17C-054 (8) 156 CHESTNUT ST BP-2019-0835
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 17C-054 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: GARAGE BUILDING PERMIT
Permit# BP-2019-0835
Project# JS-2019-001382
Est. Cost: $68200.00
Fee: $433.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: HOMETOWN STRUCTURES 98186
Lot Size(sq.ft.): 19645.56 Owner: KRELL BENJAMIN&ANTONIA
Zoning:URA(100)/ Applicant. HOMETOWN STRUCTURES
AT. 156 CHESTNUT ST
Applicant Address: Phone: Insurance:
627 SOUTHAMPTON RD (413) 562-7171 WC
WESTFIELDMA01085 ISSUED ON.113112019 0.00.00
TO PERFORM THE FOLLOWING WORK.-CONSTRUCTION OF ATTACHED 12X12
BREEZEWAY AND 24X24 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 1/31/2019 0:00:00 $433.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2019-0835
APPLICANT/CONTACT PERSON HOMETOWN STRUCTURES
ADDRESS/PHONE 627 SOUTHAMPTON RD WESTFIELD (413)562-7171
PROPERTY LOCATION 156 CHESTNUT ST
MAP 17C PARCEL 054 001 ZONE URA 100)//
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICAIJON CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: CONSTRUCTION OF AT 12X12 BREEZEWAY AND 24X24 GARAGE
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 98186
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
V 3'/1 s l
Signature of 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,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.
EepIm �
City of Northampton S'00.0011- P
F
Building Department
iJ 212 Main Street30*
zKs
1 Room 100
1 Northampton, MA 01060
phone 413-587-1240 Fax 413-587-1272 P1r k
APPLICATION TO CONSTRUCT,ALTER, tEPA R,RENOVATE OR DEMO ISH ONE OR TWO FAMILY DWELLING q
SECTION 1 -SITE INFORMATION JAN 2 3 2019 C�. C 'Ot - Z
1.1 Property Address: T is S 'on to be completed by office
DEPT OF BUILDING iNSPECTION3
NORTHAMVjbJAA 0106 �Loty Unit
156 Chestnut Street, Florence, MA 01062 Zone Overlay District
Elm St District CB District
SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT
2.1 Owner of Record:
Benjamin&Antonia Krell 156 Chestnut Street,Florence,MA 01062
Name Print) / Current Mailing Address:
(914)954-2647
X ��IJ A Telephone
Signa ur
2.2 Authorized Agent: b 1 o F.S
CkAn 1 u i}iry I}�:ne ion n S +t fv irs 1 So�1���- }/�Jb l �cI tr.�=�+f;Y 1� ✓'1�
Name(Print) Current Mailing Address:
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building 68200 (a)Building Permit Fee
2. Electrical 0 (b)Estimated Total Cost of
Construction from 6
3. Plumbing 0 Building Permit Fee 3 3
4. Mechanical(HVAC) i
5. Fire Protection 0
6. Total=(1 +2+3+4+5) 68200 Check Number.
This Section For Official Use Only
Building Permit Number: Date
Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR)
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 filled in by
Building Department
Lot Size a'cre* s'
Frontage -1.25
Setbacks Front
55
Rear 75
Building Height
131d.g.Square Footage %
Open Space Footage %
(Lot area minus bldg&paved
of Parking Spaces
A. Has aSpecial Permit/Variance/Finding ever been issued for/on Lhesite?
NO �~��� DON7KNOVY YES �_��
�
|FYES, date issued:
|FYES: Was the permit recorded atthe Registry ofDeeds?
NO ���»�� DONT KNOW YES ��\
x�� - _ ~�� -__�=�^
IF YES: enter Book Page � and/or Document#
-- _ x~~� - __-
.
B. Does the dtecontain abrook body ofvvaLerorwetLands NO �Z�/ DON'T YV �~�KNOW YES �_»=�
�
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained »�� Obtained »�� Date Issued:
' �_� ' m�� ' '
��
C. Doany signs e�stonthe prope� �_�
y� YES NO
|FYES, describe size, type and location: '
D' Are there any proposed changes to or additions of signs intended for the property? YES �� NO
_-_
|FYES, describe size, type and location:
E Will the construction activity disturb .grading, excavation, orfilling)over 1 acre nris itpart ofacommon plan
that will disturb over 1 acre? YES ��� � NO ��V
��
IF YES, Ven a Northampton SUxmn VVa0ar Management Permit from the DPW is required.
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑./ Replacement Windows Alterations) Roofing
Or Doors 0
Accessory Bldg. ❑ Demolition ❑ New Signs [fes] Decks [[] Siding[p] Other[pJ
Brief Description of Proposed construction of attached 24'x 24'garage through a 12'x 12'breezeway
Work:
Alteration of existing bedroom .Yes X No Adding new bedroom Yes X No
Attached Narrative Renovating unfinished basement Yes x No
Plans Attached Roll -Sheet
sa.If New house and or addition to existing housing, complete the foilowina
a. Use of building : One Family x Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached? Proposed
720 24'x 24'garage and 12'x 12'breezeway
d. Proposed Square footage of new construction. Dimensions
e. Number of stories? 1
t. Method of heating? f1/h Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction traditional framing
i. Is construction within 100 ft.of wetlands? Yes X 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? A 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 X "(F-\ f i\ ti" c, �r�? j as Owner of the subject
property
Hometown Structures
hereby authorize
to act o y behalf, in all er elative to work authorized by this building permit 3Pp ication.
X X
Sign ture f weer Date
l 0 ' ' t� �.^��w� ��f '�� ,as Owner/Authorized
Agent hereby declare that the statenients and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
Print Name
9
Signature of Owner/Agent Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder: Andrew Kurtz
License Number
295 Bromley Road CS-098186
Address Expiration Date
Chester, MA 01011 8/3/2019
Signature Telephone
413-562-7171
9.Registered Home)Imnrovemcant Co1ntractors Not Applicable ❑
Company Name Registration Number
159662
Address Expiration Date
u)'_3 ,c'I /Yt I o yS Telephone `l 13 5/26/2020
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....... 0 No...... ❑
City of Northampton
�,1•� 4�5 �'. SSC
Massachusetts
DBPAR2NEW OF BUXZDZN G INSPECTIONS
212 Hain street • Muaicipal Buildiag yeti•, Vis'
worth ton, NX 01060
LOUIS HASBROUCK
BUILDING COMMISSIONER Effective July 1,2015
Phone: (413)587-1240
Fax (413)587-1272
Residential One and Two Family Building Permit Fees
httpWwww.northamptonma.wv/702Buildina-Department
Fees for work not listed will be determined by the Building Department
Any work beginning before a permit has been issued is subject to double fees and a stop work order removal fee
Hours of operation are typically Monday thru Friday 8:30 to 4:30,Walk-In hours are dosed at 12:00 pm Wednesday
Permit Fees are paid to the CITY OF NORTHAMPTON CHECKS OR MONEY ORDERS ONLY: NO Cash or Credit Cards
Checks or Money Orders Must Be Submitted with the Application or it will not be acted upon
To Be Processed,Applications Must Be Complete and Include ALL Required Attachments
All Applications Are Subject To Zoning Review.The Weekly Filing Deadline is 12:00 pm (noon)on Wednesday.
Building applications-Require a plot plan,floor plans,elevations,structural and energy information as appropriate
Sign applications-Require a photo of the existing elevation and a photo shopped placement of the proposed sign
Applications may be subject to Central Business,and or Historic and Demolition Delay reviews
It is the Owner's responsibility to verify property bounds and conservation issues
COMPLETE DEMOLITION Accessory Structure--------------------------------------------------------------------------------$30.00
One or Two Family House-----------------------------------------------------------------------$75.00
NEW CONSTRUCTION All Occupied Floors per sf---------------------------------------------------------------------------$.50
Floors,Walk-In Attics, Basements, Garages per sf_---------7-d-' s7-.f4;--1.20
Decks, Porches, Canopies, Porticos per sfi-------------------------------------------------$.20
NEW ACCESSORY STRUCTURE Free Standing Decks--------------------------------------------$.20 per sf, Minimum $50.00
Shed up to 200 sf zoning review--------------------------------------------------------------$30.00
Shed over 200 sf--------------------------------------------------$.20 per sf, Minimum $35.00
Tentover 200 sf--------------------------------------------------------------------------------------
Above Ground Swimming Pool-------------------------------------------------------------- $40.00
In Ground Swimming Pool-----------------------------------------------------------------------$75.00
REPAIR, RENOVATION.ALTERATION $6.50 per$1000 of estimated cost(rounded up)---------------------Minimum $65.00
SIGNS Wall Sign for Home Occupation---------------------------------------------------------------$40.00
SPECIALTY PERMITS Roofing----------------------------------------------------------------------------------------------------$40.0.0
Siding------------------------------------------------------------------------------------------------------$60.00
Non-Structural Door&Window Replacement------------------------------------------$40.00
Solid Fuel Burning Appliances-----------------------------------------------------------------
Sheet Metal--------------------$25.00 with building permit on site; Otherwise $50.00
SOLARRoof Mount---------------------------------------------------------------------------------------------$75.00
Ground Mount up to 8kw or 100%of demand-------------------------------------------$75.00
Ground Mount up to 200%of demand----------------------------------------------------$100.00
Ground Mount over 200%-----------------------------Use the commercial rate calculator
OTHER SERVICES Request For Zoning Determinatiorr---------------------------------------------------------$30.00
Home Business Review&Registration----------------------------------------------------
Replacement Permit-------------------------------------------------------------------------------$30.00
ContractorChanger----------------------------------------------------------------------------------$30.00
Temporary Certificate of Occupancy--------------------------------------------------------$75.00
Additional or Requested Inspections-------------------------------------------------------$75.00
Removal of Stop Work Order-------------------------------------------------------------------$75.00
Cornrwnw"Ith of Massachuse"s
Division of ProtessaniM Lice+swe
Board of Building RsVufatior►s and ftwWsrds
t:onstrtwtion Suporvrsor
CS-09E1a8Wires: ONd12019
ANDREW D KURTZ
295 BROMLEYJW
HUNTINGTON MA 010
Commissioner �/"�
Office of Consumer Affairs and Business Regulation
One Ashburton Place - Suite 1301
Boston, Massachusetts 02108
Home Improvement Contractor Registration
Type: LLC
HOMETOWN STRUCTURES,LLC Registration: 159772
Expiration: 05!2612020
627 SOUTHAMPTON RD
WESTFIELD,MA 01085
Update Address and Return Card.
office of Consumer Affair Business Regulation
HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only
TYPE:LLC before the expiration date. H found return to:
Reaistration Office of Consumer Affairs and Business Regulation
159772 05/26!2020 One Ashburton Place-Suite 1301
HOMETOWN STRUCTURES,LLC Boston,MA 02108
ANDREW KURTZ �� C
627 SOUTHAMPTON RD
WESTFIELD,MA 01085 Undersecretary Not valid without signature
\. L/66 %durrsnsvn►Y M"16 VJ Lr1f/JJslLfifiJ�'siJ _----.1
Department of IndustridAcckLents
Office ofInvestigations
1 Congress Siree4 Suite 100
Boston,MA 02114-2017
UV www mass-gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Aaolicant Information Please Print Legibly
Name(Busineworganization/Individual): Hometown Structures
Address:627 Southampton Road
City/State/Zip:Westfield, MA 01085 Phone#:(413)562-7171
Are you an employer?Check the appropriate box: Type of project(required):
1.❑✓ I am a employer with 15 4. ❑ I am a general contractor and I
employees(full and/or part-time).* have hired the sub-contractors 6. [1 New construction
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have 8. ❑Demolition
working for me in any capacity. employees and have workers'
# 9. ❑✓ Building addition
[No workers'comp.insurance comp'��ce' 10. Electrical or additions
required-] 5. ❑ We are a corporation and its ❑ repairs
3.❑ officers have exercised their I am a homeowner doing all work 11.❑Plumbing repairs or additions
myself.[No workers'comp. right of exemption per MGL 12. Roof
insurance required.]t c. 152,§1(4),and we have no ❑ repairs
employees. [No workers' 13.❑Other
comp.insurance required]
*Any applicant that checks box#1 must also fill out the section below showing the 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.
tr—ontractors that check this box mmst 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.
Ian an employer drat is providing workers'compensation insurance for my employees. Below is thepolicy and job site
information.
Insurance Company Name:Berkshire Insurance Group
Policy#or Self-ins.Lic.#:AWC-400-7028459-2018A Expiration Date:11/27/2019
Job Site Address:156 Chestnut Street City/State/Zip:Florence, MA 01062
Attach a copy of the workers'compensation policy declaration page(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 insurance coverage verification.
Ido hereb cern under the and o dud the in ormation provided above is true and correct
Si Date 1-16-2019
Phone#:413-562-7171
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):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
INFORMATION PAGE
A.I.M. Mutual Insurance Company
54 Third Avenue, Burlington, Massachusetts 01803-0970
(800)876-2765 - NCCI NO 26158
POLICY NO. AWC-400-7028459-2018A
PRIOR NO. AWC-400-7028459-2017A
ITEM
1. The Insured: Hometown Stuctures LLC
DBA:
Mailing address: 627 Southampton Road FEIN:**-***6332
Westfield,MA 01085-0000
Legal Entity Type: Limited Liability Company
Other workplaces not shown above: See Location
2. The policy period is from 11/27/2018 to 11/27/2019 12:01 a.m.standard time at the insured's mailing address.
3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the
states listed here: MA
B. Employers'Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A.
The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident
Bodily Injury by Disease S 500,000 policy limit
Bodily Injury by Disease $ 100,000 each employee
C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B
D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE
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.
Classifications Premium Basis Rates
Code Estimated Per$100 Estimated
No. Total Annual Of Annual
Remuneration Remuneration Premium
1
INTRA 000337067
INTER SE CLASS CODE SCHEDULE
i
Minimum Premium $500 Total Estimated Annual Premium $14,697
GOV GOV Deposit Premium $15,240
STATE CLASS
MA 2802 State Assessments/Surcharges
_._ $14,186.00 x 3.83000/0 $543
This policy,including all endorsements,is hereby countersigned b �--'�` '" - 11/28/2018
Authorized Signature - Date
Service Office: Berkshire Insurance Group Inc
54 Third Avenue P O Box 4889
Burlington MA 01803 Pittsfield,MA 01202
WC 00 00 01 A(7-11) -
Includes copyrighted material of the National Council on Compensation insurance,
used with Its permission.
City of Northampton
-•� Massa.chusetts meati' 99, f
R
DWARTJMNT of sasLDnFG zxspzCTIoxs
212 Main Strut *Municipal Building
Northampton, MA 01060
Debris 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 facility, as defined by MGL c 111, S 150A.
The debris from construction work being performed at:
is(., C4si,j s+ �, F/ot:-pc,, ,Ma
(Please print house number and street name)
Is to be disposed of at:
USA H,j2C (�—: n{.,)j CI 6 (coY,)
(Please print name dnd location of facility)
Or will be disposed of in a dumpster onsite rented or leased from:
(Company Name and Address)
Signature of Permit Applicant or Owner Date
If,for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the
Building Department as to the location where the debris will be disposed.
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------ --- -
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,4-0-0 63-2 12-0-0 17-8-14 24-0-0 ,25-0-0,
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TCADING(� 38A SPACING- 2." --_�-- CSI -- DFA-- In (loc) YM Lid PLATES GRIP ---
Snow(�S)482AOA Plate Grip DOL 1.16 TC 1.00 verhu) 4.18 8.10 )009 240 MM 1071144
$now t0A Lumber DOL 1.16 SC 0.84 Vwl(CT) .026 2.10 )-M 180
TCDLRep SheasIner YE8 WB 0.23 Hori(CT) 0.06 6 ria Na
BCLL OA• CodaIRClM8WMM4 Mew-SHWNght:44te FT-10%
BCDL 10.0 _- L
L[N ISER-
TOP CHORD 2M SPF No.2 3)TCLL:ASCE 7-10;Pr-08.0 pat(root b'w load:Lumbar DOL-1.16 Plate DOLr1.15):PS-M pd
BOT CHORD 2x4 SPF Nog
WEBS 2x4 SPF Not (Ground Exp.; t-i.i pd(gct roof snow:Lrenbw DOU1.1a Piab DOL-1.16);Category S;6qt B;
BRACING 4)Unbalift Exp.;CtH.1
4)Unbalanced arrow loads have been contkbrsd for this design.
TOP
CHORD
wood sheathing antsy applied. 6)ThIsbuss has bean daslpnad for paaOar d min rod IM bad d 12.0 pd w 1.00 6nm gat roof
ShuctOT CHORD bad d 462 pd on ovwtwW nonconcun M with other Ilea lads.
B
BOT CHORD
directly applNd or 10-0-0 a bracing. g)Thb buss hes ban dsslenad fora 10.0 pd bottom chord IN*bad nonconcrarom with any other
on bads.
REACTIONS.(OrNlrs) 7)•Thle puss has been designed for a IM bad of 20.0psf on the bottom chord In a8 areas where a
80
2 r 1097A44 (min.0.241)t) rectangle 3tell by 2"wide wM M Wmen the bottom chord and any other nbara,with
BC pef.
6 1097064 (min.0.24i) Provide
rr
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PabM ilhea
tenng 176
Max Uplat 176"8) b upBR efjobrt 2 and 178 Ib upBR d Johd t
g 47e(l C 9)This buss N designed in accordance with the 2015 International Residential Code eeatlons
Max Om 8602.11.1 and R602.102 and referenced standard ANSyfM 1.
2 1097(LC 1) 10)All Mabe 20 Gauge Unless Noted
g - 1097(LC 1) LOADCASE(S)
FORCke. Ph)-Max.Cw*MAoL Tan.-AN form 260 Ph)or Was except when shovm. slamdlrd
TOPHORD
2-3-,77281214,3444 2367/226,44-23!{7/12e,"-27=14
BOT CHORD
2-10-if)MI 00,8.10-1211624 64-IMM
WEBS
3.10-744M30.440-37)W 44-47Ar8,64--744/130
JOINT STRESS INDEX
2-0.71,3-0.38,4.0.71,6-0.38,41.0.71,8.0.66,0-0.63 and 10-0.66
NOTES- (10)
1)This buss hes been checked for u go. rod Ihro bad only,except as noted.
2)Wind:ASCE 7.10;~20mph 04econd gust)Vaed-06mph;TCDL-6.0paf;BCDL-6.OpM,h-10g;
Cat 11;Exp B;encloeed:C•C 6dsdor(2)4-"to 244,hdwior(1)2."to 0-04 Exbrlor(2)0-0-0 to
U.",Intedor(1)1684 to 22-";andlewr leg and right exposed;Lumber DOL-1.09 plate grip
DOL-1.00
----------_._. - ... - --- --- - ._- - -- - - -- - -----
Trux - - _ [Truui.p - Qa p, _ !H0MET0Wk/KRELL■FLOREkM MA
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1-0-0' 12-0-0 12-0-0 1-0-0
4x4 scab■1:38.1
8
7 S
28 �
6.00 12 6 10
27 80
5 11
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2 14
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5x6=
24-0-0
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TCTCLL
LOADING
363 ploy�P ppl 1.13 Tc 0.11 v -
Snow��)�.M 0 SPACING.Grip 2-0-0 CSL �) 0.00 In X14 0 nh 120 MT20 1�"
TCDL 103 Lumber DOL 1.15 BC0.06 Vst(CT) 0.00 14 nfr 60
BCLL OA• Rep Sties Ina YES Wa 0.15 I Hm:(CT) 0.00 14 We We
SCDL 103 Code IRCMUTPM014 MWk-BH Wsighi:96 b FT■101E
LUMBER-
TOP CHORD 2x4 SPF Not
BOT CHORD 204 SPF Not sb Su3)Truss designed for wind loads e plans of the buss only.For ds Weexposed to wind
WEBS 2x4 SPF No.2 bum b as�� aY GlabN End Details a applicable,a consult;qusNllad
i.
BRACTOTHERS Bot SPF NoJ! 4)TOLL:ASCE 7.10:Pr■35.0 psf(roof law load:Lumber DOL-1.15 Plate DOLr1.15);PrW.0 pot
TOPCHORD BRACING.
(ground snow);PM462 pat(Bet roof snow:Lumbo DOLxl.16 Pleb DOL■1.16):Category N;Exp B;
Structs al wood sheathing dlreetly applied or 6-0-0 oc purdns. Partially Exp.;CMA
BOT CHORD 5)Unbelrrad snow Iwris have boon considered for this design.
Rigid coiling dhsody applied or 104W oc bracing. 6)This hose hes been designed for geater of min roof live load of 12.0 psf or 1.00 rimes flat roof
bed of 463 psi on awrhangs noneorsamni with obs Ilw bads.
REACTIONS.Al bearings,21-04. 7)M pbM we 2x4 MT20 unless otleredse bndleated.
0Wb requires continuousbottom chord besdng.
(b)All Lq MR 100 b or las at joint(s)$14,22,23,24.26,26,20,it, 0)Oabla studs sp ced at 2414 so.
18,17,16 10)This buss hes been designed for a 103 pet bolEan chord On bad nonconc rued with any
Mexam 1�This been designed for a On bed of 20AW on fle bottom chord In all sees whore
In loads.
All Matbne 2611 3 0 lees),23- s121 swept 2�462(LC 1), s rectangle 3-0-0 W by 2410 We will fit babseen the bottom chord and any other members.
20456"11122x3766((11),,10 46(LC 112 2t�Qd4(LC 11),.17- ((L 1) 12)hwAde males"conrnsollon(by odwa)otirues to besbq plate capable dwtlMtendlog
' soo7a(Lc 12),16■346(Lc 12�18�84(L C 12),171l67(LC 1), 100 b upM at)olnt(s)2,14,22.n.24.25.26,20,ill,10.17,10.
13)This true Is designed In accordance with the M5 International ResWen0el Cods seadons
FORCES. (Ib)-Mex.CompAUx Ten.-NI farcas 250(b)or less except when shown. MU11.1 cad R6oi102 and reWei standard ANSM I.
WEBB 14)All Plates 20 Gouge Unless Nobel
7-22-3361"119,11-23-3011M.]3~3061/1,6,20-3m16,10.16■J061'" LOAD CAOqS)
JOINT STRESS INDEX Standard
2■0.34,3■0.38,4■0.36,5■036,6■CM,7■0.36,8.031,6■0.38,10.0.36,11■0.38,12■
0.36,13■0.38,14■0.33,16■0.36,17■0.38,ill■036,16■GM,20■US,21■0.38,22■0.22,23
■036,24■0.38,25.036 and 20.038
NOTES- (14)
1)This tress has been cheated for uniform roof law load only.except as noted.
2)Wind:ASCE 7-10:Vult•120rrph(34scond gust)Vaed-86mph;TCDLr6.OpaF,SCDL■5.Ws1;h■101t;
Cat 11;Exp B;enclosed:CC Corner(3)4-04 to 20-0,Exbdor((2)24114 to 0-0-0.Com8(3)6-0-0 to
124-0,Exbrior(2)15"to 224-0;cwMbvsr left and right exposed;Lumber DOL■1.60 plate gdp
DOWA0
Hometown Structures CONTRACT
627 Southampton Road December 14,2018
Westfield,MA 01085-1329
(413)562-7171
(413)562-4747 fax
www.hometownstructures.com
Benjamin&Antonia Krell
156 Chestnut Street
Florence, MA 01062
(914) 954-2647
b8t8kOaol.com
REF:Proposal for 24'x 24'garage attached through 12'x 12' breezeway to be constructed onsite
DEMOLITION:
Includes demolition and removal of existing garage.
• Does not include removal of contents.
• Assumes the concrete floor is a slab(only)without a frostwall and footer. If there is a frostwall
and/or footer to remove,additional costs will incur.
EXCAVATION/CONCRETE/FLOOR:
Includes excavation and concrete foundation for both the breezeway and the garage.
• Hometown will call DigSafe for a utility inspection
• excavation and backfill
• rebar&rewire to code
• 8"x 16"foundation footer
• foundation wall 8"x 48"
• Floors:
o Garage:4"concrete slab sloping towards garage doors
floor of garage to be approx 16" lower than floor of breezeway/house
o Breezeway:no concrete;will be a wooden floor
framing to meet code(possibly 2x8, 16"on-center)
keep the grade low to increase crawl-space
"Friendly craftsmen exceeding expectations every day!"
WA
• 2x6 framing, 16"OC
o Breezeway:8'studs(actual floor to ceiling to be approximately 8'8")
* breezeway floor to ceiling measurement may be reduced to as low as 8'if needed to
avoid interference with existing house gable window above
o Garage: 10'studs(actual floor to ceiling to be approximately 10'8")
• pressure treated single sill bottom plate
• double top plate
• housewrap
• white vinyl siding Fairway double-four with wood-grain texture
• firewall per code between breezeway and garage
(insulation also included behind the firewall,because this section will need insulation anyway)
ROOF on garage:
• common trusses 24"on-center
• %" plywood
• IKO Cambridge Dual Black(30-year architectural)
• ridge vent and soffit vents
• 6/12 roof pitch
• 12"overhangs on all sides
ROOF on breezeway:
• rafters 16"on-center
• W plywood
• IKO Cambridge Dual Black(30-year architectural)
• ridge vent and soffit vents
• collar ties at top of wall
• 4/12 roof pitch
• 12"overhangs on all sides
"Friendly craftsmen exceeding expectations every day!"
DOORS and WINDOWS:
• six doors
o two steel Overhead Door 181 series garage doors, long panel,Stockton II windows
(10-11te) in top row,without decorative hinges/handles,white,9'w x 8' h,with garage
door openers
o rear of garage:one 36"x 80"single entry prehung F-K style steel door,white,
out-swinging, hinge on right(facing from outside)
o front of breezeway:one 36"x 80"single entry prehung F-K style steel door,white,
in-swinging, hinge on left(facing from outside)
o rear of breezeway:one 36"x 80"single entry prehung F-K style steel door,white,
in-swinging, hinge on right(facing from outside)
o between garage and breezeway:one 36"x 80"single entry prehung F-D style steel door,
white,swing into breezeway, hinge on right(facing from breezeway) *
*customer is aware of conflict with the way two doors swing in the breezeway
o all swinging doors to have brushed nickel finish on handles(not knobs); including
matching deadbolt with key outside;all keys to match for handles and deadbolts
• four windows
o two windows in garage:36"x 40",white vinyl,six-over-six,white GBG(grids between
glass),single-hung,with screens,with black louvered shutters, minimal insulation value
o two windows in breezeway:approx 32"w x 60" h (TBD),wood-frame,
fifteen-over-fifteen (S wide,3 high),white grids on outside, single-hung,with screen,
with black louvered shutters,good insulation value, replicate existing house windows as
much as reasonably possible
CONNECTION to house:
• includes an allowance of$2,000 for the existing smoke alarm system in the house to be
expanded into the breezeway and garage
• includes renovation of framing on south gable wall of house(between house and breezeway)to
replace existing window with an opening(no door)
• includes closing the existing entry door into the house on the south gable wall
• includes removal of existing siding and replacement of vinyl siding on south gable of house
• includes necessary repairs to roof/wall on rear of house where existing garage is currently
connected
OTHER:
• Because garage floor is approx 16" lower than breezeway,this contract includes a single step 48"
wide, 12"deep, 8" high.Wooden railing included.
• The project will conform to the MA state building code.
• All work shall be performed in a timely and workmanshiplike manner.
• includes all materials,labor,driving time,debris removal,and sales tax
"Friendly craftsmen exceeding expectations every day!"
NOT INCLUDED:
• building permit if in excess of$500
• insulation
• interior walls
• interior finishing
• heating
(if code requires heating for breezeway,that will be additional to this contract)
• no porch/steps/deck,etc...on the front of the breezeway; may not be easily accessible due to
grade until this is complete
(if code requires otherwise,we will consult with customer to find an agreeable solution)
• gutters
• electrical wiring
• finish excavation/landscape/seeding
• plumbing
• driveway
• legal fees, i.e. rezoning,survey,etc... (if applicable)
PROJECT AS DESCRIBED:
$25,175 garage
$18,400 breezeway
$ 7,000 demolition and removal
$ 2,000 allowance for smoke detection system
$ 1,000 revinyl south house gable wall
$14,625 concrete and excavation(non-taxable)
500 building permit(non-taxable)
$68,700 subtotal
1,900MA sales tax($30,400 taxable)
$70,600 grand total
PAYMENT SCHEDULE:
$ 6,500 down-payment to make this an order
$20,000 when groundbreaking begins
$20,000 when framing begins
$20,000 when roof shingling is complete
$ 4.100 on completion
$70,600 grand total
7
Be Toni Kre
"Friendly craftsmen exceeding expectations every day!"