HomeMy WebLinkAboutBuilding Permit #1047-15 - 135 RALEIGH TAVERN LANE 5/1/2018 NORTH q BUILDING PERMIT o? � "O TOWN OF NORTH ANDOVER �o 4 APPLICATION FOR PLAN EXAMINATION Permit NO: v /7–� Date Received � ATfp Date Issued: 9SSACHUS IMPORTANT: Applicant must complete all items on this page LOCATIONS 12111-6-16 ,4-t �✓1✓d /`� � 6� Print " PROPERTY OWNER ` 1,–t3L7=A 91-- ! 1G._JtJL/ Print MAP NO: 1�� F-°PARCEL012-- ZONING DISTRICT: Historic District yes <1 !Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Resioential Non- Residential 11 M1 ❑ New Building One family ❑ ddition ❑ Two or more family ❑ Industrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic o Well _0 Floodplain p Wetlands _a Watershed District____ J1 11 Water/Sewer 26-,-A0 d Ai-t5r_ Ur w �- >-� u 1---)i A3 6: A-t— D 61 Oran n ov A-c_ 12E 4TrLU c-Tu Ai*(_ W AticJ E.0 11) c ry 5 cY}zLc n�Cr P--1 t;Ny c t2s� crF�r✓�' �-3v v 6) cv-) w,ry 6ow � �b jnmti es (_3 A-C cL i Identification Please Type or Print Clearly) OWNER: Name: --/Zl iL t Z)6-13r-'1JF k JuLr/'J Phone: Address: !3S 12Az_s-,61+ `7—v`h/6y2-,i-i L4"6— CONTRACTOR 6— CONTRACTOR F-Name: Phone: 6/7-7/ L� Address: me Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: 12w-�- /00143317- 6 Lz`f zz0 ARCHITECT/ENGINEER AT/i61, J6­5,E Phone: 7-9 77/-1330 Address: -70 i Reg. No. S� FEE SCHEDULE:BOLDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$$�125.00 PER S.F. Total Project Cost: $ 1_1 . 00 FEE: $ l 5-cv- Check No.: Receipt No.: �Vq2 0 NOTE: Persons contracting with un istered contractors No not have access tot e g ran Signature of Agent/Owner 4 Signatureof contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ I COMMENTS { 1 CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS 1 Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes r Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit 1 DPV�Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT` Temp D mu p e onsite y��e's ONE Located at 1®24 Main Street �' '`1 1 � sr 2 ,5 " is <.s �,� tit } '✓�fi?�`ty4�t#y ,' aa' .• A Fire Department�ignafure/date J4 r - �iF�`iY'� s ? '' R tg x "�s x' 'f trt x,, f •,,,,±., Y }r$7 ,'+' i s tid Cr7t i •' c4h y, Fs: 2`"' x g.TTS' ��� tia". t` rM+ �s. ��yE"#+� ,�a" "Yt'_.*i'3.!'°�? d.M�i,i., R��1 �',e-„�I�++ � $i• � 'e'+ -�.�".. z �z3:i:..' R,°'L4 '..:A*' '.. C('�OMMETS x . �_., # A Nyjat sa a4a # yew , sL '} Y �n n� # xr_ yi ft •7. +r i II Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop q pp requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ® Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And, C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 4, Building Permit Application 4 Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses 4, Workers Comp Affidavit • Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) • Copy of Contract 6 2012 I ECC Energy code 4� Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from'Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location No. L 7 /� ' Date f� . - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ r Other Permit Fee $ TOTAL $ ` Check# 3� _ r - uil>ing Inspector Final Construction Control Document N W To be submitted at completion of construction by a ' d Registered Design Professional h est for work per the 81h edition of the �7M SJOv� Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 135 Raleigh Tavern Lane Date: 07/14/15 Permit No. Property Address: 135 Raleigh Tavern Lane Project: Check one or both as applicable: ❑New construction X Existing Construction Project description: Renovation of a single family dwelling I Daniel Webb MA Registration Number: 40752 Expiration date: 06/30/16 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor i r ponsibility regarding the provisions of 780 CMR 107. �P"";OF t�gssq Enter in the space to the right a"wet"or. DANIELVJ. s electronic signature and seal: STT RAi. 0752 Ff Phone number: 781 779 13305 MAt �' Email: dan@webbss.net Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 1073740.00 m $ - $ 1,292.88 Plumbing Fee $ 161.61 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 161.61 Total fees collected $ 1,716.10 135 Raleigh Tavern Road Kitchen Remodel 144645 on 6/11/2015 NORTH own o EAndover 0 - No. ®� - �` h ver, Mass O K@ COG"IC.RWIC" y1. s L1 BOARD OF HEALTH Food/Kitchen PERM17 T LD Septic System `,CC,�/�� �/ BUILDING INSPECTOR THISCERTIFIES THAT ..... .................................................................................. ................................. has permission to erect .......................... buildings on ..: :'... " .. .o:S.F.!. .�j..../. .�/F..!: ..`,� ...�:.... Foundation Rough j moi` 4R e' Q c�G LJ�/V to be occupied as ...................................................... .......................................................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the.Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO ARTS Rough Service .............. ........ ....... .... .. . . ... ............ Final v BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. This contract is made between The Company, Lee Kimball Kitchens, Inc.: d/b/a P, LEE KIMBALL DESIGN • BUILD w CELEBRATE PO Box 617,Reading,MA 01867 781-838-6100 Federal Employer ID#043039027 Account Executive: Bruce D.Johnson Contractor Registration#100837 .....................................................................................................................:................................................................................................. And The Client: This contract is subject to the provisions of MGL C142A which regulates home improvement. For inquiries regarding Erik and Debra Julin ' Contractor Registration please contact: 135 Raleigh Tavern Lane Administrator, Home Improvement Contractor Registration North Andover, MA 01845 One Ashburton Place, Room 1301, Boston, MA 02108 978-258-0931 617.727.8598 :................................................................................................................................................................................................ _.................... ; 1. Contract Documents--the contract documents include the terms of this remodeling contract and, by reference, the provisions of the other documents listed below: (Copies of these documents are attached to this contract.) The contract, plans, and specifications are intended to supplement each other. If these documents conflict, however, the specifications shall control the plans, and the contract shall control both. Contract documents: No.of Title Date Pages Signed A. Plans by Lee Kimball numbered 141113, Pages A101- A103, SC101 &E101 6/3/15 5 tw— The B. Specifications by Lee Kimball numbered 141113 6/3/15 3 C. Owner Supplied Material Disclaimer 6/3/15 1 D. Notice of Cancellation 6/3/15 1 E. Pre-renovation Lead Form 1 following schedule will be adhered to unless circumstances beyond The Company's control arise: Work Scheduled to Begin: June 22,2015 Expected Date of Completion: September 10, 2015 2. Description of Work—The Company will furnish all labor in accordance with the NAHB Residential Construction Performance Guidelines, materials, construction equipment and machinery necessary to complete certain alterations and improvements in accordance with the plans and specifications upon the following described property: 135 Ralei h r ane, North Andover, MA 01845. Client acknowledges receipt of aforementioned guidelines This contract does not include the following tasks: A. Changing electrical service or any other electrical equipment that is in violation of applicable electrical or building codes. B. The identification, detection, abatement, encapsulation, handling, or removal of any hazardous material as defined by the Environmental Protection Agency (EPA) that is present on the site prior to the time of commencement of the work described in this contract. The Company reserves the right to stop work until such materials are properly removed. 3. Contract Price—In consideration for the work to be performed by The Company, The Client shall pay The Company the sum of One Hundred Seven Thousand Seven Hundred Forty Dollars ($ 107,740.00) (subject to additions and deductions by written change order). This contract price is based on the cost of the work as defined by the plans and specifications. The cost of the work not specifically defined by the plans and specifications has been added into the contract price by budgeting an allowance for each item. A list of these allowances is attached to this contract and is incorporated into it by reference. If The Client' selections and/or actual construction costs result in costs exceeding the budget allowances, The Client agrees to pay The Company such additional costs. If The Client's selections and/or actual costs result in costs less than the allowances, The Company agrees to credit The Client for the difference. The contract price shall be payable as follows: $ 17,000.00 Deposit due at contract signing $ 20,000.00 Due to start construction $ 20,000.00 Due upon rough inspections $ 20,000.00 Due to install wood flooring $ 20,000.00 Due upon installation of counter tops $ 10,740.00 Due upon substantial completion (Substantial completion occurs when the work is suitable for its intended use) 4. Cancellation of Contract— The Client understands that the products described are specially designed and custom built and that The Company takes immediate steps upon execution of this Agreement to design, order and construct those items set forth herein; therefore should the contract terminate for any reason, The Client understands they are responsible to make payment for all custom materials 5. Final Payment and Inspections—Upon notification by The Company of substantial completion of the work, The Client and The Company shall inspect the work performed and at that time The Client and The Company shall prepare a Remaining Items List that identifies any deficiencies in workmanship or materials. The Client may retain the value of the Remaining Items List work from the final payment until the Remaining Items List items are complete. 6. Application for Payment—The Company shall prepare and present invoices for The Client when payments are due under the provisions of paragraph 3 above, payable upon receipt. Payments due and unpaid shall bear interest at the rate of one and one half percent(1.5 %)per month. The parties agree that this late charge represents a fair and reasonable estimate of the costs The Company will incur by reason of the late payment by The Client. If any payment is not paid when due, and if The Company has provided a written demand to The Client for payment, The Company may suspend the work until such time as all payments due have been paid without The Company being in breech of contract . Demobilization of the contract for nonpayment shall toll the schedule pending receipt of payment. 7. Time of Performance and Financial Arrangements—The Company shall commence work under the provisions of Paragraph 1 after signing this contract,but not until The Client has made financial arrangements that are satisfactory to The Company. The Company shall substantially complete all work under this contract under the provisions of Paragraph 1, subject to the following delays: failure to obtain all necessary building permits and other approvals within a reasonable length of time, acts of God, weather, strikes, owners' change orders, acts of neglect or omission by owner, changes caused by inspectors of governmental agencies, or other causes beyond The Company's control. If The Company is delayed at any time in the progress of the work as described above, the completion schedule for the work or the affected parts of the work shall be extended by the same amount of the time caused F by the delay plus remobilization time. i i 8. Owners' Responsibilities—The Client shall secure and pay for any easements, variances, zone changes, necessary modifications of restrictive covenants, or other actions. The Client will indicate the property lines to The Company and will provide boundary stakes by a licensed land surveyor if The Client is in doubt about the property boundaries. The Client assumes all responsibility for the accuracy of the boundary markers. The Client agrees to make drinking water and toilet facilities available to The Company, The Company's employees, and subcontractors or to pay The Company for the cost of rented units. The Client shall pay for assessments, hook-up charges, connection or tapping fees required by public bodies or utilities and for electricity, water, gas, sewers, and other utilities required for the work to be performed. 9. Acceptance of Deliveries—The Client agrees to accept delivery of the product or products when ready. The risk of loss, as to damage or destruction, shall be upon the Purchaser upon the delivery and receipt of the product. 10. Permits,Licenses and Other Approvals—The Company shall obtain and pay for all local building And construction permits, licenses, governmental charges and inspection fees, and all other approvals necessary for the work, occupancy of permitted of permanent structures, or changes in existing structures that are applicable when the contract is signed, except as provided otherwise in this contract. 11. Change Orders= During the course of the project, The Client, without invalidating the contract, may order changes in the work consisting of additions, deletions, and modifications. (The contract sum and the contract time will be adjusted accordingly.) All such changes in the work shall be authorized by a written change order signed by the parties. If the property is owned by more than one party, then all interested parties must sign all change orders over $500.00. The Client agrees that changes resulting in the furnishing of additional labor or materials shall be paid for prior to commencement of the extra work. If the change is required for work to proceed, the Company shall not be obligated to continue performance until all orders are properly executed and signed. ,The Company will not be liable for delay costs in this circumstance. The Client shall be responsible for out of pocket costs, including lost ogFQF4*144ies and su isory costs as a result of delays during pendancy of change order execution. V 12. Access—The owner sh 1 grant free access to work areas for workers-and vehicles and shall allow areas for storage of materials and debris. Driveways shall be kept clear and available for movement of vehicles during the scheduled working hours, which will be 7 a.m. to 4 p.m., Monday through Friday. The Company and The Company's workers shall make reasonable efforts to protect driveways, lawns, shrubs, or other vegetation. However they shall not be responsible for damage to any of the items listed above unless the damage results from their gross negligence. If off-street parking is not available, The Client agrees that The Company will secure E parking, and the cost of the parking will be included in the final contract price. 13. Matching Materials— The Company calls attention to The Client to the limitations of plaster, stucco, concrete, and so on, and while The Company will make every effort to blend existing textures, colors, and planes, exact duplication is not guaranteed. Roofing materials and/or the color of the roofing material may not match existing roofing because the manufacturer discontinued the color or product, shading difference of product, age, or changes in the product's manufacturing process. 14. Differing Site Conditions— The Company stipulates that it has visited the home site, and it has familiarized itself with the local conditions under which the work is to be performed. However lient q acknowledge that this contract is based solely on observations that The Company was able to make with the structure in its current condition at the time the work was bid, and that The Company shall not be responsible for differing site conditions that were not visible when this contract was made unless stated otherwise in the specifications. Differing site conditions may include, but are not limited to, damage caused by termites or dry rot, rock not removable by ordinary hand tool, hidden pipes, and code violations that must be repaired, corrected, replaced, or overcome. Before disturbing any such differing site condition, The Company shall give notice to The Client of such a condition requiring repair, and The Company will with work to correct such condition in accordance with Paragraph 11. 15. Insurance and Risk of Loss— During the term of this contract, The Client shall maintain insurance covering the full replacement cost of the improvement under contract, including theft of materials on site, and any damage to persons or property arising out of the work. The insurance shall be on an all-risk policy form and shall include interest of The Client,The Company, and Sub-subcontractors in the improvement under contract and shall insure against the perils of any accident, casualty, disaster, or calamity, including, but not limited to, fire, storm, flood, or earthquake. A loss insured under The Client's property insurance shall be adjusted with The Client and made payable to the Client as fiduciary for the insured's, as their interest may appear, subject to any requirements of any applicable mortgage clause. The Company shall purchase and maintain such insurance as is necessary to protect The Client from claims under workers compensation and from liability to others for damages because of bodily injury, including death, and from liability for damages to property other than damage to the work. 16. Warranty—The standard form of warranty shall apply to the service and equipment pment furnished (except where other warranties of purchased products apply). The warranty shall become effective when signed by the Company and delivered to the Purchaser. The warranty is for one year materials and labor. The warranty is not transferable. 17. Clean-Up—The Company will leave the work site orderly at the end of each day. Upon completion of the work, all of The Company's construction debris and equipment shall be removed by The Company and the premises left in neat,broom-clean condition,unless the parties make some other arrangement. 18. Dispute Resolution— The Client and The Company will cooperate with one another in avoiding g a nd informally resolving disputes between them. However all claims or disputes arising gout of, or relating to this contract that are not informally resolved shall be resolved by mediation or arbitration provided by American Arbitration Association, under their rules and procedures, and the decision by the arbitrator shall be final and binding on the parties 19. Entire Agreement—This contract (including the documents incorporated by reference) constitutes the entire agreement between the parties and supersedes all prior or contemporaneous agreements and understandings between the parties whether oral or written. This contract shall not be assigned without the written consent of all parties. This contract has no force or effect and will not be binding upon The Company until it is accepted and signed by The Client and countersigned by The Company. We the undersigned, have read, understand, and agree to each of the provisions of this contract and hereby acknowledge receipt of a copy of this contract. DO NOT SIGN HIS CONTRACT IF THERE ARE ANY BLANK SPACES By � J /S 16rLieball Kitchens, Inc. Date By , Owner Date B D r Julin, Owner Date You may cancel this agreement if it has been signed b a art t Company, g Y party hereto at a place other than an address p y, which may be his main office or branch thereof, provided sof the p vided ou notify the e Com an office or brant Y Company writing at his mai h by ordinary mail posted,by telegram or delivery, g n following the signing of the agreement. g Y IY�not later than midnight of the third business day See attached notice of cancellation for an explanation of this right. r LEE KIMBALL DESIGN w BUILD w CELEBRATE Contract Specifications& Pricing Debra and Erik Julin Plans Numbered: 141113 135 Raleigh Tavern Lane Plans by: Lee Kimball North Andover, MA 01845 Dated: 06/03/2015 Kitchen Renovation GENERAL CONDITIONS $ 14,768.00 Provide project management and site supervision throughout the duration of the project Provide building permit and oversee necessary inspections Provide delivery of materials into the jobsite Site protection and cleaning Provide engineering of structural work Site preparation labor and material SITE CONSTRUCTION $ 7,800.00 . Demolition of existing walls and ceilings as follows: exterior wall of kitchen &playroom; load bearing wall between kitchen and playroom;wall adjacent the first floor bath; partition wall between the kitchen and office; ceilings throughout the kitchen, playroom and office Furnish dumpster for job related debris CONCRETE $ 840.00 Cut slab and dig new footing for steel lally in basement Furnish new concrete footing to support new steel lally CARPENTRY&BUILDING MATERIALS $ 28,087.00 Furnish new rough carpentry and framing Install new structural beam &post to support load above Furnish new finish carpentry Furnish new framing material Furnish new structural W 8 x 28 steel beam to support load above Furnish new interior trim THERMAL& MOISTURE PROTECTION $ 375.00 Furnish and install new fiberglass batt insulation with vapor barrier DOORS&WINDOWS $ 6,297.00 Furnish three new interior doors with an allowance of$750. Furnish new Thermatru exterior full-light exterior door and hardware including an allowance of 1,000. Furnish new interior door hardware including an allowance of$250.00 Furnish new Pella triple double hung window as specified on plan FINISHES $ 23,278.00 Furnish and install new blue board and skim coat of smooth plaster on the following: exterior wall of kitchen;wall adjacent the first floor bathroom; ceiling throughout the new kitchen; new partition walls between kitchen and pantry Furnish and new tile for backsplash. Includes$1,000 allowance for tile material Install new tile on walls 1 Provide grout and setting materials Furnish and install new 5"White Oak wood flooring throughout new kitchen, pantry and foyer and apply one coat of stain and three coats of polyurethane. Prep, prime and apply two finish coat of paint on walls, ceiling and woodwork throughout kitchen. Prep, prime and paint exterior where window and door was changed. MECHANICAL $ 14,775.00 Furnish new rough and finish plumbing including installation of new fixtures with new shut off valves Relocate existing drain/stacks (2)from wall to be removed -NOTE.Re-plumbing& setting of second floor bathroom fixtures is not included Furnish and install new Slant-Fin baseboard heat in three locations throughout renovated space (one next to back entry door; one along stairway wall; one on front wall of home/Furnish and install one new toe kick space heater in kitchen Provide plumbing permit, oversee inspections and furnish new rough plumbing materials Furnish and install new ductwork from new hood to exterior of the home and relocate HVAC registers as necessary ELECTRICAL $ 11,520.00 Furnish and install new rough and finish electrical including connections to new fixtures, appliances&devices Provide electrical permit, oversee inspections and provide electrical materials Furnish and install 18 new recessed lights and switching Furnish and install 8 under cabinet lights and switching Decorative fixture for desk area and AN is not included TOTAL PRICE $ 107,740.00 2 Z. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 IF www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): �CIt►?;�f¢ZL /j G{ �,c. 1h/L Address: PC) —&)X [9 �- City/State/Zip: l 6.1- Phone #: Are you an employer?Check th appropriate box: Type of project(required): 1 I am a employer with 4. EJ I am a general contractor and I employees (full and/or part-rime). * have hired the sub-contractors 6. 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. E] Building addition [No workers' comp. insurance comp. insurance. 1 required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *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 a new affidavit indicating 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 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. / Insurance Company Name: LZ6 LGaG -1 l�lv�c 162�'!xl� Co"efilr1 Policy#or Self-ins.Lic.#: C-3 Y602 OS Expiration Dater 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 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. I do hereby certify u r th ains and penalties of perjury that the information provided above is true and correct. Si ature: Date: Id// //,r Phone M Official use only. Do not write in this area, to be completed by city or town offwiaL City or Town: PermWLicense# 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#: iblassachusetts-Department of Public Safety Board of Building Regulations and Standards CoilslrtiltiUrt Supervisor License: CS-045257 Gregory D Johnsog= PO Bog 617 Reading MA 01897 ,. f Expiration Commissioner 04/01/2017 t�fie Tvam�noouaecr�o�C�liGad�,crde/�iJ ffice of Consumer Affairs&Business Regulation ME IMPROVEMENT CONTRACTOR gistration: 1100837 Type: 5 Private Corporatior xpiration: -6/24/201 LEE KIMBALL KITCHENS,lNC F h Gregory Johnson 2 LOWELL AVE. � - WINCHESTER.MA 01890 Undersecretary r ' CERTIFICATE OF LIABILITY INSURANCE 03/23/2015D/YYYr) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:if the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certff)cate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Paychex Insurance Agency Inc PAYCHEX INSURANCE AGENCY,INC. NAM PHONE 150 SAWGRASS DRIVE . 877-266-6850 FAX 585 389-7426 ROCHESTER,NY 14620 E-MAIL Certs@paychex.com INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: Technology Insurance Company 42376 LEE KIMBALL KITCHENS,INC. PO BOX 617 INSURER e: READING,MA 01867-0402 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIAR TYPE OF INSURANCE DDL UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY NSR D (MM/DDNYYY) (MMIDD/YYYY) EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED �LAIMS MADE�CCUR PREMI MED EXP(Any one person) PERSONAL&ADV INJURY $ ENt AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY pROJECT�LOC PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO (Ea accident) $ ALL OWNED SCHEDULED BODILY INJURY AUTOS A�UpTN�O.ppS (Per person) $ HIRED AUTOS O AUTOSWNED BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRELLA Llae O OCCUR EACH OCCURRENCE $ EXCESS LIAR =CLAIMS-MADE AGGREGATE $ DED I I RETENT ICN$ $ WORKERS COMPENSATION AND )(I WC STATU• OTH- A EMPLOYEFW LIABILITY TWC3460985 03/06/2015 03/06/2016 ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 100,000.00 OFF ICER/MEMBER EXCLUDED? ! E.L.DISEASE-EA EMPLOYEE $ 100,000.00 (Manciarory In NH) Y N/A E.L.DISEASE-POLICY LIMIT X yes,desvibe under $ 500,000.00 CRIPTION OF OPERATIONSbolow T1 I - T- 1 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,11 more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHOR IEyDy REPR�tES}}ENTATIVEj., . V tr ti. ACORD 25(2010/05) @198&2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD GENERAL CONDITIONS U 1. G. C. MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. Z ANY PROPOSED DEPARTURES FROM WHAT IS INDICATED MUST BE REVIEWED 1--1 WITH THE ENGINEER PRIOR TO CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE REMOVED AND REPLACED (n AT THE CONTRACTOR'S EXPENSE. Lu 2. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND u CONDITIONS SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK, 1--1 AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES 7 ' Lu BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS. LY LLI 'o O c 1 1 '—✓" 1 1 -O" 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF N 00 TEMPORARY SHORING, BRACING, OR OTHERWISE PROTECTING ANY PORTION OF d N '~ M ' >> HE STRUCTURE, SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. Ln n +� THE ENGINEER IS SPECIFYING THE FINISHED CONDITION ONLY, WITHOUT J Q (E) BEARING (E) BEARING I ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL >� C 2 n zc, ACHIEVE THIS RESULT. > woLINE LINE 4. FORRENOVATION WORK STRUCTURAL DRAWINGS PRODUCED WITH 12 ASSUMPTIONS MADE REGARDING EXISTING CONDITIONS. IF CONTRACTORD CoFINDS EXISTING CONDITIONS NOT AS ASSUMED CONTACT ENGINEER n2—7/4"LVL sz IMMEDIATELY. REVISIONS TO THE STRUCTURAL FRAMING MAY BE REQUIRED. = 0 tD FOUNDATIONS o Q o ED RO R FTE S 1 ASSUMING FOUNDATIONS ARE. WHERE FOUNDATIONS ARE EXISUI ASLEESTONSUPPORTHAS EPROPOS DT RENOVATION. CONTRACTOR RESPONSIBLE FOR VERIFYING THAT THE EXISTING FOUNDATION 5' 6—" WALL TO E (T D OOF CONFORMS TO BUILDING CODE REQUIREMENTS AND REPORT FOOTING m CONDITIONS TO ENGINEER FOR VERIFICATION. m 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS OF Lu It fv7 LoI 3000 PSI. SOIL BEARING CAPACITY. FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM BEARING CAPACITY OF 4000 POUNDS PER SQUARE FOOT. L I ROUGH CARPENTRY OF L` ' 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH „'IHSS HANGERS—l", THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE FOR ONE AND TWO 9 ATTIC (STORAGE) FAMILY DWELLINGS (MBC 1&2)AND THE INTERNATIONAL RESIDENTIAL CODE FOR DAMELW: O L ONE AND TWO FAMILY DWELLINGS (IRC 1&2). 2. REFER i0 THE MBC 1&2 AND IRC 1&2 FOR FRAMING COMPONENTS NOT SPECIFIED IN PLANS AND SECTIONS. NOTIFY THE ENGINEER OF ANY (n COMPONENT NOT DEFINED IN EITHER THE MBC 1&2 AND IRC 1&2 OR IN ST RA- -4 THESE DRAWINGS. ti Oi 3. REFER TO THE IRC 1&2 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 072 O TABLE 602.3 FOR CONNECTION FASTENING NOT IDENTIFIED IN THESE PLANS OR DETAILS. 4. ENGINEER MAKES NO CLAIMS TOWARDS EXISTING CONDITIONS. G 5. WHEN NOT OTHERWISE IDENTIFIED, ALL W000 BEAMS, JOISTS, RAFTERS, HEADERS, STRINGERS, PLATES, AND SILLS SHALL BE SPRUCE PINE FIR 12 OR p BETTER, WITH A MINIMUM Fb = 875 PSI (SINGLE USE)AND Fb = 1000 PSI ��- 015 (E) BEARING (REPETITIVE USE), AND E SHALL BE 1,4000,000 PSI OR BETTER. �J J 6. WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM-FIR, WALL GRADED "STUD"GRADE, J2 OR BETTER. LJJ N 7. LVL BEAMS, AS NOTED ON PLANS, SHALL HAVE A MINIMUM Fb = 3100 PSI, E V Z W p, ur = 2,000,000 PSI, AND Fv = 285 PSI. LVL BEAMS SHALL BE "VERSALAM" BY W I I BOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS THE Z NC". J ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE W LU ' "trCONTRACTOR. L 8. ENGINEERED WOOD POSTS(VERSA COLUMNS). AS NOTED ON PLANS, SHALL BE 0 Q 0 V L VERSA-LAM 1.7 2650. 00 LL 0 V) 9. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN J L CAP AND BASES SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR LTJ * W 0 �° 2ND FLOOR 0 R SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO FRAMING ELEMENTS BEFORE V ORDERING. z @) f0. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO W W G L ^ MINIMIZE THE NEED FOR CUT, BORED OR NOTCHED IN FRAMING LUMBER. J STRUCTNEW W8 BEAM EXCESSUOFL THE LIA4ATIONSFLOORS SPECIFIEDSHALLOIN BTHE BUILDINGCUT, OCODENWITHOEUT IN ? O N AND JOIST WRITTEN APPROVAL FROM THE ENGINEER. LL Z 11. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD HANGERS BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER M Ll Zl� SUPPORT. BLOCKING i0 MATCH UPPER POST SIZE. V Zli LJ 12. MINIMUM BEAM BEARING TO BE 2 INCHES UNLESS NOTED OTHERWISE ON PLAN. r Q (E) BEARING Rev.: Date: Remarks: 1 WALL, SEE PLAN FOR EXTENT OF REMOVAL (E) BEAM TO BE IDENTIFIED FORSOLID BLOCKING r= VERIFICATION 1 ST FLOOR v, I U (E) BASEMENT O Qp5 BEAM ,3/Z"O LALLY CUT BACK EXISTING SLAB COLUMN WITH FOR INSTALLATION OF NEW SPRINGFIELD CAP o LALLY COL. FOOTING REPLACE AND BASE PLATE SLAB WITH LIKE MATERIAL Date: MAV 7,2015 Scale: AS NOTED w 2ND FLOOR FRAMING PLAN Project Number: 14381 O II 1 11 Drawn by; AVT 24"x24"x 12" a PAD FOOTING BUILDING SECTION sino m CL GENERAL CONDITIONS U 1. G. C. MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. Z ANY PROPOSED DEPARTURES FROM WHAT IS INDICATED MUST BE REVIEWED 1--1 WITH THE ENGINEER PRIOR TO CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE REMOVED AND REPLACED (n ' AT THE CONTRACTORS EXPENSE. LL 2. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND u CONDITIONS SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK, lH AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES r 7�� BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS. LLJ ,�, l^p 'Sy 1 1 —J 1 —O 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF W a CO 1.-1 TEMPORARY SHORING. BRACING, OR OTHERWISE PROTECTING ANY PORTION OF _1 >> THE STRUCTURE, SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. V) M +�' O THE ENGINEER IS SPECIFYING THE FINISHED CONDITION ONLY, WITHOUT J M Q p� (E) BEARING (E) BEARING I ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL N C 1\ �., ACHIEVE THIS RESULT. 9 3:+ X10 - LINE LINE 4. FOR RENOVATION WORK STRUCTURAL DRAWINGS PRODUCED WITH \� L,-,L+, ASSUMPTIONS MADE REGARDING EXISTING CONDITIONS. IF CONTRACTORFINDS EXISTING CONDITIONS NOT AS ASSUMED CONTACT ENGINEER E n ro2-7/4 G IMMEDIATELY. REVISIONS TO THE STRUCTURAL FRAMING MAY BE REQUIRED. b kD -- FOUNDATIONS oeo ROOFED lz RAFTERS ASSUMING FOUNDATIONS ARE WHERE FOUNDATIONS ARE ISUI ABLDESTONSUPPORTHAS EPROPOSEDTRENOVATION. Ln 5, RC1 „ C CONTRACTOR RESPONSIBLE FOR VERIFYING THAT THE EXISTING FOUNDATION V WALL TO E (TM-D OOF CONFORMS TO BUILDING CODE REQUIREMENTS AND REPORT FOOTING co II�JJI I CONDITIONS TO ENGINEER FOR VERIFICATION. I 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS OF Lu 3000 PSI, SOIL BEARING CAPACITY. FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM BEARING CAPACITY OF 4000 POUNDS PER SQUARE FOOT. I I u- ROUGH CARPENTRY ��\ j 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH � - kA HANGERS-1I ATTIC (STORAGE) AMITHE�Y DWELLION OF INGS(MBC 1&2)SACHUSETTS AND THE INTERILDING CODE FOR NATIONALL RESIDENNE AND TWO TIAL CODE FOR 9� 1 ONE AND TWO FAMILY DWELLINGS (IRC 1&2). DANIELW. 2. REFER TO THE MBC 1&2 AND IRC 1&2 FOR FRAMING COMPONENTS NOT B SPECIFIED IN PLANS AND SECTIONS. NOTIFY THE ENGINEER OF ANY COMPONENT NOT DEFINED IN EITHER THE MBC 1&2 AND IRC 1&2 OR IN 5� - All THESE DRAWINGS. 0752 y �I 3. REFER TO THE IRC 1&2 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Q O TABLE 602.3 FOR CONNECTION FASTENING NOT IDENTIFIED IN THESE PLANS OR DETAILS. ^ 4. ENGINEER MAKES NO CLAIMS TOWARDS EXISTING CONDITIONS. 5. WHEN NOT OTHERWISE IDENTIFIED, ALL WOOD BEAMS, JOISTS, RAFTERS, HEADERS, STRINGERS, PLATES, AND SILLS SHALL BE SPRUCE PINE FIR g2 OR Q ^ C I BETTER, WITH A MINIMUM Fb = 875 PSI (SINGLE USE)AND Fb = 1000 PSI 015 (E) BEARING (REPETITIVE USE), AND E SHALL BE 1,4000,000 PSI OR BETTER. 6. WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM-FIR, J WALL GRADED "STUD" GRADE, ,¢2 OR BETTER. Lu 7. LVL BEAMS, AS NOTED ON PLANS, SHALL HAVE A MINIMUM Fb = 3100 PSI, E V Z W _el �� 71 F I = 2.000,000 PSI, AND Fv = 285 PSI. LVL BEAMS SHALL BE "VERSALAW" BY 1,L BOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS THE Z uj W Z Q W > l Z Q ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE LLJ 3 N J N J CONTRACTOR. in IL 8. ENGINEERED WOOD POSTS(VERSA COLUMNS), AS NOTED ON PLANS, SHALL BE Q O e} n F_--_ F► U _ L_____ VERSA-LAM I.7 2650. co Lu Q (/j 9. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN Z Lu IDr CAP AND BASES SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR W _ �_� _JL 0 2ND FLOOR SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. F a CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO FRAMING ELEMENTS BEFORE V I— G 1 T�` �- _ ORDERING. Z 10. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO Lu W i— c J L MINIMIZE THE NEED FOR CUT, BORED OR NOTCHED IN FRAMING LUMBER. J w NEW WS BEAM STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN J O X x EXCESS OF THE LIMITATIONS SPECIFIED IN THE BUILDING CODE WITHOUT N AND JOIST WRITTEN APPROVAL FROM THE ENGINEER. Z - it. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD F- W HANGERS BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER M SUPPORT. BLOCKING TO MATCH UPPER POST SIZE. 12. MINIMUM BEAM BEARING TO BE 2 INCHES UNLESS NOTED OTHERWISE ON PLAN. r Q (E) BEARING Rev.: Date: Remarks: 1 WALL, SEE PLAN FOR EXTENT OF REMOVAL- •- (E) BEAM TO BE 00 IDENTIFIED FORSOLID BLOCKING VERIFICATION 1ST FLOOR w (E) BASEMENT o Qp BEAM �/2 r� LALLY cr_ CUT BACK EXISTING SLAB COLUMN WITH a LQ' FOR INSTALLATION OF NEW SPRINGFIELD CAP LALLY COL. FOOTING REPLACE AND BASE PLATE N SLAB WITH LIKE MATERIAL �► Data: MAY 7,2015 O2ND FLOOR FRAMING PLAN Scale: AS NOTED 7 Pmject Number: 14381 O Scale: 1/4" = 1'-0" Drawn by: AVT a 24"x24"x12" PAD FOOTING i BUILDING SECTION 57 . o m G z w a: °z a 2 LL W F a 3511 80" 07 I/4" 41 112" 3 1/4" NEW TRIPLE DHW PELLA WdDOW INCLUDE 3 1/2"TRIM Wo w t 0�J 0 U N y O LL Z NEW DOOR aw-1-:5 z""a� z¢aoz g(E 1 �mWaw UJ Z W 832 i d W3632 W5R1832 0 o Z Z CO goo N o a!-�W= �ZU� I I b I In N W m <0 LL< WASTE 1 SINK I N =gp=a)FL WCA,a BASKETD15H WASHER I L) r-------L-------_1__________________J__----------1------------______ BPOW18-2C-FHD 55T36 DWID B36 B15 CT4D48 28-1/2H m AIDC39321 I DC39/42 RANGE TOP z rr 3/4 PLGCT53F32 9 27 I A 103 A 02 I I o Q o I I I cc 0 � 48" 4D27 5819 1/2-22 1339-8-18 I I d I � ------------------- a REFFRIGIRATOR -----------F-------------r---------�- n — > PREP SINK i ii EXlStingW Q I Ogeging — � DBM30 ! I I � I ii I z MW DRAWER I I I �-------------------JI ---__— ^/ 3/4 PLGCT53P32 90 27 r____________ _____________ I I j LU Lo II oQOq II 0 = z — 027 0 45 3/4 L I �-24` " z J � � Z °o w CL/ � � < O c z z o U W s ---- o m o I N W17 1/2- 2 13D17 1/2 I I I ¢ — ~ a I- N ---- I I 45 W3532 ; (Ros) #2 W 8'28 Steel I I I l uP — �o Q N O OVEN/STEAM I I ¢(() (� o D OVEN/MW E�15t ing m— II O DRAWERO�erhing _ W a� I 01 DM3084 3/4B I I g <-- a j w L - - - - - AlignIn m - - - - - - - - - TF3 FOYER U15ting New Flooring J o X 0�ciing a A I I I I Q I I m v0Y I PANTPY DESK I I W m O SHELVES (NIC) E. CLOSET I I p m 00 E. CL05ET ° II II I l CONSTUCTION DRAWINGS A 10 I 1 �--24"" ---29" 32 3/4" 34 112" 2G7'I z Wcc o0 a¢u-W ~a I I IZ U JCOC I L U W U 35 80 07 1/4 41 112"--43 I/4 NEW TRIPLE DH IV PELLA WINDOW INCLUDE 3 1/2"TRIM N Q�a m o 9 D N t Wo��O'U v�iNpLLZ NEW DOOR aWa¢a 22goz z¢a0 o¢z�F 1 I 1 �mNQ W ,z,z W Q.ozz W 832 W3632 W5R1832 Z Z z z m Q o°1-0 o N(A W m -, LLO 1 = Q F=W 2 -1 5<00 SINK 1 N mgaQ Nxa -y WASTE 1 = O x W j BA5KET I I D15M WA5HER L________1------------- ------------ 1__________________ BPOW 18-2C-FHD 5BT36 DWID B36 1318 CT4D48 28-1/2H C3932 DC39/42 RANGE TOPz Er m 3/4 PLGCT53F32 50 27 A 103 A 02 — i o > > a w o 0 4D27 5819 112-22 1339-8-18 48" I I = REFFRIGIRATOR i-----------i--------------r---------i--------------------n > PREP SINK 1 11 EX'Sting n cr W DBM30 i i o i ii Ogeging m I I II I I z MW DRAWER L___________________- I-------------- LLJ II ----_------ �IL1153132 27 '-- I I U a/- IJ LU IILu z � � Ln � < C) L � QO I �-241' 45 3/4' z L a ° w Z LL- D0� 0 Cc z -, ---- o m o N Lu W17 1/2-32 3D17 1/2 I I 1 a — � I , �Alk. ' DOWN I I O 1 535 1 W3532 1 cR05> #2 W 8'28 Steel I I I I E I I I u oL Q I 1 - O O � N OVEN/STEAM I I (Y) O m o OVEN/MW E>disging m—_ II O ¢o DRAWER O�berhing Z— a W Q z� Lij 01 DM3084 3/4B I W U ¢� 7) m L al— a— m(� o-� o Cfl o(v - - - - - Align - - - - - - - - I Tri FOYER I 3 E>dls�ing Ico New FlooringO�er6ing Q o I I Q : I I m my C I I I I G a s o[ I DESK I I W PANTRY W o o O 5HELV 5 �N'C� E. CL05ET I I p m o co I E. CL05ET ° II I II I CONSTUCTION DRAWINGS A I 0 I �--24"----� 29" 32 3/4" 34 1/2"