32C-234 (8) BP-2022-0855
94 HAWLEY ST COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot:
32C-234-001 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-2022-0855 PERMISSIONIS HEREBY GRANTED TO:
Project# KITCHEN RENO Contractor: License:
Est. Cost:
Const.Class: Exp.Date:
Use Group: Owner: DUVAL PAUL H
Lot Size (sq.ft.)
Zoning: URC Applicant: DUVAL PAUL H
Applicant Address Phone: Insurance:
P 0 BOX 956
NORTHAMPTON, MA 01061
ISSUED ON:07/20/2022
TO PERFORM THE FOLLOWING WORK:
KITCHEN RENO
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: n
y �
Mk � • }I�JJ 5911
j
v
Fees Paid: $325.00
212 Main Street, Phone(413)587-1240,Fax:(413)587-1272
Office of the Building Commissioner
r
/ ��
The Commonwealth of Massachusett V' .`
W
Board of Building Regulations and Stan ards jU, , 9 IPA/ITY
Massachusetts State Building Code, 78 CM I' (9O USE
Building Permit Application To Construct, Repair, R ov.'- *IFS. - olish a ��Revi ec M r 2011
One-or Two-Family Dwelling "'O�r gM��ovc,iF� '
This Section For Official Use Only °N An1o?oons
Building Permit Number: bP- A). - v S tS Date Applied:
Iti i. i Iii, '�as�as
Building Official(Print Name) Signature i'. ;/ Date
SECTION 1: SITE INFORMATION
1.1 Property Address: 1.2.Qrsessors Map&Parcel Numbers
qtf HMAlpy Sfi I' Z 10-41 ( /1►p� 3`LC- 134' occl
1.1 a Is this an accepted street?yes x no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
i`1 (Zsi„le 0+:Alf 0..16 Ac -
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
b' 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public pQ Private 0 Zone: Outside Flood Zone? Municipal ci On site disposal s;sstem ❑
Check if yesk
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record: 1'0 ac3K •
?,vL H -DovA L Norz,vE1AN VikyN , ) 01040 oCo61
Name(Print) City,State,ZIP
q LI RAW te tA J t. +4 1 'f(3 54 F 6208 .,th..-NivAL.0 eD+nC T -7
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED ORK'(check all that apply)
New Construction 0 Existing Building 0 Owner-Occupied Repairs(s) 0 lteration(s) 0 Addition 0
Demolition 0 Accessory Bldg. 0 Number of UnitsOther Specify: k alA tx {Gr1erXG-
/�,'ief De cription of Proposed Work': K;I is cG►.to /�'�. �jv.���,L e x,s r c Ab,A {
IKCSaI o.c� Gall S+C ei l; l"�Oa ( aS A.e.4 a 1oc.o..� i d-�o"^ 6.0t .
' Y V
aG���. � ,ter �i�
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1. Building $ ... , Opp 1. Building Permit Fee: $ Indicate how fee is determined:
2.Electrical $ El Standard City/Town Application Fee
a.1500 ❑Total Project Costa (Item 6)x multiplier x
3. Plumbing $ a, S 00 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5. Mechanical (Fire $
Suppression) Total All Fees: $ /
Check No.N11.3 Check Amount 3
6.Total Project Cost: $ til CSO1 tpv 0 Paid in Full 0 Outstanding Balance Due:
R� �,
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction per i 4r crf se(CSL) C5 -05 4443 070,7 oZDvlif
�v lL 5 License Number Ex irati Date
Namecvoil
L olderi1/4904 1 / CL
List CSL Type(see below)
No. et` ,/� T�.- Description
. _ /` 0/3 S 40POIP Unrestricted(Buildings up to 35,000 cu.ft.)
'"1 Restricted 1&2 Family Dwelling
City/Tow`l fate,LIP M Masonry
RC Roofing Covering
WS Window and Siding
64 Pf^43 SF Solid Fuel Burning Appliances
�I 3 '�� 'UG l rl I Insulation
Telephone v Email address D Demolition
5.2 Registered Ho Im vem contractor(H IC) / /t 3 b� , n 7 0/4
HIC Rration Number E irati Date
H y amP,OrI R gistr N e4 6 i®l(sii
.GOB
No. meet o(5s/ 1i3 J- `S , Email address
City/Town tate,LIP I 1 Telephone
' SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDA M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be co leted and submitted with this apt ation. Failure to provide
this affidavit will result in the denial of the Issuanc 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 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.
FR, K 1)4 U V 16/1,2—
Print Owner's or Authorized 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 unregisterec 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
Massachusetts '
t c
w? N t
t- ! Eye'„*#y DEPARTMENT OF BUILDING INSPECTIONS �-•S it j;
¢,\ler �r 212 Main Street • Municipal Building a.
,yam
\ _ Northampton, MA 01060 sb ': ���
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:
The debris will be transported by:
Name of Hauler: 77
Signature of Applicant: Date: 72 2 z
The Commonwealth of MassachusettsI
x writ`Nana+ Department of Industrial Accidents
re
'fi 1 Congress Street,Suite 100
c-.—1 .tor
-,� Boston, MA 02114-2017
, ._.. w ww mass.gov/dia
N rakers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers.
TO DE FILED Wm(THE I'ERWi ri IN(:Ate 1'HORE1 .
,i- Applicant Information Please Print t.eeibly
Name(l3usincssiO ganizationilndtvidual): 'Few l� 14 )>JV A1
Address: 9L 1-11wikY 3- 4 ?- SO Rio)( G156
City/State/ZipJ oRthAri 5+ W itloot Q 104 t Phone#: 40 4/3 -54 $ 6;kp 8 , .
Are}nu an employer?Cheek the appropriate boa:
Type of project(required):
la 1 am a employer with employees(fltll andior part-time).• 7. 0 New construction
21:1 I am a sole pruptietar or pannership and have no employees working for me in K. el Remodeling
any rapacity.[No workers'comp.insurama required.] ��-7
30 I am a homeowrner doing all work myself.(No workers'comp.irauranee required.)' 9. U Demolition
41. 4. am a homeowner and will be hiring contractors to conduct all work on my property. 1 will
10 0 Building additio
erasure that all contractors either have workers'compensation insurance or are sole 110 Electrical repairs or additions
proprietors with no employees. 12.0 Plumbing reppai or additions
so 1 am a general contractor and 1 have hired the sub-contractors listed on the attached sheet.
These subcontractors have employees and have workers'comp.insurance.; 13 Roof repairs
60 We ate a corporation and its officers have exercised their right of exemption per M i.c. 14.0 Other
152,f 1(4),and we have no employees.[No workers'comp.instance required.]
'Any applicant that cheeks box*1 must also fill out the section below showing their workers'compensation policy information.
r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
:Contractors that cheek this box mina attached an additional abort showing the name of the sub-ctirrut-actors and state whether or not those intuit%have
employees. If the sub-contractors hose employees.they must provide their workers'wrap.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy ad 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 expir tion date).
Failure to secure coverage as required under MGL c. 152,*25A is a criminal violation punishable by a fine up to S1,500.00
and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up o S250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA fo insurance
coverage verification.
t
I do hereby certify under the pains and penalties ofperJury that the information provided above is true and correct
ii—
Signature: Date: "1/6/2P 2-2-
Phone#: l3 5 f}% Era C7
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):
I. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector
b.Other
Contact Person: Phone#:
I
The Commonwealth of Massachusetts
)K•----fiiiii= I Department of Industrial Accidents
i. 1 Congress Street,Suite 100
`l 13#?; ► y Boston, MA 0211 d-2017
'm,.,inori,,4.s•" wr is mass.gov/dia
%%urkers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers,
TO HE FILED WITH THE PERMl'1'I'IVG AtlTHORFIV.
Applicant information Please Print LeeibIv
Name('Business,'(hgan tioa''lndh'idual):_ 0 k &•C e_ ' 5
n
Address: _41 5u a
City/State/Zip: O o LA-1 / C 13 I Phone#: �^��9 d6,1
,
Are you an employer?Cheek the pprapriate box:
Type of project(requied):
1.0 I am a e toyer with employees(tltll ardor part-time).• 7. irl New ' struction
2 m a sole proprietor or partnership and have no employees working forme in 8. emodeling
any capacity.[No workers'comp.insurance required_]
30 I am a homeowner doing all work myself.[No workers'comp.insurance requir iL)' y Demolition
4.C3 I am a homeowner and will be biting contractors to conduct all work on my property. I will I 0 Building additio
ensure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions
proprietors with no employees.
2.0 Plumbing repairs or additions
SC:3 I am a general contractor and I have hired the mib-eontraetors listed oa the attached sheet I 3 Roof repairs
These subcontractors have employees and have workers'comp.insurance.: p
6.O We are a corporation and its offers have exercised their right of exemption per MGL c. 14. Other
152.¢I(4).and we have no employees.[No workers'comp.insurance required.]
*Any applicant that checks box Ai must also fill out the section below showing their workers'compensation policy information.
f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new afftdae it indicating such.
:Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether Or not those entities have
employees.. If the sub-contractors has employees,they must provide 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.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers'compensation polky declaration page(showing the policy number and expl lion date).
Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to S1,500.00
and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up o S250.00 a
day against the violator. . opy of this statement may be forwarded to the Office of Investigations of the DIA fo insurance
coverage verification.
t
I do hereby cert y it , , th I gins , %penalties ofperjury that the information provided abov is t ue and comfrect.
II
Signature: /I r r,-----. Date::
D 7 °J a6V`
/
Phone#: A i 3 •8 :5l 06 /•5
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):
I. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing I pector
6.Other
Contact Person: Phone#:
City of Northampton
Massachusetts •~°�•c•
+ :G
j' �..�. , W SLR
DEPARTfr 'NT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building 0,4
k� t'ti~
Northampton, MA 01060 44`"' NNOC
HOMEOWNERS'EXEMPTION ELIGIBILITY AFFIDAVIT
I, ?ALA. N QV (insert full legal name), bo _ (insert
month, day, year), hereby depose and state the following:
PIA? 3, Vi5
1. I am seeking a building permit pursuant to the homeowners'exemption to the permit requirements of the
Massachusetts State Building Code, codified at 780 CMR 110.R5.1.3.1, in connection wit a project or
work on a parcel of land to which I hold legal title.
2. I am not engaged in, and the project or work for which I am seeking the aforementioned omeowners'
exemption, does not involve the field erection of manufactured buildings constructed in accllydance with
780 CMR 110.R3.
3. I qualify under the State Building Code's definition of"homeowner"as defined at 780 CMR 110.R5.1.2:
Person(s) who owns a parcel of land on which he/she resides or intends to resid , on which
there is, or is intended to be, a one-or two-family dwelling, attached or detache t structures
accessory to such use and/or farm structures. A person who constructs more than .ne home in
a two-year period shall not be considered a home owner.
4. I do not hold a valid Massachusetts construction supervision license and, except to the •xtent that I
qualify for and will abide by the Massachusetts State Building Code's requirements for the s pervision of
the project or work on my parcel, I am not engaged in construction supervision in connec on with any
project or work involving construction, reconstruction, alteration, repair, removal o demolition
involving any activity regulated by any provision of the Massachusetts State Building Code
5. If I engage any other person or persons for hire in connection with the aforementioned proje t or work on
my parcel,I acknowledge that I am required to and will act as the supervisor for said project or work.
Signed under the pains and penalties of perjury on this d day of Tui Y , 20 21.
(Signature)
/ -/
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Note:This drawing is an artistic Designed: 2/16/2022
interpretation of the general Printed: 2/28/2022
appearance of the design. It is not meant to be an exact rendition. 2020
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Note:This drawing is an artistic Designed: 2/16/2022
interpretation of the general Printed: 2/28/2022
appearance of the design. It is
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not meant to be an exact rendition. ( `
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Quote Form
2g
RK MILES INC -WEST HATFIELD
21 WEST STREET BINLL 1910
WEST HATFIELD MA 01088 r k M I L
413-247-8300 BUILDING MATFAI�.S�/ fPs'EI irn
Project Information (ID#6239231 Revision e 4,
#9720687) Hide
/ '�
Project Name: Quick Quote Quote Date: 6M/2022
Customer: Submitted Dat : •i ,.Y ICI' Q
Contact Name: PO#: QQ000 �� ^Cg''
i
Phone (Main):
Phone (Cell): Sales Rep Name: Joe Ringer
14111 i
Customer Type: Salesperson:
Terms:
Delivery Information '.> Hide
Shipping Contact: Comments: f•.
Shipping Address:
City:
State:
Zip:
Unit Detail Hide All configuration Options
Item:0001:20 Minute Neutral Pressure Fire 36"x 80"SSF160 RHI 6 9/16" Primed Location: Quantity: 1
4 Smooth Star 36"x80" Single Door 982.62
I
L IL
Configuration Options Hide
• Product Category: Residential Fire Doors
• Manufacturer: Reeb- Fire
Product Type: Residential Fire Doors
EXTERIOR •
Right-Hand Inswing • Unit Rating: 20 Minute Neutral Pressure
• Product Material: Smooth Fiberglass
• Material Type: Smooth Star
• Brand: Therma-Tru
• Configuration (Units viewed from Exterior): Single Door
• Factory Finish Option: No
• Slab Width: 36"
• Slab Height: 80"
• Model: SSF160
• Frame Material: Primed
• Apply Twenty Minute Label for Door: 20 Minute Door Label
• Add Twenty Minute Frame Label: Yes
• Handing: Right Hand Inswing
• Casing/Brickmould Pattern: Standard Brickmould
• Casing/Brickmould Type: Primed
• Ship Casing/Brickmould Loose: No
• Hinge Type: Radius x Square (Self Aligning)
• Hinge Brand:Therma-Tru
• Hinge Finish: Zinc Di-Chromate (Yellow Zinc)
• Jamb Depth: 6 9/16"
• Sill: Composite Adjustable
• Sill Finish: Mill Finish w Light Cap
• Bore: Double Lock Bore 2-3/4" Backset
• Strike Jamb Prep: Schlage/Baldwin Standard Prep
• Weatherstrip Type: Compression
• Weatherstrip Color: White
• Door Viewer: None
• Sill Cover: No
• Rough Opening Width: 38 1/2"
• Rough Opening Height: 82 1/2"
• Total Unit Width(Includes Exterior Casing): 40 1/4"
• Total Unit Height(Includes Exterior Casing): 83 3/8"
Item Total: $ 982.62
Item Quantity Total: $982.62
Unit Summary Hide
Item Description Quantity Unit Price Total Price
0001 20 Minute Neutral Pressure Fire 36" x 80" SSF160 RHI 6 9/16" Primed 1 $,1982.62 $ 982.62
SUBMITTED BY: SUBTOTAL: $ 982.62
ACCEPTED BY: TAXES ( %): $ 0.00
DATE: GRAND 1fOTAL: $ 982.62
Additional Information:
I understand that this order will be placed according to these specifications and is non-refundable.
All products are unfinished unless otherwise specified and should be finished as per the instructions provided
by the manufacturer.
Images on this quote should be considered a representation of the product and may vary with respect to
color, actual finish options and decorative glass privacy ratings. Please verify with sales asso iate before
purchasing.
Unless otherwise noted, prices are subject to change without notice, and orders accepted subject to prices in
effect at time of shipment. Prices in this catalog apply only to sizes and descriptions listed; any other
specifications will be considered special and invoiced as such.
aa
.0
e...........".... S 114C8 L 9:44 .•
, : ::, ; tit6tEmst ;47,ti_H7,_.....
nit Fitchanae St. 385 Cole Ave, ." ' St.
r k .i.H... LE ...,. : -: .M , , :,.,centon VT Iddlemiry,,VT Williamstown,M Hat,80 .,
. ' P41 W2-3824182 Pht8Q248847121 Ph: 413-458- 21 Ph: 4 3-24 8300
BUIL DI m.i3 m AnnuA LS S1)1441R .. Far ii0;462'70-4 Fai.0802488.26133- Fax 413-4 -5570 Fax 4 3-247- 38
r, .k.i•
i(ithen,Cabinetry Propos055
- :. . ..
•
.. :.
Proposal submitted to: *. Date:
. Greg Perchemildes . :. . . 3'28/2022
Street: Account#/Job Name;
52 Sunderland Rd 500615/Duval.
City,State,Zip: job Location:
Montague,MA 01351 94 Hawley St#2 Northampton NIA
Salesperson: ; Contact Name&.Nornber:
Dan Davis Perch646Mg1X0:01
5590615
--_ . - -
We hereby subinttsrtecifkations and estimates for:
Revised Quote::
Candlelight cabinet*per supplied measurements&discussion with Customer&.Contract,.,.. "Mission"
Full Overlay solid recessed panel door style with slab head in PG Maple with an"Aurora'WV -e'painted
finish. Full extension SOACIOse.10#4rawer slides, soft close hingeS,all cabinet grade plyw.•i construction:
(Pulls/knobs are not included)
Retail: $17,695.00 Contractor $16,295.00
Custom granite or tiwittitotitter tops per layont. Polished cutout for Customer.supplied . •4:er 1101.nt sink.
Back splash. Standard edge treatment;penell or bevel:. Template,delivered&installed.
Granite:
Classic Series: $34625.00
Premium Series: $4,250.00
Designer Series:. $4,895.00
. Quoit
• ClasSie Series: $4,450,00
Premium Series; $4,495.00
Designer Series: $4,895.00
*Does:not include tax
"RKM shall not be liable for loss, damages or delay in.furnishing materiels because of acts o God, labor
disputes or strikes, boycotts,weather conditions, shortages of energy or materials,public he:, th crises, wars or
hostilities,public accidents or disturbance*.or any other circumstance beyond its reasonable ontrol".
,
Salesperson Signature: Customer Signature:
Acceptance of Proposal
Estimate is valid for 30 days; VerificatfOn of all quantities,speOcations and sizing it*responsibility of theowne,,,builder,architect
Order will not be placed until a signed-copy of the eatimatais returned to rk MILES,inc, ALL SPECIAL ORDERS'' + NON RETURNABLE
, All special orders require a 60%depotitat the time thetroetiS placed or the Customer must have an in house,chatl e account. Deposits
: are payal)ig by cash check,aowt,oirred.it card.
Date.0(A0ceptancet
1
•
----------- - -- - ' ---- - - --- ——- v----
/1-- 199"
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199"
MI dimensions size designations This is an original design and must Designed:2/16/20221
given are subject to veriftcatiori on not be released or copied unless Printed:3/28/2022
job•site and adjustment to fit job applicable fee has been paid or job
conditions. 2 20 order placed.
•Perchemlides I All Drawing #: 1 No Scale.
199"
54'': ' 24" / 30" / 24" / 33" / 34 y / .
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AB dimensions_size designatio is This is an original design and must Designed: 2/16/2022;
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All dimensions size designations This is an original design and must Designed:2./16/2022
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All dimensims,size designations This is an original design and must Designed,:2/16/2022
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lab site and adjustment to ft job applicable fee has been paid or job
conditions. , , order placed.
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28 Inch Dual Mount Workstation Single Bo I `.\`'1\ SPECIFICA;TION SHEET
Stainless Steel Kitchen Sink
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Sink Dimensions u y ,
Overall Dimensions:28'x 22'
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Bowl Dimensions:26"x'16' ,r... .: S. . _ 4
Sink Depth: a
Features
16 Gauge Stainless Caen} Construction ra" +4 x'E;',. `-_ a$
• Dual Mo:.int Single Bowl. Sink , i t, a. 7' + h T' f
• Required M E-mmir Cabinet S:ze:33' Left to Right, 'tt,, i J ".� ,
24" Front to Back � A, .
• Rear Off-Se;Drain , .
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• 3 1/2 Drain Openings
• NoiseeDefenci Undercoating and Sound
Dampening Pads
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Accessories Included
• Strainer S:;-1
▪ Cover Cap STC-2
▪ Bottom Grid KBG-UN1-28 .1
• Cutting Board KCB-WS103BB
• Rolling Mat KRM-11BL
• Top Mount Cut-Out Template 28" (71 1.2mm)
Top Mount Hardware 26" (sso.amm)
5"
Optional Accessories iv fd1 3/8" (127mm) 3 112"
• Undermount Cut-Out Template ,) (35mm) I (89mm)
• i_lndermount Hardware - E I
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CODES/STANDARDS: s / E E
Product Certification R 0„ E - 2
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Top Mount installation is 1 1/2". k .
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Warranty _
Kraus Limited Lifetime Warranty
see website for details www.kraususa.com as � �` ��h�� '01 /� j
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CS Beam 2021.5.0.8 Duval 9-12-22
IQnBeamEngine2018.9.0.1 94 Holly St 7:14am
MateriaLs Database 1587
Northamptai 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 Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 4.7 PLF
Filename:Beam1
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0'0.00" 11'0.00' 30 10 Live
Point(LBS) Top 11'0.00" 191 64 Live
I
I\ T
/ /
17 0 0
a 0
/ /
17 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0 0.000" Wall SPF#3/Stud ac or 4x End-Grain(650psi) N/A 1.500" 484# —
2 17 0.000" Wall SPF#3rStud 2x or 4x End-Grain(650psi) N/A 1.500" 598# —
Maximum Load Case Reactions
Used for appbirg Pont bads(or be bads)to carrying rre r baa
Live Dead
1 336# 149#
2 431# 167#
Design spans
17'1.750"
Product: 1-3/4x9-1/4 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"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.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2622.# 6636.Yt 39% 10.99 Total Load D+L
Shear 556.# 3076.# 18% 17.06' Total Load D+L
TL Deflection 0.5771" 0.8573" LC356 8.5 Total Load D+L
LL Deflection 0.4090' 0.5715' L/503 8.5 Total Load_
Control:LL Deflection
DOLs:Like=100%Snov,F115%RDof=125%Wind=160%
Al product names are bade.arks of they respedrve osiers
Copyright(C)2018 by She...,Strong-Tie Corrpany he ALL RrGHTS RESERVED.
"Pasting s defined as when the member,floor ioi4,beam or Bide t drown on this drawng meets appkable design otera for Loads Loading Condferrs and Spans fisted on the greet.The
design mud be revered by a quarfied designer or design profesEional as required for approval.The design assumes product hdalation aarordhg to the manufacturers specifications
CS Beam 2021.5.0.8 Duval 9-12-22
lcmBeamEngvre 2018.9.0.1 94 Holly St 7:18am
Materials Database 1587
Northamptm 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 Building Code:IBC/IRC
Live Load: 40 PLF Deflection Criteria: U360 live,U240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 4.8 PLF
Filename:17 ftBeaml.K
Other Loads
Type Tab. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0'0.00" 4'3.00" 3'0.00" 30 10 Live
T T
/ /
4 3 0
0 C,
4 3 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0'0.030" Wall SPF#3/Stud2xor4x End-Grain(650psi) N/A 1.500" 274# —
2 4'3.003" Wall SPF#3/Stud2xor4x End-Grain(650psi) N/A 1.500" 274# —
Maximum Load Case Reactions
Used for appyng point bads(or ine bads)to carrying members
Live Dead
1 198# 76#
2 198# 76#
Design spans
4'4.750"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"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.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 301.1t 6979.Y# 4% 2.12 Total Load D+L
Shear 176.# 3159.# 5% -0.06' Total Load D+L
TL Deflection 0.0042' 0.2198" L999+ 2.17 Total Load D+L
LL Deflection 0.0030" 0.1465" LF999+ 2.12 Total Load L
Control:Shear
DOLs: Lire=100%Snovv=115% Roof=125%Wind=160%
Al product names are trademarks of thee respective owners
Copyright(C)2018 by Sirvrcxr Strong-Te Company Inc ALL RIGHTS RESERVED.
"Passings defined as when the rr ,ti nier,flooriaie,beam or gide r,shim on the drawng meets appkable design criteria for Loads,Loadng CondAbas and Spans feted on the Sleet.The
design must be reviewed by a quaffed designer or design professional as required for approval The design assures product nSalaton aaardnq to the manufacturer's epeafnations,