 212-200
Tension load bearing - Allowable Loading Chart
Torque (PSI)
Post model 500 700 1 900 1 1100 1300 1 1500 1700 1900 1 2100 2300
Helix Sizes
Minimum Tension Load (Ibs)
P1 1060 1767 2474 3180 3887 4594 5301 6008 6714 N/A
Helix sizes between 6" and 24"
P2 1060 1767 2474 3180 3887 4594 5301 6008 6714 7421
Helix sizes between 6" and 24"
P3 * 1060 1767 2474 3180 3887 4594 5301 6008 6714 7421
Helix sizes between 8" and 24"
P4 * 1060 1767 2474 3180 3887 4594 5301 6008 6714 7421
Helix sizes between 8" and 24"
P5* 1060 1767 2474 3180 3887 4594 5301 6008 6714 7421
Helix sizes between 12" and 24"
P6 * 1060 1767 2474 3180 3887 4594 5301 6008 6714 7421
Helix sizes between 12" and 24"
P8 * 1060 1767 2474 3180 3887 4594 5301 6008 6714 7421
Helix sizes between 16" and 24"
Notes : Depth may vary but as long as the psi (torque) need to confirm with the holding chart and also it need to be below the frost line (accordingly
to the building code of the area where the work will be done)
N/A : Load would be superior to the structural capacity of the post
* : It Is possible to obtained a minimum tension load higher than 7421 lbs for the Piles Model P3, P4, P5, P6 and P8 with a powerful equipment.
to c h n o Mett:al Post 1 •;���
1 f 059 f � �3
i of �
Engineering & Structural Loading I •rm i n at • A. COA
Rotary Head : Model 212-200
Compresion load bearing - Allowable Loading Chart
Torque (PSI)
Post model 500 700 900 1 1100 1300 1500 1 1700 1900 1 2100 2300
Helix Sizes
Maximum Compression Load (Ibs)
P1 2120 3534 4947 6361 N/A N/A N/A NIA N/A N/A
Helix sizes between 6" and 24"
P2 2120 3534 4947 6361 7775 9188 N/A N/A N/A N/A
Helix sizes between 6" and 24"
P3 * 2120 3534 4947 6361 7775 9188 10602 12015 13429 14842
Helix sizes between 8" and 24"
P4 * 2120 3534 4947 6361 7775 9188 10602 12015 13429 14842
Helix sizes between 8" and 24"
P5 * 2120 3534 4947 6361 7775 9188 10602 12015 13429 14842
Helix sizes between 12" and 24"
P6 * 2120 3534 4947 6361 7775 9188 10602 12015 13429 14842
Helix sizes between 12" and 24"
P8* 2120 3534 4947 6361 7775 9188 10602 12015 13429 14842
Helix sizes between 16" and 24"
Notes : Depth may vary but as long as the psi (torque) need to confirm with the holding chart and also it need to be below the frost line (accordingly
to the building code of the area where the work will be done)
N/A : Load would be superior to the structural capacity of the post
* : It Is possible to obtained a maximum compression load higher than 14 842 lbs for the Piles Model P3, P4, P5, P6 and P8 with a powerful equipment.
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