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Building Permit #723-15 - 243 GREAT POND ROAD 5/1/2018
p t��ao <e ti BUILDING PERMIT �.� +•:: ._~ °oma TOWN OF NORTH ANDOVER p t� APPLICATION FOR PLAN EXAMINATION _ Permit NO: a Date Received '� °+ <��<•�<- " �AATFo r� Date Issued: 9SS�c►+us1`� IMPORTANT: Applicant must complete all items on this page LOCATION—0 G V 1?1619J7 j PROPS TY OWNER 1 , Print - -- - - - MAP NO�? PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT '' PROPOSED USE Residential Non- Residential ❑ New Building &e—ne family ❑Addition ❑Two or more family ❑ Industrial P-Afferation No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other _ ❑Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District dater/Sewer lit/ .EG ne 3,3" yo W r- sli ozq mlcz z �5 ys Identification Please Type or Print Clearly) OWNER: Name: -Sri 111e �O ���o Phone: '?l P-9 ecla Address: Gomer �o,,Vj J2/ or/-212 z22& O ys Phone: CONTRACTOR Name: Address: ���a XT �If 111c2en1p_e _�?ll �/y�y 3 Supervisor's Construction License: �.�0 Exp. Date: o? ��-- Home Improvement License: o�o7q Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ �� - FEE: Check No.: 7 Receipt No.: 7 2 NOTE: Persons contracting with unregistered contractors do not have access t the guaran and ignature of Agent/Owner Signature of contractor --- -- - - Building Department I 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 NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application Pplication ❑ 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) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of.Building Plans (One To Be Returned) to Include Sprinkler Plan And. Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products VOTE: 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 I 1 t Dimension Number of Stories: Total square feet of floor area, based on-Exterior dimensions. j Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop 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 i ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 1 . I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYP1r-'F 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 - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS s Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date DrivewaV Permit 69W Town Engineer: Signature: Located 384 Osgood Street FIFZE DEPARTMENT - Temp NMQ ter on site yes _ no Loca ed'a 124 Main Street Fire Department na urelclAM _ C®MMENTS Location �7' No. Date • - TOWN OF NORTH ANDOVER • f Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 28572 /EGIding Inspector Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost 20,0100.010 m $ - $ 240.00 Plumbing Fee $ 30.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 30.00 Total fees collected $ 400.00 243 Great Pond Road 723-15 on 3/23/2015 2 new rooms in existing basement L i NORTH t E Town of 0 h ver, Mass, 3 1� A- COCNIC 642 WICK �1' 7�p�RArE 0 S U BOARD OF HEALTH _ Food/Kitchen PER MIT T LD Septic System THIS CERTIFIES THAT � CU.0 vl p y�� ................ BUILDING INSPECTOR .................. ............. ......................................:.............. .......... . Foundation has permission to erect .......................... buildings on ............... ...: :'.1. .. � � Rough to be occupied as ..........`.��ij6�.. , :SFl ............Yb...v........ ..."..��..�.......... 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 CONSTRUCTION STARTS Rough Service ......... ........ Final 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. R. Joseph Ratte, Inc. General Building Contractor &Wwfing ovet 6a yea46 of oewi4w btaN26W 9954 RESIDENTIAL CONTRACTING AGREEMENT Read this agreement and make sure you understand it before signing it.This Agreement has legal force and effect binds those who sign it. Notice: All home improvement/general contractors and subcontractors engaged in home improvement contracting,unless specifically exempt from registration by provisions of Chapter 142a c f the general laws,must be registered with the Commonwealth of Massachusetts.Inquiries about registration and status should be made to the Director,Home Improvement Contract Registration, One Ashburton,Place,Room 1301,Boston,MA 02108. Designated Registrant's Name:Roger J.Ratte',Inc. DBA R.Joseph Rand,Inc. Salesperson's Name:Joseph R.Ratte' Registration Number: 100294 License Number:015004 This agreement is made on March 13,2015,between Roger.J.Ratte',Inc. DBA R.Joseph Ratte',Inc.of 340 Mt.Vernon Street Lawrence,MA 01843 Ph.(978)-688-8839 hereinafter called"Contractor"and Steve Boyko of 243 Great Pond Road N.Andover,IV[A 01845 Ph.(978)-886-4863 hereinafter called"Owner". I. DETAILED DESCRIPTION OF WORK TO BE PERFORMED Contractor agrees to perform in a good and workmanlike manner all work detailed below. Such work consists of the following: Construct 2 new rooms in basement as directed by owner. Add egress window. DETAILED DESCRIPTION OF MATERIALS TO BE USED Materials to be used in performing the above described work consist of the following: As directed by owner. II. PRICE Contractor agrees to do all work described in Section I for the estimated cost of$20,000.00 Work shall be done on a"Cost Plus"basis. Billing shall be from direct material and subcontractor invoices. All permits,fees,material,and subcontract work shall be subject to a 20%overhead charge. All direct labor provided by Contractor including meetings and supervisory time will be billed at an hourly rate of$60.00.Plumbing labor at an hourly rate of$85.00 (978)423-6154 340 Mt.Vernon Street Lawrence,MA 01843 Fax(978)688-7476 R. Joseph Ratte, Inc, General Building Contractor e eb4at&V om 6C yeaweo 4 oeudze £oWel W 9954 HIDDEN CONDITIONS AND NECESSARY ADDITIONAL WORK: Hidden conditions or additional work may require adjustment in the overall estimated price for the necessary work related to this contract. In such case the Contractor shall inform the Homeowner of such conditions forthwith and where necessary a written amendment of this Contract will be negotiated and executed by the Parties. III. PAYMENT Payments will be made as follows: $1,000.00 deposit with signed contract. Future billing will be upon receipt of invoices. $1,000.00 deposit will be credited prior to development of final punch list. Payments as provided above shall be postmarked within 7 days of invoice date. Notice: No agreement for home improvement contracting work shall require a down pa;ment (advance deposit)of more than one-third of the total contract price or the total amount of all deposits or payments which the contractor must make,in advance,to order and/or otherwise obtain delivery of special order materials and equipment,whichever amount is greater. IV. COMMENCEMENT AND COMPLETION OF WORK Contractor will not begin the work or order the materials before the third day following the signing of this Agreement,unless specified here in writing. Contractor will begin the work on or about March 17,2015. Barring delay caused by circumstances beyond Contractor's control,the work will be completed on or about May 31,2015.The Owner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that are not avoidable by the Contractor shall not be considered as violations of this Agreement. V. NO ACCELERATION OF PAYMENTS BUT ESCROWING ALLOWED The Contractor may not require payments to be made in advance of the time specified in Section III(Payment)above for the reason that he deems himself or the payments to be insecure. If,however,he deems himself to be insecure,he may require, as a prerequisite to continuing the work described herein,that the balance of the payments under this contract that are in the control of the Owner,shall be placed in a joint escrow account that requires the signature of both.the Contractor and the Owner for withdrawal. VI. INSURANCE Contractor will be responsible to Owner or any third party for any property damage or bodily injury caused by himself,his employees or his subcontractors in the performance o1;or a;a result of,the work under this Agreement. Contractor agrees to carry insurance to cover such damage or injury. (978)423-6154 340 Mt.Vernon Street Lawrence,MA 01843 Fax(978)688-7476 R. Joseph Ratte, Inc. General Building Contractor ee&64aan#oun 6C yeaw of ieux ce btaO&&d 1954 VII SUBCONTRACTING Contractor agrees that,notwithstanding any agreement for materials and/or labor between Contractor and a third party,Contractor is responsible to Owner for completion of all work described in a timely and workmanlike manner. VIII CONSTRUCTION-RELATED PERMITS The following construction related permits will be necessary in order to complete the scope of work included in this contract and are the responsibility of the Contractor: (mark X where applicable) Building X Demolition Plumbing Electrical X The Contractor under provisions of Chapter 142A of the General Laws is required to apply for and obtain all construction related permits.Home improvement work(i.e..additions,garage.,porches, etc.)may require other permits including but not limited to Variances and Special Permi s under Zoning by-laws through the Board of Appeals,Board of Health Permits for expansion of'sewage disposal systems,Conservation Commission for an Order of Conditions,etc. Such permits which may require non-construction related,engineering,technical or legal representation of the Homeowner,shall be the responsibility of the Homeowner. Notice: If the homeowner obtains his own construction-related permits for the work described under this agreement,the homeowner is hereby advised that in the event of a dispute,judgment and nonpayment of the Contractor,the homeowner will not be entitled to make a claim to or collect from the guarantee fund established by Chapter 142A,M.G.L. IX. MODIFICATION This Agreement,including the provisions relating to price and payment schedule cannot be changed except by a written statement signed by both Contractor and Owner. However, cancellation by Owner is allowed in accordance with the Notice of Cancellation(annexed). X. WARRANTIES The Contractor warrants that the work furnished hereunder shall be free from defects in materials and workmanship for a period of 1 year following completion and shall comply with the requirements of this Agreement. In the event any defect in workmanship or materials,or damage caused by Contractor,his subcontractors,employees or agents,is discovered within one year after completion of any job,including cleanup,the Contractor shall,at his own expense,forthwith remedy,repair,correct,replace,or cause to be remedied,repaired,or replaced,such damage or such defect in materials or workmanship. The foregoing warranties shall survive any inspection performed in connection with the agreed-upon work. (978)423-6154 340 Mt.Vernon Street Lawrence,MA 01843 Fax(978)688-7476 R. Joseph Ratte, Inc. General Building Contractor ee& tg.oven 60 yeau of aeauice £ota ahed 1954 All warranties for equipment supplied by the Contractor under this Agreement shall be tiose given by the manufacturers of such equipment,which shall be and are hereby passed through directly to the Owner. Under such manufacturers'warranties, the Owner may be required to register or mail in a warranty card or other evidence of ownership and use of such equipment in order to activate such warranties. The Owner's failure to mail in or register such documE;ntation, which failure voids the manufacturer's warranty,shall not create any responsibility for the Contractor to warranty such equipment. XI. COMPLETENESS OF AGREEMENT FOR EXECUTION The Owner is hereby advised that he should not sign this Agreement unless and until all blank sections have been filled in or marked as void,deleted or not applicable,and until all ex]iibits and related or referenced documents that are incorporated herein are attached hereto. XII. COPY OF AGREEMENT TO BE GIVEN TO OWNER This Agreement is governed by the Laws of Massachusetts. It must be executed in duplicate,and an original signed copy hereof given to the Owner at the time of execution. No work under the Agreement shall begin prior to the signing of the Agreement and transmittal to the owner of a copy thereof. RIGHTS TO CANCEL The owner may cancel this agreement if it has been signed by the owner at a place other than an address of the contractor which may be his main office or branch thereof,provided that the owner notifies the contractor in writing at his main office or branch by ordinary mail posted by telegram sent or by delivery,not later than midnight of the third business day following the signing of this agreement. See attached Notice of Cancellation. HOMEOWNER DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. r Si ature Date Signed Co ctor's Signature D e Si ed (978)423-6154 340 Mt.Vernon Street Lawrence,MA 01843 Fax(978)688-7476 i The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Invesdgations 9 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Aaplicant Information y� j {�Please Print Legibly Name (Business/Organization/Individual): e�2 4Cr/ e Address: 3 15 r City/State/Zip:,Z/9r//�eg/e--e/ 41Y D/Y yJ Phone #: 9'29- S 41,5' � Are yo"n employer?Check the appropriate box: Type of project(required): 1. I am a employer with 4. n I am a general contractor and i 6. F1 New construction employees(full and/or part-time).* have hired the sub-contractors 2.El I am a sole proprietor or partner- listed on the attached sheet. 7. Q'[�,modeling ship and have no employees These sub-contractors have g, �Demolition workingfor me in an capacity. employees and have workers' Y P tY 9. E] Building addition [No workers' comp. insurance comp.insurance required.] 5. E] We are a corporation and its 10.E] Electrical repairs or additions re 3.El I qu a homeowner doing all work officers have exercised their 11.El Plumbing repairs or additions am myself. [No workers' comp. right of exemption per MGL c. repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 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. lContractors 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: (3 �i/�✓ -� // Policy#or Self-ins.Lic.M 1C D U J S_/?1276 Expiration Date: Job Site Address:�3 e��eM17 4',0 City/State/Zip:& �rl/� �Zf� 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 cetWfyA0er the paipyVhnd peAqlties of peiyurythat t 'n ormadon provided above is true and correct Sime: - Date /� 1$7 -- Phone#• 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#: RATTE-1 OP ID:KM '4c�oRod CERTIFICATE OF LIABILITY IN DAT0611 DD/YYYY) INSURANCE 05!16/14 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(ies) 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 certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCERPhone:978 688 8829 NcANTE CT Michaud,Rowe And Ruscak Ins. Fax 978 557 2130 PHONE FAX P.O.BOX 188 AIC No Exti: AIC No North Andover,MA 01845 AD KESS: Lawrence R.Michaud,CIC INSURERS AFFORDING COVERAGE NAIC# INSURER A:Guard Insurance Group AttINSURED Roger J.Ratte,Inc. INSURERS:Safe Insurance Company12808 340 Mt.Vernon Street Joe INSURER C:Preferred Mutual Insurance Co. 15024 340 Lawrence,MA 01843 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. SR1 LTR TYPE OF INSURANCE IM WVD AD S e POLICY NUMBER PM1DDIYYYY PM/DD EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE S 500,00 C X COMMERCIAL GENERAL LIABILITY CPP0160594188 03/28/14 03/28/15 pREMISEs Ea occurrence) S 100,00 CLAIMS MAGE 1 OCCUR MED EXP(Any one person) $ 50,00 PERSONAL&ADV INJURY $ 500,00 GENERAL AGGREGATE $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,00 POLICY PRO-'ET LOC $ AUTOMOBILE LIABILnYCOMBINED SINGLE LIMIT Ea accident $ B ANY AUTO 1500030 01/16/14ALL 01/16/15 BODILY INJURY(Per person) $ 250,00 AUTOS OWNED X AUTOSSCHEDBODILY BODILY INJURY(Per accident) S 500,00 X HIRED AUTOS X AUTOSWNED PROPERTY DAMAGE Per accident $ 100,00 $ UMBRELLA UAB HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTIONS $ WORKERS COMPENSATION WC STATU OTH- AND EMPLOYERS'LIABILITY X T M T R A ANY PROPRIETOR/PARTNER/EXECUTIVE YIN ROWC598956 04/23/14 04/23/15 EL.EACH ACCIDENT $ 100,00 OFFICER/MEMBER EXCLUDED? N IA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,00 IIf yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT S 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,H more space Is required) i CERTIFICATE HOLDER CANCELLATION SAMPLEI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Sample for bidding purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All reserved. rights g e ed. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1tt Massachusetts-Department of Public Safety Board of Buldig 9n Re ulations and Standards Cnnqruction Supen i�ut License: CS-015004 JOSEPH R RATTY 340 MT VERNONST ,; LAWRENCE MX 01843 ; 'I ox'' Expiration commissioner 08/27/2015 _- Vsie�pam��eaxcaeal�a�CJ�Ccalac�udelta Office of Consumer Affairs&Business Regulation ME IMPROVEMENT CONTRACTOR egistration: 160294 Type: xpiration: ._fL13/201.6; Private Corporatio: ROGER J.RATTE,ING Joseph Ratte 340 Mt.Vernon St ��— Lawrence,MA 01843 Undersecretary e sp= = Selecting the Proper Size ScapeWEO Egress Window Well STEP 1: Measure and calculate dimension A as Building shown in the detail on the right based Line window well side panels must on the site's grade conditions and extend 4 inches above grade level. Grade must be sloped away from foundation height. well.Downspouts must also be directed away from the well. STEP 2: � Determine the required window well window-► - side panel height by performing this Egress simple calculation: Dimension (A) Measure from Window top of window sill Well Required Side Panel Height= to grade level Dimension A+7-112" System b Use 3/4"clean "3-1/2" \ ! free-draining From the first column in the table '''I , rock or As stone below,select the closest side panel 44"Maximum at least 12"in height that will meet the site conditions. from Boor to window C width around all sill to meet egress sides of the well. code requirements Fill to depth of STEP 3: foundation footing. r' 'Weils can be installed lower Once the side panel height has been - : . ,:•, - y •�r,r;�; than r. determined,read across and select the recommended 3-1/2" ": * w.r to help meet grade conditions desired window width.With the window `' 4-re rode fill into size selected,read across to select the perimeter drain if available proper window well and cover. a ScapeWE0 STANDARD SIZES AND MODEL NUMBERS Well Model Number of Inside Projection Side Panel Height Maximum Window* Width Optional Tiers from With Extension Dome Number (steps) Width Foundation Standard Height Model Wall Buck Cover Number Mount Mount 4048-42 1 2 42" 41" 48" X X 42" 38" 4042C 4048-54 2 54" 41" 48" X X 54" 50" 4054C 4048-66 2 66" 41" 48" X X 66" 62" 4066C 4862-42 3 42" 49" 62" 81" 3019-42 42" 38" 4842C 4862-54 3 1 54" 1 49" 1 62" 81" 3019-54 54" 50" 4854C 4862-66 1 3 1 66" 1 49" 1 62" 81" 1 3019-66 66" 62" 4866C *Extensions are only available for 3-tier window well models Note:The distance from the outside of the foundation wall to the inside face of the first step is 30" Bilco Egress Window Wells satisfy International 'Building Code requirements for Emergency Escape and Rescue Openings per section R310. Login I Register MyAccount Shopping Cart The Worldwide Source for Specialty Access Products HOME ABOUT BILCO CONTACT US CUSTOMER SERVICE ORDER PARTS TRADE SHOWS PRESS ROOM OUR PRODUCTS _ - i ScapeWEL®Window Wells-Planter Design COMMERCIAL Adds natural daylight and meets building code requirements for emergencyegress in finished basement areas.Innovative step design Colt Ventilation Products ,I aids egress and can be landscaped with plants or flowers for added ---------------------------------- visual enhancement.ScapeWEL features maintenance free high-density Colt Smoke&Fire Curtainspolyethylene construction and is available in a number of sines to ------------•--------------------- r - accommodate virtually any foundation height or window dimension. Roof Hatches SEARCH OUR SITE --------------------------------- keyword(s)or Item# Automatic Smoke Vents Floor Access Doors--------------- SEARCH Description More irdo Rep Finder Documents Safety Products SALES CONTACT RNDE_R — Choosing a product Intrusion Detection t„ l •.. ,._,.,, for your home WARRANTY REGISTRATION er Standard Sizes and Dimensions RESIDENTIAL Find a Dealer or Installer DOWNLOAD CENTER FreauentivAsked Questions Submittal Drawings Bilco Basement Doors CAD details __________________________________ Our Business Partners BIM Models Egress Window Wells Specifications _______ -------------------------- Installation Instructions PermEniry Entrance Window Well Accessories Literature --------------------------------- Domed Cover Find us on Contractor Prog rams ----------- ---- Testimonials You ------------------------- Kiln O I I 3-Trer Abdel for larger fouodaf'on depths.Extensions are also available I.Safe Terraced step design allows occupants to escape 4 Versatile...Mounding flanges are designed for quickly and easilyfrom lower level living areas in the attachmentto a standard window buck or directlyto the event of an emergency. foundation wall. 2.lnvhing...Allows natural daylight and ventilation into 5.Economical...Component system simplysnaps lower-levet living areas.Step design can be used as a together on site for fast and cost effective installation. planter for added visual enhancement. Open system drains directlyinto the perimeter drain. 3.Durable...Constructed of maintenance-free materials that 6.Code-Compllant...Satisfies IRC 2012 Building code will never rust,rot,or need replacing. requirements for emergency egress In finished basement areas. "Makes lower-level living areas as warm and comfortable as any room in the home" U.S.Patents 4,876,833 5,107,640 5,657,587 Terms of UselPnvacvPolicy.Copyright 2015.The Bilco Company.WI Rights Reseived. SCAPEWEL° IMPORTANT Check local building codes regarding window well egress standards $ requirements. STEP 1 Excavation Prior to excavation:Document all underground utilities that may affect the installation of any window wells ' (e.g.,gas,electric,sprinklers,etc.).Prior to bringing in machinery,verify equipment clearances. Excavation:Excavate the area to allow adequate work space and clearance for the window well(2 feet ° Wall Mount-Flange Out minimum).Remove large rock and debris from the excavated area.Excavate below the window opening as required for proper sub-drainage (see following instructions regarding sub-drainage)and to provide Buck Mount-Flange In clearance for window well side panels and vertical supports(see STEP 6).Verify local frost depth conditions to avoid heaving of the foundation. r; Sub-Drainage:ScapeWEL is designed to drain directly into a free-draining rock bed established below the i r—--- --"-1 i well.If a perimeter drainage system exists,it is best to tie the well drainage into this system by running r a pipe extension up from the drain line to the base of the well.Once the window well has been installed, fill the bottom of the well with clean 3/4"free-draining rock.If a perimeter drain system does not exist,the area below the well should be excavated to the top of the footing and filled with dean 3/4"free-draining rock to obtain maximum drainage volume. STEP 2 Foundation and Measurements Figure 1 Foundation Preparation:Clean foundation substrate of dirt,debris,or excess concrete that would inter- 2"min. 4"min.for wall mount fere with the Mounting Flange from having full contact with the foundation wall.Make sure that there is at for buck mount I I flange position(note:flange least 4"of foundation material between fasteners and the window opening(see Figure 2). flange position shown in this position) Selecting the method of Wall Attachment:Each side panel is equipped with a universal mounting flange with pre-drilled keyholes for ease of installation.These versatile aluminum mounting flanges allow the win- dow well to be attached directly to a foundation wall or metal window buck. a Wall Mount Flange Position:The mounting flanges are supplied from the factory in the position for direct anchoring to the concrete foundation wall(keyholes in flange are located to the outside of the window well). Buck Mount Flange Position:In the Buck-mount position,mounting flanges are designed to accommodate manufactured metal window bucks with screw anchoring systems.To switch the flanges to the Buck-mount position(keyholes in flange are located to the inside of the window well),remove the screws that hold the keyhole angles to the panel channels,reverse the right and left angles(ensuring that"keyholes"are right- side-up)and reattach them to the pre-punched holes in the channel with the keyhole legs to the inside. (note:the Buck-mount flange position can also be used for wall mounting in retro-fit installations,eliminat- ing the need to over-excavate). Figure 2 Measuring Anchor Hole Location for Attachment to the Foundation: Horizontal Hole Measurements:The ScapeWEL window well should be centered on the window opening in the foundation.Measure and mark the center point of the window opening on the foundation.Using the table at right,find the dimension for the window well model and flange position that you are using.Center this dimension on the window opening center point and mark the end points on the foundation. Snap a plumbed vertical line at these points with a chalk line. Model Horizontal anchor hole distance for foundation anchoring Vertical Hole Location:Position top of well on the foundation at least four Number Wall-Mount Flange Position Buck-Mount Flange Position 4048-42 49-5/8" 40-7/8" (4)inches above where the finished grade will be.In order for the window to open,the well must be positioned with the bottom of the cover notch in 4048-54 61-5/8" 52-7/8" the side panels above the top of the opening window sash.If mounting the 4048-66 73-5/8" 64-7/8" window well against an existing home in which the exterior siding is at or 4862-42 49-5/8" 40-7/8" near grade,it may be necessary to build out from the foundation the width 4862-54 61-5/8" 52-7/8" of the siding with treated lumber at least 5 1/2"wide(e.g.,1 x 6 or 2 x 6). 4862-66 73-5/8" 64-7/8" The notch at the top of the side panels must be clear to allow for an option- Note:all measurements are the"B"marked holes. al cover(see STEP 3).It is essential that the anchor penetration be adjust- ed accordingly to ensure the required depth into the foundation. Anchor Hole Location for Attachment to a Window Buck: For direct attachment to a window buck with back-out screws,convert the mounting flange to the Buck-Mount position as described above in this section and use the corresponding holes listed below. "M"holes in flanges are for Monarch brand window bucks "B"holes in flanges are for Boman-Kemp brand window bucks Side panels should be attached to foundation wall or window buck before STEP 3 Side Panel Attachment snapping on the step panels. Wall or Buck Mount Configuration Mounted Directly to the Concrete:Keyholes marked"B"on the flanges will be used for both Wall-Mount flange position(key holes to the outside of the window well)or Buck-Mount flange position(key holes to the inside of the window well).Use a minimum of six(6)fasteners per Mounting Flange(12 per well)with(2)at the top and(2)at the bottom.(NOTE:Fasteners are not supplied with the window well.Fasteners must be designed for,and appro- priate to,the wall material to which attachment will occur.The Mounting Flange holes are designed to accept a 1/4"(.250")diameter fastener.The method of attach- ment must be adequate to restrain earth loads imposed on the well.) MSC303 Rev.9 062106 Embedment into the wall surface must be adequate to fully secure the fastener,but shall not be less than 1.5"penetration.Individual fasteners should have an ultimate load tensile capacity(pullout)of at least 1,800 pounds,or a working load tensile capacity of 450 pounds.Ultimate load shear capacity(bending)should be at least 1,700 pounds,or a working load shear capacity of 425 pounds(based on 3000 psi wall mate- rial).Wall materials less than 3000 psi may require deeper embedment to achieve required pullout and bending values.Seal/waterproof holes with an exterior grade structural adhesive when anchoring into hol- low core masonry units.Attach a 12"horizontal brace under each side panel(see Figure 5).(Note:Brace not supplied with window well,use 2x4 or 2x6 lumber.) Buck Mount Configuration Mounted to Metal Window Pouring Bucks with Back-Out Screws: Use all back-out screws available on the buck.If the top and bottom holes extend above and below the buck use fasteners as indicated for wall mounting and secure the very top and the very bottom of the side panel flanges directly to the foundation wall.There must be a minimum of six(6)attachment points per flange including those provided on the window buck. STEP 4 Attaching the Step Sections: SNAP Step sections have open slots at each end which snap onto the protruding tabs located on the side pan- Figure 3 els.Push the step into the notches above the tabs(both sides at the same time),and force the step slots over the panel tabs until the step"snaps"into place(see Figure 3).Use(2)2-1/2"long plated deck screws (four per step panel)to cross-pin the steps to the side panels at each step/side panel connection(see Figure 4)(Note:Screws not supplied with window well).Reference the pre-marked locations for cross pin- ning.This will ensure that the step will not detach during backfilling. STEP 5 Assembly Bracing: SCREW In addition to the horizontal side bracing mentioned in STEP 3,vertical bracing must be provided to pre- v vent the well from pulling away from the foundation during backfilling.Use(2)wood T-braces measured to fit vertically from firm soil at the bottom of the excavated opening to where the bottom step attaches to the side panels(see figure 5). In order for the optional cover to fit,the ScapeWEL window well must be installed within a one inch(1") overall tolerance.Proper cross bracing prior to backfilling will ensure that the well will be square.Using a 2 Zt x 4 as a guide,add both diagonal measurements and divide by two to obtain the desired diagonal brace length.After cutting the first diagonal brace and placing it above the second step,recheck the second diag- onal for length before cutting.The two 2 x 4 cross braces must be the same length.Place the second diag- onal brace on top of the first(see Figure 5).(NOTE:Braces not supplied with window well,use 2 x 4 or 2 Figure 4 x 6 lumber.) STEP 6 Backfilling: '' • r If sandy soil exists,line the opening with a permanent barrier(such as house wrap)to restrict sand from washing into rock.FAILURE TO PROPERLY BACKFILL WILL VOID WARRANTY OUTSIDE of Well:Backfill evenly by hand on all sides as the hole is filled in;Do not do one side at a time. cry Always use 3/4"dean free-draining rock or A6 stone completely around the well at least 12"in width to iso- late the well from the earth.Fill area to within 4"of top step panel.This will keep window well movement to a minimum during cold weather freeze/thaw conditions and settling soil.Do not use expansive soils,frozen 0 soils,material that has debris,or organic material. � INSIDE of Well: Place the free-draining rock in the bottom of the well to within 1"of the window sill as described in Step 1 (Sub-drainage).Make sure that the free draining rock fills the space directly under the side panels to the bottom of the excavation to provide additional support.Do not settle material around the well with water.Place planting soil or free draining rock between steps by hand.Note:Sides and steps are provided with a slight curvature that may straighten after backfilling which is normal and acceptable. General Care and Maintenance: F; The exposed surfaces can be cleaned with a mild nonabrasive cleaner and potable water.Follow manu- facturer's limitations noted on the cleaner to make sure that polyethylene is an acceptable surface. VERTICAL ScapeWEL window wells are finished building product and must be protected from damage during the T BRACE remaining construction process.All construction equipment must be kept 2 feet away from the well during + 0� construction. Window Well Models: Figure 5 Model No.of Inside Projection From Height*of Side Panels Extension Maximum Width of Opening Optional Cover Models Tiers Width Foundation Standard With Extension Model No. Wall Mount Buck Mount Dome Metal Grate 4048-42 2 42" 41" 48" X X 42" 38" 4042C CG1 4048-54 2 54" 41" 48" X X 54" 50" 4054C CG2 4048-66 2 66" 41" 48" X X 66" 62" 4066C CG3 4862-42 3 42" 49" 62" 81" 3019-42 42" 38" 4842C CG4 4862-54 3 54" 49" 62" 81" 3019-54 54" 50" 4854C CG5 4862-66 3 66" 49" 62" 81" 3019-66 66" 62" 4866C CG6 *Side panels must extend 4"above grade levet and 3-1/2"below the window sill p O O The Bilco Company Call r -854-9724 P.O. Box 1203 Installation Monday-Friday New Haven, CT 06505 • t log on to /3uddm y ori O a 7wdilia MSC303 Rev.9 062106 CASEMENT/AWNING WINDOWS Table of Casement and Transom Window Sizes Scale 1/8"(3)=1'-0"(305)—1:96 Window Dimension 1'-5" 1'-81/2' 2'-01/a" 2'-43/8" 2'-71st" 2'-1115/16' 2'-93/4" 3'-43/4' 4'-0" 4'-81/2" (432) (521) (613) (721) (800) (913) (857) (1035) (1219) (1435) Minimum 1'-5th" 1'-9" 2'-05/8" '-47/8' 2'-8" 3'-Otk" 2'-101/4" 3'-51/4" 4'-01/2" 4'-9" Rough Opefdng (445) (533) (625) (733) (813) (927) (870) (1048) (1232) (1448) Unobstructed Glass 125/8" 161/8' 193/4" 24" 271/8' 319hs" 125/8" 161/8" 193/4" 24" (casement,single sash only) (321) (410) (502) (610) (689) (802) (321) (410) (502) (610) Unobstructed Glass 123/.6" 511/16" 195/16" 239/26• 2611/16° 311/8" 2815/16" 3515/16" 433/28" 5111/16" (transom,singe sash only) (310) (398) (491) (599) (678) (791) (735) (913) (1097) (1313) - - - -- __ " CUSTOM WIDTHS—"'S" to T-0 W. - ----- -- -- oM � � 0 M F9= � 0 F9= = r` ~ CM1510 CTR1810 CTR2010 CTR2410 CTR2810 CTR3010 CTR2910 CTR3410 CTR4010 CM4810 CTR21810 CTR22010 CTR22410 CUSTOM WIDTHS—V-S"to 21.111b/u" n8 9v \ ^ D D FE] - o0 00 00 rn a .r N N N CR12 CN12 C12 CW12• CN22 C22 CW22' a m � = 1111 103 [Ell 0 F073o0 oa (V N N O N, CR125 UN125 C125 CW125• CX125 1 CN225 C225 CW225' (V SIT0 0 FI]aff , FI3 F13 M Q CR13 CN13 C13 CW13' CX13 CXW13 CR23 CN23 C23 CW23' o M o m Imo. a IF] [M CR135 CN135 C135 CW1350' CX1350 CXW1350 CR235 CN235 C235 CW2350" CR14 CN14 C14 CW140' CX140 CXW140 CR24 CN24 C24 CW240' El 01 CR145 CN145 C145 CW1450' CX1450 CXW1450 CR245 CN245 C245 CW2450' CR15 CN 15 C15 CW150" CX150 CXW150•' CR25 CM25 C251 CW250'' X ico s `. CR155 CN155 C155 CW1550' CX1550 CXW1550" CR255 C0T255 CW2550' -�•/ fir' -_ 0* 0 ya• CR16 CN16 C16 CW16 0• CXI6 CXW16 CR26 yyCN2 6 C26 ♦CW26 •'Window Dimension'always refers to outside frame to frame dimension. •"Mlnlmum Rough opening'dimensions may need to be Increased to anon for use of building wraps,flashing,sill penning,brackets,fasteners or other Items. •Dimensions in parentheses are in millimeters. 0 Meet or exceed clear opening area of 5.7 sp.ft or 0.53 mr,Gear opening width of 20'(508)and clear opening height of 24'(610)with appropriate hardware,straigtt or split arm operator,specified. •Meet clear opening width of 20'(508)using sill hinge control bracket with split arm operator specified(bracket can be pivoted for cleaning position)and meet clear opening width of 22'(559)with straightarm operator specified. • -Available with straight arm operators only. 20132014 400/200 Series Product Guide Page 1 of 2 EI empotramiento en la superficie de la pared debe ser adecuado para asegurar completamente of fijador,pero la penetraci6n no debe ser menor de 38 mm.Los sujetadores individuates deben toner una capaldad de tracci6n de carga(extracci6n)6ptima de al menos 1800 libras o una capacidad de tracci6n de carga real de 450 libras.La capaci- dad de esfuerzo cortante(pandeo)6ptima debe ser de all menos 1700 libras o una capaldad de esfuerzo cortante real de 425 libras(basado en un material de pared de 3000 psi).Los materiales de pared de menos de 3000 psi pueden requerir un empotramiento mas profundo para lograr los nivetes de extracci6n y pandeo requeridos:' Sellefimpermeabilice los orificios con un adhesivo estructural para exteriores cuando inserte las andas a unidades de mamposterfa hueca.Fije un refuerzo horizontal de 305 mm debajo de sada panel lateral(vea la figura 5).(NOTA:EI refuerzo no se induye con of pozo de ventana,use madera de 610 mm x 1219 mm 6 610 mm x 1829 mm). Configuracl6n de montaje en of marco montada a los marcos estructurales fundidos de la ventana con tomillos para pozo de ventana: Use los tomillos para pozo de ventana disponibles en of marco.Si los orifilos superiores a inferiores se extienden por4TRABE� encima y por debajo del margo,use sujetadores oomo se indica para of montaje de pared y asegure of tope y of fondo de los bordes de los paneles laterales directamente a la pared de lmiento.Debe haber un mfnimo de seis(6)puntos Figura 3 de fijacaon por borde,induyendo losq uebnnda of marco estructurel de la ventana. PASO 4 Instalacion de las sectiones de escalones: Las sectiones de escalones tienen ranuras en sada extremo que traban sobre las lengiietas sobresalientes ubi- cadas en los paneles laterales.Coloque la secci6n en las muescas sobre las lengiietas(ambos lados a la vez)y fuerce las ranuras sobre las lengiietas del panel hasta que traben en su sitio(vea to figura 3).Use 2 tornillos encha- TORNILLO pados de 64 mm de largo para terrazas(cuatro por panel de escal6n)para fijar los escalones a los paneles laterales en sada conexi6n de panel lateral/escal6n(vea la figura 4).(NOTA:Los tomillos no se induyen con of pozo de ven- tana).Observe la ubicaci6n previamente mareada para estos tomillos.Esto asegurara que of escal6n no se sepa- re durante of relleno. \, PASO 5 Re(uerros del conjunto: Ademas de los refuerzos,laterales horizontates menlonados en of PASO 3,se deben colocar refuerzos verticales para evitar que of pozo se separe de los cimientos durante of relleno.Use 2 refuerzos de madera en T medidos para Figura 4 que quepan verticalmente desde el suelo firme en of fondo de la abertura excavada hasta donde el escal6n inferior se fija a los paneles laterales(vea la figura 5). ' , Para que la cubierta optional se ajuste,se debe intalar of pozo para ventana ScapeWEL con una toteranla general de 25 mm.Los refuerzos cruzados apropiados-antes del relleno aseguraran que of pozo se mantenga a escuadra. Usando una viga de 610 mm x 1219 mm tomo gufa,surae ambas medidas diagonales y divida por dos para obtener a la longftud del refuerzo diagonal que se desea.Despu6s de cortar of primer refuerzo diagonal y colocarlo sobre of sen- k5 gundo escal6n,verifique to longitud de la segunda diagonal antes de cortar.Los refuerzos cruzados de 610 mm x 1219 mm deben toner la misma longitud.Coloque of segundo refuerzo diagonal sobre el primero(vea la figura 5).(NOTA:Los °4e' refuerzos no se induyen con of pozo de ventana,use madera de 610 mm x 1219 mm 6 610 mm x 1829 mm).. PASO 6 Relleno:' Si of suelo es arenoso,forre la abertura con una barrera pennanente(tomo envoltura de Casa)para evitar que la arena se infiltre'entre las rocas:EL RELLENO INADECUADO ANULARA LA GARANTIA: AFUERA del pozo:Rellene a mano;uniformemente por todos los lados mientras se Ilona of agujero.No Ilene un E: lado antes y otro despues.Use siempre rota limpia de 19 mm de drenaje libre o piedra A6 completamente alrede- dor del pozo con un ancho de al menos 305 mm para aislar of pozo de la Cierra.Rellene of area hasta menos de o 102 mm del panel de escalones superior.Esto redulr6 al minimo of movimiento del pozo de ventana durante las REFUERzo condilones de congelaci6n/deshielo,y of asentamiento del suelo en of dima frfo.No use tierras expansivas,tierra6 • VEEN T� congeladas,materiales que contengan escombros ni materiales organicos. ADENTRO del pozo: Coloque la rota de drenaje fibre al fondo del pozo a 25 mm de la solera de la ventana tomo Figura 5 se describe en of PASO 1(Sub-drenaje).Asegrirese de que las rocas de drenaje libre Ilenen of espacio directamente debajo de los paneles laterales hasta of Tondo de la excaval6n para brindar un apoyo adilonal.No use agua para asentar of material alrededor del pozo.Coloque a manotierra de sembrar o rota de drenaje libre entre los escalones.NOTA:Los'lados y los escalones tienen una ligera curvatura que se puede enderezar despues del relleno,esto es nominal y aceptable. Mantenimiento y cuidado general: Las superfiles expuestas se pueden limpiar con un limpiador moderado no abrasivo y agua potable.Siga las instrucciones del fabricante del limpiador para ase- gurarse de que of polietileno sea una superfide aceptable.Los pozos para ventanas ScapeWEL son productos de construcci6n acabados y beben protegerse del daho durante of resto del proceso de construcci6n.Todos los equipos de construcci6n deben permanecer a 2 pies de distancia del pozo durante la construed6n. Modelos de pozos para,ventanas: Proyecci6n No.del Altura'de los paneles laterales Ancho miximo de la abertura Modelos de cubiertas opcialeson Modelo No.de Ancho desde los modelo de escalones interior cimientos Estfindar Con extensi6n la extensi6n Montaje Montaje en en la paredel marco Cupula Rejilla de meta ' 4048-42 2 1041 mm 1041 mm. 1219 mm X X 1067 mm 965 mm 4042C CGI 4048-54 2 1372 mm 1041 mm 1219 mm X X 1372 mm 1270 mm' 4054C CG2 4048-66 2 1676 mm 1041 mm 1219 mm X X 1676 mm 1575 mm 4066C CG3 4862-42 3 1041 mm 1245 mm 1575 mm 2057 mm 3019-42 1067 mm 965 mm 4842C CG4 4862-54 3 1372 mm 1244 mm 1575 mm 2057 mm 3019-54 1372 mm 1270 mm 4854C CG5 4862-66 3 1676 mm 1244 mm 1575 mm 2057 mm, 3019.66 1676 mm .1575 mm.- 4866C CG6 "Los pansies laterales se deben extender 102 mm por encima del nivel del suelo y 89 mm por debajo de la solera de la ventana p D a The Bilco Company :r r : , 724 4 O P.O.;Box 1203 - • -• r p.m., . . . e/este New Haven, CT 06505 sobre la instalaci6n? MSC303 Rev.9 062106 Existing basement /I.- O*x 6'6'Fr ______.i,_--____-___ _ SCOPE OF WORK 17'o" Partition off 2 rooms in existing basement. - No structural. Insulate walls. Plaster walls. I- V Suspended ceiling. Add egress window Exercise room & Bilco well system. X-11" 2'-0'x 6'-6'Fr 2'-0'x 6=8'Fr 11'4 1/2" 2 7112- N 00 _1 J1 � T 1 N T Computer room 76i 1- N y I V rn 7'-7" -0 x�1.F\1 /116" 6'-8 1/16" 2'-0'x 6'8'Fr Steve Boyco 243 Great Pond Road North Andover, MA 01845