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Home My WebLink About0114 MAIN ST./RTE 6A(W.BARN.) Oxfo 'r NO. 1521/3 ORA MAMwU" CL, 36 q C A-lu e si*'o'sk � r c,Se m-a�.IKINLIN GROVER `qo REAL ESTATE BOB NORTON n bnorron@kirilingrover.com 9 cell 508.367.2023 office 508.362.2120 private fax 508.310.9090 3221Roure 6A,P.O.Box 156 Barnstable,MA 02630 QKinlinGrover.com Owner 252-398 j� CHRISTMAS CROSSING INC Contractor ]CONTRACTOR UNKNOWN .Active --- - Business -- ,Status code APRV-APPROVED NO INSPECTREQUIRED� ,;Status memo I1 Assigned to Permit `515678- �� - - - T- -- - Existing use 3250, r. RETAIL&SERVICE STORE SMALL ,r 7inri- Fn- t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 00 -Application Qmod Health Division Date Issued Conservation Division Application Fee 2� Planning Dept. Permit Fee J , Date Definitive Plan Approved by Planning Board AA Historic - OKH Preservation/Hyannis ,Q h1 L Project Street Address 114 lfttA 1A Village WT WMq;kk Owner t At'� Address 304- C&gt.T60 gLAk 60,4LE%y 1" 1N 7701Z Telephone [S) 30$- 01 u 0f�- Permit Request it' 9kno ACCESfoM TOWC-U 9 69ALVkkQ I* LEFT CAR& IoAW 4-VWQWc 4-vl''9 DE Ci-) e ACE fhoE qwr tabi 0(vices -ya towt jiyaw,j shF��j(jnS t FT ��%Q PA E- rttns N10 Square feet: 1 st floor: existing-564 proposed S t4 2nd floor: existing Fak proposed otal new Zoning District Flood Plain Groundwater Overlay 14tw(b( Project Valuation` 4 00(9'� Construction Type WE L- Oh*-E (tE gv 1L.0 vE I�i��4+ (LroS6 S Q(%;�WtlgoNs Lot Size.6 i P--(Lps Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family EK Two Family ❑ 7- ye's -Family(# units) Age of Existing Structure 93J Historic House: ❑ No On Old Kin 's Highway: 5 Y� g 1 ges �\ No Basement Type: ❑ Full ❑ Crawl Od Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 10- nc Number of Baths: Full: existing new Half: existing new 0 Number of Bedrooms: existing A new Total Room Count (not including baths): existing _new First Floor Room Count Heat Type and Fuel: ❑ Gas ki Oil ❑ Electric ❑ Other Central Air: ❑Yes 'A No Fireplaces: Existing New Existing wood/coal stove: ❑Yes X No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing" ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ o Commercial ❑.Yes ❑ No If yes, site plan review# Current Use Proposed Use v� R2 N rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name SI'E S Cc.�U (llclpA(LD 3,LENN �u , Telephone Number (501 11% `11 t3 Q�A Q S Address X 4 0 " 9Z50 S'E ► O WA1 License # CS SS 3 i S ilwcikl 1 N 01563 Home Improvement Contractor# 10164Z Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO fE `1'a�l� rft�E LPG WW'.) im cemoh waif ff VIc1ES XAC SIGNATURE DATE `O °l 0 4 FOR OFFICIAL USE ONLY - TA �a q j =APPLICATION# ' DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE ' OWNER DATE OF INSPECTION- _ (� FOUNDATION FRAME fE G�foe�ft � O� OJ INSULATION X/wj.f i!i �oi��K�S� � P�Ojo(o lt4k4_1 FIREPLACE ELECTRICAL: ROUGH FINAL. . S PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING e - ly, l7 ` chi_ _ . • DATE CLOSED OUT ASSOCIATION-PLAN NO. . Town of Barnstable ti Regulatory Services MAM ,; Thomas IT.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyaaais,MA 02601 www.toWn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-62. Property Owner Must Complete and Sign This Section. I, bi / bu, as Owner of the subject property herebyauxhorize . J' / to act oa my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) r . S ignature of Owner Dat6 Print Name i if Property Owner is applying for pen-nit please complete the Homeowners License Exemption Form on the reverse side. i Q:r0RMS:0\VNERPERMiSSI0Jq i i Boa t-d of Buildin!, Re!-ulations anti Standards Construction Supervisor License License: CS 55731 Restricted to: 00 RICHARD J LENNOX PO BOX 480 SANDWICH, MA 02563 ' Expiration: 11/7/2010 Cu min ivvinner Tr#: 6048 72. ' Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: Board of Building Regulations and Standards Registration: 108642 One Ashburton Place Rm 1301 Expiration: 8/20/2010 Tr# 272667 Boston,Ma.02108 it 1 Type:.Private Corporation BENABBY INC/'DISASTEFtSPECIALIST RICHARD LENNOX..'• • 9 Jan-Sebastian Way �y..� — Sandwich,MA 02563 Administrator Not valid without signatu The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street c� Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lebbly Name (Business/Organization/Individual): W 1XM _VK . dIA n�A�� VVIA113TJ Address: 9 5I40 S'trbW414 14AI - ef, 4ax 480 City/State/Zip: Phone #: Are you an employer? Chec th appropriate box: Type of project(required): 1 I am a employer with 4. ❑ I am a general contractor and I * have hired the sub-contractors 6• ❑ New construction employees (full and/or p t-time). Remodeling 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7• ❑ g ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 ❑ Building addition [No workers' comp. insurance comp. insurance.$ 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additic required.] 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additic myself [No workers' comp. right of exemption per MGL 12 Roof repairs insurance required.] t employees.s. [[No workers'c. ploy §1and have no 13.90ther uht` L DAtA6¢ (! QA)(5 comp.insurance required.] (lk LAM(MV ot trJ�f(>a•N ►1'1fFpQJ *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: Policy#or Self-ins. Lie.#: U�^�-101q 7� —1 0 Expiration Date: 0 Ol Job Site Address: li4' Alta S►(tC� � d A" s apltN A4��, City/State/Zip: V, Sl (� If41tt��,I o2M 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 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 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 MA for insurance coverage verification. 7hereby ertify tt e h a' d penalties of perjury that the information provided aboove is trite and correct. Date: a'i(I� 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 S. Plumbing Inspector 6. Other Contact Person: Phone#: __ i 1 Information and -Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any'contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed.to be an employer." MGL• chapter 152, §25C(6)also states that"every state or local licensing agency shall.withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." .. Additionally;MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable,evidence of compliance with the insurance N »„ requirements of this chapter have been presented to the contracting authority. Applicants" Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificates) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit.• The affidavit should be returned to the city or town that the application for the pen-nit or license is being requested,not the Department of Industrial Accidents. 'Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which wid be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year;need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been,officially stamped or inarked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Mass achusetts�'` Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617.-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia i 111�111.1'4A liJ-L 1/ G // LV1V / , V.L . V/ full CCf%l L:. L/ VVL 1 CAA VGA YGA ACORD. CERTIFICATE OF INSURANCE DATE(MMIDMYY) 01-27-10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE OCEANSIDE INS GROUP HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 52 WEST MAIN ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE HYANNIS,MA 02601 COMPANY 28GDS A AMERICAN ZURICH INSURANCE COMPANY INSURED COMPANY B BENABBY INC DBA DISASTER SPECIALISTS COMPANY P O BOX 480 C SANDWICH.MA 02563 COMPANY D COVERAGE 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. CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMOMYY) DATE LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL PRODUCTS-COMP/OP AGO. $ CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY $ OWNER'S&&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Anyone fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(Per Accident) $ HIRED AUTOS PROPERTY DAMAGE $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGREGATE $ EXCESS LIABILITY - UMBRELLA FORM EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLYER'S LIABILITY UB4102P700-10 01-01-10 01-01-11 STATUTORY LIMITS X THE PROPRIETOR/ EACH ACCIDENT $ 500,000 PARTNERSIEXECUTIVE X INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIRESTRICMONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTM-CATE HOLDER AFPECTWO WORKERS COMP COVERAGE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT A=:BUILDING DEPT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF 200 MAIN ST ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE ACORD 25-5(3/93) W A Bolinder ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCV FOR ONE; AND TWO-FAMMY DET kCHED RESIDENTIAL-CONSTRUCTION (780 CMR 61.00) Applicant Name: %5ASTO %OPW Site Address: kkaf f�( n``(�6��Q�,(�N1A1tSSf( � print Town: N 6At�SWOLE Applicant Phone: ��°-5 $$1—I Applicant Signature: Date of Application: o L 0 S AO NEW CONSTRUCTION: oose ONE of the-following two•o ti.ons . 780 CMR.TABLE 6107.1 PRESCRITTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY Y BUILDINGS Ceiling or Basement Slab Option 1: Fenestration exposed • Wall Floor. Wall Perimeter AFUF_ HSPF U-factor floors R Value R-Value R-Valub R Value R:Value and Depth National Appliancc.Encr 3 5 R-3 8 R-19 R-19 R-10 R-10, Conscrvation Act(NAE( Q 1997 as amcndod,minim rater as applicabic Note: This form is not requir6d if you choose either of the two versions of REScheck as listed below. ❑ Option 2: RES check Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be.accessed at http•Hwww cncrRYcodcs.yoy/rrschecic/ ADDX ' OIVS.OR AY,IRA'TZOIS.TO EXISTING$TJILDXNGS.O DER S FEARS OLD* *73uildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a) ' SF 100 x - _ % of glazing b a (b) Glazing area equals . SF If glazing 's<40%.u4e the chart below. If glazing is> 40 % rgcee.•d to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING. LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM ❑ Ceiling and Slab Peru Fenestration R-Vall Exposed floors Wall Floor Basement Wall U-factor R-Value R-Value R-value R-Value and De .39 R-37 a R-13 • R-19 R-10 R-10, 4 a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full P value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access o ernin s . ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the tot El '. glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of f addition. Note: Owner to fill out COnsumer Information Form found in Appendix 120T SEE AITaO� W��r� I a�S 02/.04/2010 01:07 5087785731 CAPE COD INSULATION PAGE 02 Cape Cod Insulation, Inc. 01/25/2010 455 Yarmouth Road Hyannis, Ma. 02601 Ph.1-800-696-6611 Fax. 1-508-778-5735 To: Barnstable Building Department, This is the scope of the insulation that we will be doing at 114 Main Street Route 6a Barnstable. JOB SPECIFICATIONS -- Ceilings with 10", R-30 Kraft faced batts with proper vents installed at eaves. Exterior walls with 3 1/2 , R-13 unfaced batts with polyethelene vapor banrior. Stairwell with 3", R-13 Kraft faced bans. Slopes with 6" R-19 unfaced batts with vents and 1"rigid board. Kneewalls with 3 1/2", .R.-13 Kraftfaced batts. Exposed ceiling with 1011, R-30 Kraft faced batts. Plates and runners with 3 1/21, R-13 Kraft faced bates. Chimney walls with 3 1/2 R-13 Kraft faced batts. Thanks Keith Presswood Sales Manager 02/04/2010,i 01:07 5087785731 CAPE COD INSULATION PAGE 01 790 CMR: STATE BOARD OF BUILDING IZEGU[ATIONS AND STANDARDS TUE IVASSACRUSETTS STATE BUILDING CODE •�� alterations or additions, or change the use or 780(,NM3d04.0 REQUIItEMENIS FOR r` occupancy of existing building,and when said CONTINUATION OF THE SAME USE application proposes the use of compliance GROUP OR alternatives,the building official shall ensure that CHANCE TO A USE GROUP one copy of the proposed compliance alternatives, RESULMG IN A CHANCE IN H4Z4RD including applicable plans,test data,or other data 11V DC OF ONE OR LESS for evaluation, be submitted to the BBRS, 3404.1 General: The requirements of 780 CMR together with a copy of the building permit 3404.0 and applicable provisions of 780 CMR 3408 application and the building official's decision shall apply to all repairs and alterations to existing regarding the proposed compliance alternatives, buildings having a continuation of the same use group or to existing buildings changed in use group 780 CMR 3403.0 HAZ4RD EMEX of one or loss hazard index(Table 3403). 3403.1 Hazard Index: In the implementation of the provisions of 780 CiviR 34, the hazard index 3404.2 Requirements exceeding those required associated with a particular use group-shall be as for new construction:Existing buildings which, in identified in table 3403 and Appendix F. in order part or as a whole, exceed the requirements of to dctennine the applicable provisions of 780 CMR 780 CMR may be altered, in the course of 4 the hazard index of the existing use group shall compliance with 780 CMR 34, so as to reduce or be subtracted from the hazard index of the proposed remove,in part or completely, features not required use The algebraic difference shall be used to by this code for new construction. determine the applicable provisions of 780 CMR 34. Exception: Pursuant to M.G.L. c. 148, § 27A, Table 3403 fire protection devices,shall not be disconnected HA ESCRI INDEX (temporarily or permanently), obstructed, USE DESCRJt`1 tON HAZARD removed or shot off or destroyed without first GROUP HAZARD ' INDEX procuring a written permit from the head of the NO,t2> local fire department. A-I Theater with stace 6 A-2 ieht Club 7 3404.3 New building syslenitr Any new building A-3 Theater without stq e 5 system or portion thereof shall conform to 790 CMR A-3 Restaurant 5 for new construction to the fullest extent practical, A-3 Lecture halls,recreations centers, 4 However, individual components of an existing m—unts,libraries.similar building system may be repaired or-replaced without assembly buildines .requiring that system to comply frilly with the code A-'i Churches 4 for new construction unless specifically required by B Business 2 780 CMR 3408 E Educational(IC through 12 4 F Factory and industrial 3 3404.4 Alterations and repairs: Alterations or '\_j �✓ H Hi hard a repairs to existing buildings which maintain or 1-1-1-3 Institutional restrained improve the performance of the building may be 0( 5 trade with the same or I' e I-2 Institutional Inca acitated 'als unless M Mercantile required otherwise by 780 CMR 3408. Alterations-- j 7 or repairs which have the cffecl of replacing a - a-t Hotels,morel: R-2 Multi 2family building system as a whole shall comply with R-3 One and two Tamil e 2 790 CMR 3404.3� 5-1 Stora C.moderate hazard 3 3404.9 Numberofdeans of Egress: Every floor or S-2 Stora e.low hazard 1 story of any existing building shall provide at least Notes to Table 3403: the number of means of egress as required by (1) See 780 CMR 3 and 4 and Appendix F. 780 CMR 3400.4 and which are acceptable to the (2) Hazard Index Modifier for selected construction building official. typC5 as follows: (a) When a building is classified in construction Type 3404.6 Capacity of exits: All required means of i A, 18,2A,or 2B,subtract one from the Hazard index shown in Table 3403 for the applicable proposed now egress shall comply with 780 CMR 1009.0.Existing use group only. means of egress may be used to contribute to the (b) When a building is classified in construe(ion Type total egress capacity requirement based on the unit 2C or SB. add one to the Hazard irtder shown in egress widths of 780 CMR 1009.0. Table 3403 for the applicable proposed new use group \ only, Exception: 409).POrii !!y Preserved Historic 3404.7 Exit signs and lights: Buildingg(780 CMR 3409), be g Exit signs and lighting shall be provided in accordance with 780 CMR 1023.0. 448 no CMR-Sixth Edition 2/20199 (Effective 31119R) w�V Qo _ 1 JOB Q�fS� — l7G"'Gtr Z�44.{�'{yQ.Plllr"� . TAYLOR DESIGN ASSOC., INC. SHEET NO. I OF j P.O. Box 1313 02 Forestdale, MA 02644 CALCUUITEDBY C'�+Y DATE 7 Tel./Fax: (508) 790-4686 CHECKED BY DATE �4 M�.•N•5 t w ALE 3-zxro sla.r..a O L i -i AZ . _ :tW,s..e. _ .. ....... . -. . .. . . :... .. . ... ... . .. ..... . _ �c� .ST+i.�c,►y*-+!�c- ..C.•�A.C-tic�....�b.. 9.00_Fs�:.r.��. .. .... ............ . ... _. ...:30 _T._.It'J.M...I.nEy4rw4i�'M��.... _ _ .. .._..._...._ .. _._.. _►�'�2�.. C.�t._�..�r.... _ .zee_ Ps g. . _. ._ .._..._........ .._. � ._ N ! I .. . .. ... �.�,:•.�o. l..nak,,r,. ._. .a.t.ea....�-tl�t.F .... .:.....Z.t...P�F. ... ........... . .. . .._ ... ........... ..... . _. - . lo. JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. Z- of: 3 P.O. Box 1313 02 Forestdale, MA 02644 crLLcuuTED BY eT T DATE J'7—[� Tel./Fax: (508) 790-4686 CHECKED BY DATE P--r.e.A. W . ... '�.OH►•I Z .. .. � X..{p S.. . �'�. . I t.._....o..C.... Gc7..=. ..e'�.._�t,.c�'.:_.-_ _._... _._..---- . ... ._.. ._. . _ i �•... c7J_ �...� Z. ..40.t e> L6ev • 3-.....2_ .cd�.3 . ... .v,c... 5 =•. 3�i 1,..3.9�. S .... ... ........ �fi=.. Z•.�.3!,.G..�,).... G.3 . TAYLOR DESIGN ASSOC., INC. SHEET NO. 3 of � P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY, e4 Y DATE S l O•' 1-� Tel./Fax: (508) 790-4686 y,,� CHECKED BY DATE �a I ` 4 W. !' ^vUv s T SCALE 4..30o t4'G- ,�..... _._ ......t 74.7.0 .. - I 3�G *. �l cam. 06c. 4•....4_.. ►4.:...)...._ G � F.�.,fl 7..... S'.�FT.. ... ... . DO I-Rts. .. c-4sAt . .P.GF Ar 1 .. I Tr. ,. �I-E "o ',,i,S 1.2 All `oEtHEroy�y Barnstable Old Kings Highway Historic District Committee &UtNVA8LE. 200 Main Street, Hyannis, MA 02601;TEL: 508-862-4787 Fax 508-862-4784 M �p t639. �00 rEDMA'�� APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made;with four(4)complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans,drawings, or photographs accompanying this application for: Check all categories that apply; 1. Building construction: ❑ New ❑ Addition ❑ Alteration 2. Type of Building: House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting, roof Xn,ew roof ❑ color/material change, of trim, siding,'window, door 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign U640 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court Other 04j"1I4 6. Pool ❑ swimming El man-made pool Type or Print Legibly: Date: d .A5/10 Address of proposed work: House 1(4 45• (LovVE A 60HPOO Street: YA jN met _j�aa 'CA ``��V��iillla�age��W6Sr 6*01MI Assessors Map Lot# Description of Proposed Work: Give particulars of wor1C o be"u5ne: l0 1 b In1N6�+SWeLiStA WSTIA6 AcctrfAtx 5T(w6jl6i AmWy EkvAn40 u gt t3 Tooi or. SOS Agent or Contractor(print): R��A _�1 „�� '�,� Telephone#: Address: 9 SAO , t4AK'lpr► ()IU 1C Contractor/Agent' signature: NOTE All applications must be signe y the current owner Owner(print): jK*61%1 . fltlM Telephone#: (615J30S-�1 Owners mailing addre A 3 ��1� %ACE- G-•�Cf T1 V 1L& -(IJ 0 Z Owner's signature: For committee use only. This Certificate is hereby APPRO /DENIED D (�` (� g V (� Dat °Z a� �O Members Si atures -co IU FEB 0 4_ TOWN OF BARNSTABLE HISTORIC PRESERVATION Any Iditions of approval: Ap 11••''.. �� ov�5 �`n c �o IPA ice , FEB 2 4 010 sgable Old Comm lee 1 Q:IGMD-Groups101d Kings HighwaylOKHNew ApplOKH Cert Approprinted ss 077, r . i Town of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS-SPEC SHEET Please submit 4 copies V Foundation Type: (Max. 18"exposed) (material -brick/cement, other) 9 xM E°NEAC t 6L44L Siding Type tr.11AGkQ material: WI1IT,( CEQW)- Color: tic MIt L Chimney Material: 4EYT YAWTA¢LE $(qQ� Color: 6 CA4, ( .V CE�1ar+�o �pNDhARIL w°'OS�E Qcrt�lvn Roof Material: (make &style) Color: �� Trim material K S P mkd Q1tW-- Color: *ME Roof Pitch: (7/12 minimum) 1Zc 960T H• 3 1Z=U4 S49 ��tiI �-4 ' 0AW(t ir 4AENscl4-0 3104ES U141U• CLAD &MOV— Window: (make/model)'[iLT WAjU j jAkk4kC Grb& material %0ji%0_ color�1NC Size(s)* SK fA O V11104V S NLE Qv%*46 alp1 os ?N�RhA--1(W X SeE p 6 v o,j 1y Door style and make: Sh�T=Aft material Color: elA Garage Door, Style N Size Material Color Shutter Type/Material: N Color: Gutter Type/Material: SSA USIS Awturun Color: WNKE Decks: material Size 1Z*(Z5 S'A1(LS Color: �AXNM�- 5"tTIIEW E ` t Skylight, type/make/modeV: material Color: Size: Sign size: ype a ena s: Color: Fence Type(max 6' ) Style Retaining wall: Material: N 1 P mngnLighting, freestanding ui mg Please provide samples of paint colors and a r rQ4h a style of windo aAV fences, lamp posts etc " ADDITIONAL INFORMATION: D \O I IIPFB o 4 I i I Ba"' %AN or STABLE 's I 0T 't1t PRESERV_e N 1 Signed: lan preparer) print name N (� W10A tel.no. �r�`4E- 19oy Location of application: l l4 Street no. MAIII 506t �0*0� Street WfE#, —a Af M Village WEST JA(WWQtL 2 QAGMD-Groups101d Kings HlghwaylOKH New AppIOKH Ceti Appropriateness 07.doc 4. SIGNS Diagram of sign, showing graphics, size, design and height of post, color and materials. Spec sheet. Site Plan on a GIS map or mortgage survey, OR photographs OR to-scale sketch of building elevation showing location of proposed sign; and any tree to be removed near a freestanding sign. Fee according to schedule. S. FOR LIST OF ABUTTERS: LEASE SEE OKH STAFF SIGNED (plan preparer) Print 4y#-t4A Date: 01- oS 10 T—el. P_h�opne-no's=, (�43) �¢ '�9 Sd8 NOTE D v FEB 0 4 FEB 2 4 2010 Town of Barnstable ► c t aylq Old King's - The Old Kings Highway Historic;5011,40FQo4ngR!zt�e'� YDENYINCOMPLE TEA PPLICATIONS Committee j kIISTORIC PRESERVA I I ATTENDANCE AT MEETINGS.- If the applicant or his/her representative is not present during the hearing is scheduled, the application may be either CONTINUED OR DENIED APPEAL PERIOD APPROVED PLANS PLAN PICKUP There is a fourteen(14) day appeal period for approved plans. This is necessary for each Certificate of Appropriateness and/or Certificate for Demolition issued by the Old King's Highway Committee. Plans approved by the Old King's Highway Regional Historic District Committee may be picked up at Growth Management,Regulatory Division, 200 Main Street,Hyannis, after expiration of the 14 day appeal period. If the 141h day falls on a Saturday, your plans will be available the afternoon of the.following business day. DENIALS Applications that are denied may be appealed to the Old Kings Highway Regional Historic District Commission within 10 days of the filing of the decision with the Town Clerk. For more information, see the Bulletin of the Old Kings Highway District Commission. BUILDING PERMITS, OTHER AGENCY CONTACTS In most instances, before commencing work, a Building Permit is required. The Building Division will require a certified plot plan for new construction and/or demolition. Commercial work may require Site Plan approval. Demolitions: the applicant should check with the Building Division as to conformance with Zoning requirements. Other Regulatory Agencies at 200 Main St, Hyannis MA 02601: Building Division 508-862-4038 Conservation Division 508-862-4093 Health Division 508-862-4644 QUESTIONS ABOUT YOUR APPLICATION? PLEASE CALL THE BARNSTABLE OLD KINGS HIGHWAY OFFICE AT 508 862-4787 5 Q:IGMD-Groups101d Kings Highwayi0KH New App IOKH Cert Appropriateness 07.doc f Andersen Windows and Patio Doors I New Construction Windows I Replacement Windo... Page 1 of 2 Andersen.j�&wjI1/ 5 Print errxoows«DOOR A 61� 400 Series Tilt-Wash Double-Hung Windows • High-Performance^"Low-E48 glass stays cleaner and reduces water spottingt • Nearly-invisible TruScene®insect screen optional • Traditional style • Rich natural wood interior • Attractive low-maintenance exteriors /^, • Convenient tilt cleaning f • Variety of grilles and insect screen options • Pine interiors available with factory-applied white finish c • FSC Chain-of-Custody Certified(PDF) Base Price: What's in the price?A Size: 3'1-5/8"W x 4'8-7/8"H$395 V Frame Finishes&Colors Interiors ;Mne..,,_ ... Pine ®AL _Exteriors. - FEB 2 4 zolvw tle Town of Barnshway �Whrte Sandtone Terratone® Forest Green Old King's Hig Painting and Sealing Exteriors Committee Hardware Classic SerieSTM Lock&Keeper Bar Lift Hand Lift Finger Lift optional optional optional Finishes White Stone Estate SeriesT"" p EC� EPW Lock&Keeper Hand Lift Finger lifts FEB 0 4 Z optional optional TOWN OF BARNSTABLE Finishes HISTORIC PRESERVATION r Bright Brass Antique BrassPolished Brushed Oil Rubbed Satin Nickel Distressed Chrome Chrome Bronze Bronze http://www.andersenwindows.com/servlet/Satellite/A W/AWProduct/awProductDetail/A WP... 2/5/2010 i :, Andersen Windows and Patio Doors I New Construction Windows Replacement Windo... Page 1 of 1 Andersen aw,d a Print 400 Series Picture Windows for Tilt-Wash ,._ Double-Hung Windows • High-Performance"m Low-E4®glass stays cleaner and reduces water spottingt • Rich natural wood interior • Attractive low-maintenance exteriors • Larger glass area lets in more light • Aligns with 400 Series Tilt-wash double-hung windows • Use as single window or in combinations Mal. • Wide range of sizes • Variety of grille options • FSC Chain-of-Custody Certified(PDF) Base Price: What's in the price?A Size: 3'11-5/16"W x 4'8-7/8"H$536 Frame Finishes&Colors �® Interiors _ AV R7 1 F r= 4 2010 Pine White t ,tt1SVable Town oI S Highway Exteriors old r,:t+s _ Committee White Sandtone Terratone® Forest Green V, Painting and Sealing Exteriors tExtedor of glass only,when activated by sunlight.A study of identical homes comparing Low-E to ordinary dual-pane glass showed a 25%savings on cooling bills,10%on heating.Savings may vary geographically. Appropriate selection of Andersen windows,doors,and accessories which conform to all applicable laws,ordinances,building codes and safety requirements is the sole responsibility of the architect,building owner and/or contractor.Check with your local Andersen supplier and building code officials for specific information. The product information available on this website is not,and is not intended to be complete.Be sure to verify with your architect or contractor that the windows,patio doors and accessories you select are suitable for your project.Your local Andersen dealer can then confirm availability and actual prices. Individual computer and monitor settings may prevent exact product color and hardware finish duplication.Please see your Andersen dealer for exact color and finish samples. p�ECE VE FEB 0 4 Zgn TOWN OF BARNSTABLE HISTORIC PRESERVATION http://www.andersenwindows.com/servlet/Satellite/AW/AWProduct/awProductDetail/AWP... 2/5/2010 �.. Andersen ,Windows and Patio Doors I New Construction Windows I Replacement Windo... Page 1 of 2 A ldemn-��l�l Print wrxaows.000AA Rl� 400 Series Casement Windows • Custom sizing available • High-PerforrnanceTm Low-E40 glass stays cleaner and reduces water spottingt • Nearly-invisible TruScene®insect screen optional • Rich natural wood interior • Attractive low-maintenance exteriors • Larger glass area lets in more light • Vinyl cladding protects entire sash from rain • Reach-out lock pulls sash tightly against frame • Pine interiors available with factory-applied white } finish • FSC Chain-of-Custody Certified(PDF) Base Price: What's in the price?A Size: 7 4-3/8"W x 4'0"H$391 Frame Finishes&Colors Interiors x�+r�wY Pine 'White' Exteriors ��® App� EB 4 2010 "White Sandtone Terratone® Forest Green � A Painting and Sealing Exteriors fI ' of Bams�abaY Tows. ,s Highw Hardware bid Ctomm'tt<ee EstateTTM Collection Operator Handle Finishes Bright Brass Antique Brass Polished Brushed Satin Nickel Oil Rubbed Distressed Chrome Chrome Bronze Bronze Distressed "in Nickel to N http://www.andersenwindows.com/servlet/Satellite/AW/AWProduct/awProductDetail/AWP... 2/5/2010 TM J D E C SMOOTH STAR FIBERGLASS DOOR SYSTEMS . F10 EB 0 TOWN OF BARNSTABLE HISTORIC FHR SERVATION 1 a - I . { r�! s`n jai^fir i.,:i��at•�w�wFlalt""�^��$� .r. •i�Ia� � ., � ''. --:-,-.....,.�+.�-,. —.'---.�-�,.o•.:'—.yes-�:�..,.z—��e�.,-._ _ ..._. __ . . .q'-. �.;t F+,.• .3..y.-. 2 1.� s r: ..�1�< V.� �n`,i..',�'•3,�'`'' Ag xr _!�_ �4x.�4'7 4q, :y.r, 3� �f�. F f. Stt• 'x Y r�K:�a� i t S11420 . b 51132 RAISED-PANEL RAISED-PANEL ,J� .��Y � t I •aaW, 51142SL. RAISED-PANEL IN YAM a:r:t�" I ��'� f '�,� �t&1: .F '':Yr �y'fi `"l ,1 j •��4 - - Z"�"s,.�ri `��'; 7=hf`�. `' yr ,.a r ,,,,tt g• - x � ' � ' - 5."' 1r!i .•'P' � fut -:'lti 'r:s e _ �.�' y cif r '_ 3 -, F'•'Y �;alb � �i�_ (y,(J'I a in:y 1155 S1122SL3+ Smooth-Star ROOT Style:SIOtS with S308SL S1dE!IfCS RAISED PANECA RAISED-PANEL , v( - RAISED-PANEL 1 pg 4 • a:L� �� "t°�y' .fit q' ��.'t'^I 'i '"c� s'i,:�.�SCf' t S128•LE: S308SLN c ems. � 5262•LE:• * 5151 - 5141@* P P S1080LE•:•* S263SL❖+ ' A Note:Smooth-Star doors are paint-grade plus and manufactured ready to be painted.Smooth-Star FEB 2`t 2010 doors shown here are painted to illustrate decorative possibilities. Town of Barnstable !' Old Kings Highway Il 96 . .THERMA®TRU' Committee i - _ t r � I` 1 / � �,` � r! � _.,,\�-sue••a .�.�r } 1 4 t i CA 74 LN ff.0 .Y.. f f r ,a .� ♦ I owit0.. f♦ rql s3 +>: { v1�t �� ♦ f pan •4 r p EC COVE FEB 4 4 2M TOWN OF BARNSTABLE HISTORIC PRESERVATION C W W �� J � 1 mo y 1 Y Coe �_ � 10 1 Town.of Barnstable 10 MAR 12 All :21 '"Er°"ti -Old King's Highway Historic District Committee BAMsrABLe. , 200 Main Street, Hyannis, Massachusetts 02601 9�p —�,er (508) 862-4787 Fax (508) 862-4784 rf0 MA'S z ' APPLICATION, CERTIFICATE OF APPROPRIATENESS FOR DEMOLITION OR RELOCATION OF A BUILDING OR STRUCTURE (including partial demolitions of buildings,structures; outbuildings, stonewalls, etc.) Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application: I Date: 01 /o f ao Address of Proposed work: Assessors Map and lot# I001 House.# ��,° Street �AJA MfL-tTXAVillage: Myt (SeNINU Demolition of: ❑house ❑part of house ❑Garage ❑ barn .❑stable ❑connnercial ❑stone wall Xther Description of Proposed Work: (Lfro%f OAMA& "UP" ACCC-SAM QVIL0144 p&M -(a I aT Lgk V4'L 64 p(Lvit BAN VNM1 F4AN& - qt(K S`[ttV'Rydr'A LA Ti � p;�sbEo Please complete the following information: Square footage of footprint of building(s) to be demolished: Building 1: . :110 2: _LSO 41- Square footage of total floor area of building(s) to be demolished: Building I to 2: 1fOr Owner(please print):)-,'`� �1(lQJ Tel#: Owner's mailing address: 3r f CJWcr,-� R f : 49911yiyit*1 37o]OL- Signature of Owner -Note: All applications must be signed by the owner,or evidence of authority to act for the owner submitted Agent/Contractor(please print): Tel#: Address: 9 fta!140W 0+IQ11 MA01�6 Signature of Contractor/Agent: If application is for removal to a di ; state where: 4A Note: A separate Certificate of Appropi Lateness is required for a relocation of a building or structure within the Barnstable ON Kings Highway Historic District. Check list APPROVED ✓ Application for Certificate of Appropriateness for Demolition or Removal,4 copies 4 2Q�Q ✓ Site plan,4 copies, FEB 2 Photographs of all elevations of building(s),outbuilding(s) or stone walls being demolished. - Fee according to schedule. Town of Barr= old Ktng's Nita.r JaY List of abutters,see staff Commit'k- For Committee Use Only This Certificate is hereby. Approved/Denied ate: Committee Members Signatures: EccmvE FEB 04 Coi 1 so Appro , i y TOWN OF BARNSTABLE I I RIf FS VA71ON i Q:IGMD-Groups101d Kings HighwmylOKHNew,4ppIOKHDemolitioix 07.doc Town of Barnstable Geographic Information System February 8,2010 �"4v 3{Wi1ri.,: '""` �1Yf T 1 ti L7i N -LtG-., y� ,-`^ i xik'♦Ki;��t.��;r '� � ySY j G�•,lf u;i�K�•iT ' i r µt ry 1 } x 135003 f+ 112002 #D "" SanrJwit/y a #0 135001 Jw .fir 112003 #0 #0 � t r a` [•)J 135002 u • �" 112001 #0 ht' #11 L M h 3 t 112004 Y 111611001. #52 ® 111022 #10 r - 111010 {C #27 { -6— *4111. 1110 8001 " 111021 #85 111041 111011003 134004 #0 #0 #30 #134 134006 ' Y � #0 .r► 111001 0111011004 111008002 #114 e #55 Att111020 #105' 111042 #. A 0 111011005 111005001 111007 #69 #2517 #133 ��cc11 111005003 11100A #0`J 134024 #50 037 111005002 1134005 #194 111012 #88 s ob-61 #54 111024 0 111038 #388 #74 #151 0 #21007 111011006 # 111039 #58 11 025 111045 • #169 0 111040 J 111046 # 11 f036 4 3 pgTH #42 ® `111026 #2 0008 #91V 1035 11 #185� #410 � t#74jo, .111003 111023 ® 111034 #30K #12 L#Gt4 n 111073 1134023003 134009002 n 111027 111029 111033 #30 111031 #0 , #300 ` e #342 111028 #35 111032 #240 1340230/11 11 f070 0 #324 1 304 0 #254 . #21 #34 916 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:111 Parcel:001 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:KIRBY,WILLIAM F&ROBINS Total Assessed Value:$457100 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map W+ are only graphic representations o1 Assessor's tax parcels. They are not true properly Co-Owner: Acreage:0.63 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:114 MAIN ST./RTE 6A(W.BARN.) r Buffer such as building locations. � tl' I �j. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 I. Parcel Application # 1:� �� Health Division Date Issued S Conservation Division Application Fee 50-ppD��& Planning Dept. Permit Fee hJ• OV Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannisi`v Project Street Address i 9 -44 ,MA► N sT e E r=T Village Owner Address i Zcr WQQ0LR1mJD s -_,10QZ50ea-3-r•,A Telephone S) a o:7 • 7 3 Permit Request 111Ar- emtenl,nae a , catl m ears+ioa4640rin4- 'adJ a ¢. oN V Square feet: 1st floor: existing io proposed O 2nd floor: existing (p`fib proposed _Total new _ Zoning District Flood Plain Groundwater Overlay Project Valuation 1:3 ,pop Construction Type Re-miodal Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure GO Historic House: ❑Yes KNo On Old King's Highway: CkYes ❑ No Basement Type: 5d Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) $9 Basement Unfinished Area (sq.ft) -704 Number of Baths: Full: existing ( .0 new 1 . 0 Half: existing i . a new _ Number of Bedrooms: 2 -existing Xnew Total Room Count (not including baths): existing new l First Floor Room Count _Z_ Heat Type and Fuel: Gas 0 Oil ❑ Electric ❑ Other Central Air: ❑Yes l Jo Fireplaces: Existing 2. New Existing wood/coal stove: 0 Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Bam---,J existing:.=0 new size_ Attached garage: ❑ existing ❑ new size _Shed: 0 existing ❑ new, size _ OtheF:;`; 0 , Zoning Board of Appeals Authorization 0 Appeal # Recorded 0 Commercial ❑Yes @(No If yes, site plan review# C� Current Use Proposed Use a --APPLICANT-INFORMATION- (BUILDER OR HOMEOWNER) Name C rf54o . g-y-IT orr_wo Telephone Number $019 73S 00 j Address Y63 rel. tjas Ihono4an License # C ao919 Ad. Afflebom „` a,2176c) Home Improvement Contractor# 173010 Email 'Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE q/►z II 57 r �• w7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE i OWNER DATE OF INSPECTION: r FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH FINAL GAS: ROUGH- FINAL ! FINAL BUILDING i z4 DATE CLOSED OUT 4 ASSOCIATION PLAN NO. f , rA Department ofIndusiri&Acdden& Office ofbzvesfigafions 9 -500 Washington Street ` Boston,HA 021 I www.mass govl&a Workers' Compensation 7nsm:-ance AfMavit:-Baders/ContractorsMectLicians/Plmnbers Applicant Information Please Print Legibly' Name(Busmcssiorgmizalic n&&yi u : t r/A4,5,a I, B ra y o Address: 163 Al 2rfh L►l Sbi%ic„n 5+ ::O-Z v - City/State/Zip: IV A141eboro "n 02160 Phone#-. 73yr Are you an employer?Check the appropriate bale ' Type of project(required): 1.❑ I an a employer with 4. ❑I am a general contractor mad I employees(fitII and/or part-time)-* have hired the sub-couuhactmrs 6. New constrocfian 2.66 I non a sole proprietor or partner- v�on the a�rhed sheet: 7. ❑Remodeling ship and have no employees These ors have 8. Demolition worldag for me many capacity• employees and have wodcers' [No wormers'comp.ksmm= comp.incmanrr-t 9. ❑Building addition 5. We are a corparaiion and its I0.[]Electrical repairs or additions 3.❑ I an a homeowner doing all wow officers have exercised their 11.❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.[]Roof repairs incrmmre -]t c.152, §1(4),and we have no employ=-[No worms' 13.❑Over camp-in=z cerequncd.] *Any applicaat that chca m box#1 most also fill oat the section below showing their wmi='conxpmssboa poIicy infDcontio_ ca t Horncawns who submit this affidavit indicating they air doing all woz c and them hire outside contactorsrout submit anew;d ndavit indicating such. tCoahartms that check this box mast attached an additinral sheet showimgthe name of the sah-ccmtc is and stair whether or not those entities have employees.If the sub-comtmctms have employees,they most provide their worms'comp.policy amber. I inn mt employer that is providing workers'compensation&wam:ce for nV er playem Below it the pogg nerd job site inforrnadoM Insurance Company Name: Policy#or Self-ins.Lic.# ExpitaticaDate: .Tob Site Address: ,/ : Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). FaRure to secure coverage as reggnhEd ruder Section25A of MGL a 152 can lead'to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonnent,as well as civil penalties in fire firm 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 std me t may be forwarded to the Office of Investigations of the DIA for insurance,coverage veufication. I do hereby certify under thepans andpenaMes ofpmJwy that the inforwat onprovided above is true and correct Si. Date: N / 5 Phone# X-08S-. 7 GO Offal use only. Do not write in this area in be completed by city or town oaZ iaL City or Town: Perm,tlT,icense# Isstmtg Authority(circle one): r 1.Board of Health 2.BtuldingDepartment 3,Cifp/Town Clerk 4,Eledzicai Inspector 5.Pltrmbiag Inspector t%Other Contact Person: Phone#: Information and Instructions hfawanImsetts General Laws cbaptes 152 requires all employees to provide workers'compensation fur their employees. Porsuantto this statute,as wpZVo ee is defined as"-.every person in the service of another under any contract of hire, express or implied,oral or writtrm- An an is defied as"aa i adivddual,pmtacrship,association,corporation or other legal eirtdy,or any two or mom of the foregoing engaged in a joint mterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occapant of the . dweIIing house of anoher who employs persons to do maintenance,construction or repair word on such dwelling house or on the grounds or building appurt=mt thereto shaIl not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant Who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neidm r the commonwealth nor any of its political subdivisions shall an into any contract for the performance ofpublic work until acceptable evidence of compliance with the insurance.. Mg1Ii1rmenfs of this chapter have been presentcd to the contacting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)nane(s), addn=(es)and phone nrmmber(s) along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurunce. If an LLC or LLP does have employees,a policy is rmpired. Be advised that this affidayh maybe submitted to the Department of Industrial Accidents for confirmation ofmsnanre coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application fur the permit or license is being requested,not the Deparhnent of Industrial Accidents. Should you have any questions regarding the law or if you are req¢hed to obtain a workers' compensation policy,please call the Department at the number listed below. Self-inspired companies should eater thleir self-insurance license number on the appropriade lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit:for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pemiit/licrose number which will be used as a reference number. In addition,an applicant that must submit multiple pennit/Ecense applications in any given year,need only submit one affidavit indicaimg current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or narked by the city or town may be provided to the ' applicant as proof that a valid affidavit is on file for fhfrire permits or licenses. A new affidavit must be filled obt each year.Where a home owner or citizen is obtaining a license or permit not related.to any business or commercial ventzu-e (i-e. a dog license or permit to buns leaves etc.)said person is NOT requhrd to complete this affidavit The Office of Investigations would hire to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Departmenf s address,telephone and;'ax number: Tlhm CommoawWtir of Massachusetts , Department of Industrial Accidents W=of 1ttvewgatio= 600 washingbn stmd 8ostou,MA G1 111 Ted_,#617 727-4900 ext 406 or 1-977-MASSAFE Fax#617-727-7744 Revised 4-24-07 v .m�,gov/dia | ATYCGidde/mWood ctio irt �� h Wind as 110 wph Prind Zone Alass0ichus~.'^w Checklist for Co' O ance (?80C&41163D1:2.1.1)| Ch=k . � . . . 1.1 SCOPE � --p-�-- WindSpeed(3-soc gust)...................-....................-...................... ---'-'------------'_-'1'O mph Wind Exposure ' CategoryWind Exposure - -' . 12 ' ---- Numbermf Stories� (a roof whicii exceeds 8�12 ' shaDbauons�onndomb�n4 �b�dom S2a�d�: . Roof Pitch ' ' BuildingLang�,L ...............................................-............. ............................................`------l.S8[y ---- ' Building Aspect Ratio __'_-,--- ____-----__---'_�---' 5��1 N �--- �� ^ � r�o�nuor |uo�o opan�g- ........... ..(Fig gG'8^ ' ' f'3 FBA8XN ''CON0ECJlQNS General compliance with fram|ng' c�nnendoos.......-...........(Table 2)............................................................... � 2.1 FOUNDATION Foundation Walls.meeting requirements cf788CMR54D4.1 ' Cmnoneto--._--------�----------'�-_---_---`�----'--------'-'----'--' . Concrete Masonry.........................------r----------'-'..............................................------' ---- 22 A0CHORAd;ET0 FOUNDATION'-3 � . �8^AoohorBoksinbaddodor5/8~ ' 'etary'&Uechanic6|Anchomooanalbenmadveinconcmateonk/ ' Bolt S ci and 4)----------------------' ' in. uouSplate............................. ..................:_.............. In.S 6^-12~' . � Bolt Embedment-concrete......................................... ......................................:....-..... in.2:7~ � Bolt Embedment 7 masonry........................................(Fig ............/............................... in.a16~ PlateyYaohac':.............................................................(Fig 5)..............................-------_�3^x 3'x�' � 3.1 FLOORS � ' ~~ ^~"=e""='== ��emn�n_'__-_____--_- --_ -_-.-'------ �S12' MaximumOpening `-�, Full Height Wall Studs at MGM Openings less than 2`from Exterior Wall(Fig G)-�----_-.-----.--.-' mmmum Floor Joist Setbacks ' SUppDding Loadbearing Walls;or8haanmaU................(Fig T).............,...................................... ft Sd Maximum Cantilevered Floor Joists � Supporting Walls*or Sh U Fl uo��nac:ogausouwm|�_-----_-------------_--.- B)............................. ' Floor Type ....................................................... Floor Sheathing Thickness ...........................................:.....(per 780 CMR Chapter --�- Fk»or@hao��gF�obe�ng----.-_----_----_-'--�-[7a0 e2)- dnaVssd � in edge/ in field 4.1 WALLS ' Wall Height ' Loadbearingand Table ft S1Qy vag� and Table ........................... ft*S 20' � Wall Stud Spacing _ ._'..----'----. and Table 5)................... hxs24^uc. | � Wall Story Offsets ..................................................... (Figo7&8)............................................ ft sd 4.3 O3[moR. ' WoodSbud� Loadbaahng*ds........................................................ ........................... - ft___h� ' ---_ Gable End Wall Bracing --__ - ........................................ - . or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4�a��n ��stortruss Double Top Plate � . � ....................................--_ft Splice Connection(no.of 16d common nails)..............(Table 6) ...................................................... . ___ AWC Guide to Wood Construction in Hi�glr Wind.�(reas: 110 f�rplr 13'ind Zone Massachusetts Cheddis•t for Compliance (780 CYLR5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) able 9 < Header Spans ..(T ).......:.........................._ft—in. SinPlate Spans ........................................................(Table 9).................................. ft—in.511 Full Height Studs (no. of studs)....................................(fable 3).................................... .............. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.'*"*'***...................................................(Table 9).................................._ft_in.517 SillPlate Spans...........................................................(fable 9).................................._ft in.5 12' Full Height Studs(no.of studs)....................................(Table 9)................................................. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4. Minimum Building Dimension,W Nominal Height of Tallest Openkng2 .............................................................................._5 6`8' SheathingType..............................................(note 4):,................................................... Edge Nail Spacing.........................................(fable 10 or note 4 if less)......................:. In. FieldNail Spacing...........................................(Table 10)........... :................................ in. Shear Connection(no.of 16d common nails)(Table 10)..... . ........................................... Percent Full-Height Sheathing......_:..........:...(fable 10).................. ° ° 5%Additional Sheathing for Will with Opening>6W(Design Concepts).............. .. Maximum Building Dimension, L Nominal Height of Tallest Opening2........................................................................_5 6'B' SheathingType............:.............................. (note 4)..................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. FeldNall Spacing.......................................:..(Table 11)................,................................ in. Shear Connection(no.of 16d common nails)(Table 11).......... . .. .......... Percent Full-Height Sheathing.......................(Table 11).............................................:....... % 5%Additional Sheathing for Wall with*Opening>6W(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?............................................................. .............................................................- 5.1 ;'ZOOFS. Roof framing member spans checked?...........:............(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............. ft 5 smaller of 2'-or L13 Truss or Rafter Connection#at L.oadbearing Walls Proprietary Connectors Uplft.........................................:......(Table 12)............................................U= If Lateral.............................................(fable 12).......................... p...................L= plf Shear............................:..................(Table 12)............................................S= If. Ridge Strap Connections,If collar ties not used per page 21... (Table 13)...............................T= pif Gable Rake Outlooker..........................................(Figure 20)............. ft 5 smaller of 2'or 1-/2 ' Truss or Rafter Connections at Non-Loadbearing Walls, Proprietary Connectors Uplift................................................(Table 14)........................................-.U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= . lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............. Roof Sheathing Thickness..............................._...:._...:............................................_in.2:7/16'WSP Roof Sheathing Fastening...........................................(Table 2)..................................... ................. Notes: -1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR•5301.21.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. 'Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-gr6de. ' u AWC Gi de to Wood Coristructiori bi High Wind Areas 110 ntp/r IrintlZone Massachusetts Checklist for Compliance (780 ChtR 5301.2.1:1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height i Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: I. Panels shall be Installed with strength axis parallel to studs, 1. All horizontal joints shall occur over and be nailed to framing. 11. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top•member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of ad staggered at 3 Inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required if project Is 1 mile or closer to shore(generally,south of Rte.29 or north of Rte.6) b)vertical addition—not required unless there is extenslve renovation to the first•floor c)replacement windows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. i —V*MNTNS EDGERE=DN FitA IM USE Ad NAILS ATS n 11 11 I 1 It 11 11 • . 11 ti it t, • CC 1 N H 1 ` ¢ ]N t ^ t . 11 I ► 1 1 1 It 1t K 1 1 1 y • 1 O lY �r� 1 � 1 1 }� Edt! 1 o n it 1 4 I°u 14, to t FRAMNG MDdaEFIs W I EDGEL+TEPUEMIJE 1 it ii r i 1 ' n 11 k 1 Q It .r RJ 1 t . , We-� u ' t 1 are' 1 -X tl t It 1 I 1 It n 1 11 11 t ♦ Y i a 1 i - -- _-; ST/lCaC,�PMD ' 3•MM4 NAI;SPACM } I NA PAT HERN PANEL PAWL EDGE DOUMENAILEDGESPACM DOTAL See Detail on Next Page Vertical and Horizontal Nailing Detail • for Panel Attachment Vertical and Horizontal Nailing • for Panel Attachment r r..�. � .. t J i�- I I r Town of Barnstable Regulatory Services Richard V.Scab,Director Building Division Tom Perry,Building Commissioner __......_-.---._.-......___ . _..-...-... 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, SE iNF- y: 'Dv N ,as Owner of the subject property hereby authorize Ch n&IoAhe-r Am vn to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 6XMre of Owner Signa6e of Applicant Print Name Print Name Date Q:F0RMS:0wNERPER1YflSSI0NP00IS Town of•Barnstable Regulatory Services `oF rti Richard V.ScaIi,Director Building bivision � ' Tam Perry,Building Commissioner a.639• 200 Main Street; Hyannis,MA 02601 CEO A www.town.barnstable.maus Office: 568-862-4038 Fax: 508-790-6230 HOMEORRa-R UCENSE E MEMON ---- -- —•.P(easePrint DATE: JOB WC.ATIOM number street village "HOMEOWNER": name home phone# work phone# CURRENT MA ING ADDRESS: cityftWu state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OFHOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) i The undersigned`.`homeowner"assumes responsibility for compliance with the State Building.Code and other applicable codes, bylaws,rules and regulations. _ i The undersigned"homeowner"certifies that he/she understands the Town ofBarnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner i Approval of Buil ding Of6cial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control H0MX0VYT R"S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a Iicensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities•requir'e,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFMES\FORMS\buDdmg permit fon MDTRESS.doc Revised 061313 Office of Consumer Affairs a;nd Business Regulation -- 10 Park Plaza - Puite 5170 Boston, Massach,.xsetts 02116 Home Improvement Contactor Registration Registration: 173070 Type: Individual' Expiration: 8/30/2016 Tr# 257269 CHRISTOPHER J. BRAVO CHRISTOPHER BRAVO 163 N. WASHINGTON ST#2 NORTH ATTLEBORO, MA 02760 Update Address and return card.Mark reason for change. Address Renewal Employment Lost Card SCA 1 0 20M-05/11 ,sue Licenselor registration valid for individul use only I �-\ Office of Consumer Affairs&Business Regulation n -_- ME IMPROVEMENT CONTRACTOR '. beforethe expiration date. If found return to: rl _ Office Exl lstration: 173070 Type: o�f Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 piration: 8/30/2016 Individual t Boston,iMA 02116 CHRISTOPHER J.BRAUO'. CHRISTOPHER BRAVO'.; i 163 N.WASHINGTON ST.#2:' NORTH ATTLEBORO, MA 02780 Undersecretary Nol,4alid without signature. I P•^,assaciiuse4fs D na+ Bea:-a.of Buiitlin� o Ucensd: CS-091999 CfHusTl*J ER J BRAVO 2 VERNON'RD MEDW AY MA 03053; j x , • ExpiratioO..- _ 0513112015-: : r.siorer Town of Barnstable Building SARNTrABIA Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this.Card Must be Kept ^' M'S' Posted Until Final Inspection Has Been Made. Permit 1639. �� r9' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. 9 Permit No. B-16-1473 Applicant Name: DUNN,SELENE 1 Map/Lot: 111-001 Date Issued: 06/13/2016 Current Use: Zoning District: RF Permit Type: Shed-Residential-200 sf and under Expiration Date: 12/13/2016 Contractor Name: Location: 114MAIN ST./RTE 6A(W.BARN.),WEST BARNSTABLE Est. Project Cost: $0.00 Contractor License: Owner on Record: DUNN,SELENE J Permit Fee: $35.00 Address: 114 MAIN STREET Fee Paid: $35.00 WEST BARNSTABLE, MA 02668 Date: 6/13/2016 Description: 8x12 shed Project Review Req ) `-" Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this'permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. a Minimum of Five Call Inspections Required for All Construction Work; 1.Foundation or Footing I' 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT f .0 Town of Barnstable • �p THE tp� - Regulatory Services *J Thomas F.Geller,Director WA &MMMB Building Division 1619. Dr�otb Tom Perry,Building Commissioner 260 Main Street, Hyannis,MA 02601 f� . www.town.barnstable.ma.us Office: 508-862-4038 Fa%g08-7 230 PERAGT## I V FEE: $�"�.5. �eztc SHED REGISTRATION 120 square feet or less ��d !�A"/.cf �/1Z F�� ✓,E� �C3A/l/t/S'�'A�g C.E Location of shed(address) Village Property owner's name Telephone number ' � C / Z� Size of Shed MapMarcel# Date Hyannis Main Street'Waterfront Historic District?. /t�a Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. t�V n n PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAH.S. toe THIS (FORM MUST BE AC COMPANIED "' BY A PLOT PLAN Q-forms-shedreg' REV:042506 �' . �,i" v�� ,� �� ,,�- s � Y. f _ _ t-i-6 5•rC>0_-i C_ -- 2z-,o"'Oel N 5-i- .HE w, Ton of Barnstable ok� Old King's Highway Historic District Committee • BARNSTABLE, M 2.00 Main Street, Hyannis, Massachusetts 02601 �p 109.'F0 Mp�91 (508) 862-4787 Fax (508) 862-4784 CERTIFICATE OF EXEMPTION Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Exemption under Section 6 and 7 of Chapter 470,Acts and Resolves of Massachusetts, 1973,as amended,for proposed work as described below and on plans,drawings,or photographs accompanying this application: Date Address of Proposed work, Assessor's Map and lot# House# i® Street t409/^I %YT/2EC-- Village: hlC-S- 849NSEadL;Cz This application is for an exemption of the proposed construction on the grounds that work: ❑ Will not be visible from any way or public place ❑ Is within a category declared exempt by the Old Kings Highway Regional Historic District Commission Other Description of Proposed Work: 7dj,e- ne rf e:,¢r an V;,- a-- -0 me,. `y ` hon %� a� Agent or contractor(please print): Tel. no. Address Owner(please print): C FaJe_.,2 G D Lr Ln Z Tel no. 61-D )z01• c3 6-,-X,3 Owners mailing address: / f1-//✓ JT 6164, 02.S6 Signed,Owner/Contractor/Agent 2. For Committee Use Only This Certificate is hereby Approved/Denied Date: Committee Members Signatures: VE® MAY 2 5'2016 Town of Barnstable Old King'c Committee Any conditions of approval: Q:IGMD-Groups101d Kings HiyhwaylOKHNew AppDKHExennplion Form 07.doc TO-'�. ma ' s lk- WV - 3 Yam°-;'�S'' `- 5 Y�•t wr�s. $�.� n� i �• :-' � `t�'' -,fix t �� .,- `''b, REM - - - � �.. z `-1- �`;; •. ". - '� 221 � axe, ems + xr � 5 s .� ' ,71 s. t �•ti.. y t ,�--�.', i -F4.r- � +' +� r*r �a°'•-e. t`rkcr s �•; �3n.� 'ut^z � ��- }�..� ��s� r �'" -'4r� �' r�-�..*.,c��'��f �`j � -�`y �'xts�� ""��C' ,xs�� " - - -:,�, 1, `^v�.,} �L 3F' •]a,. 44,y�" `c t „S.t rya' r-''$�`a- _� }. , j t - ';a. - ,rt Atev�$�f-"- `f'�"�s# ;'` �r *� y __ .�: ... 'aF vt An E�" +.��` . �+1 Y. 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X 5�a 'i^ 4 - ,i :�� '� �a'�•�' j7n sr'r'�i- __':�, •n 1� - das;3n � zexry ura .. t,..,z' la' �, �i,,lrr� ,„�a: � ar �it' s � .it�•'ss sr k1-sfi, .,�.v"�VON .rfg�c "Pskr '� r'4' 6a KR� rz-3 's �y�s- .;�' .a. �'",+�' ,t -� r.7 x z! 17 t^; - -,t`r�-'Sr 'F' ,'�-"<s 'T §..5-,,£'rF-r'�^4 '"'m '�- ..s � ' ' c- tams �'y, W x= s z ,s a�� x�x»� r _ A- -0— r,. rr- 3' t ' L }- y G J e`-�. c b �3 Y C-^fr `" ia`1 �, £ # •skJ d , Ogg 3"�s,,r e, 1 ,y,� ,� L� � At 3S '�{-' i`�,�1 ,��. a f" -��"`��}n��sv �� =��''��'�wa�i`�� 4s�a• '` =�;,xg �`�1 � .S M�� ? i, 7593'i - ;t•- ;*- _>• '�'�1' Y ;d-:,3x `1. ." t'n€" "}` NOm - �' -*�" x 7 ns t .L- r li •L T # s ? t zyr 04: + Mm 2-,. <.5, - # 1f' Rv TE RN I r g� zn RM EW F..._r a x,�t- � -•�!-�*'" vR. �� -ks- .,�r'�fi?„. ,1� r.�� '�'��',�..vS -�� e _.>..� Jruim'yS,y +a�, y;� r r� tr : 5 � r ram` -. :� �� :x�- Y � -.v'"k'�-z.� - �.3�& { ,,•� � '� . '�- y ?2� � 4, - J'�.�5�u wl 4�t5r; 1 �� , k TMz K., tea•,` - k An w--t 'FFr E.�r.•F�a, .�__z t-S - 9�.t � mow#, _ -� �'.�' a _ r� �c a;�€.•°rrs. F .� 3^��.:$a -y.� ,� � gg `� 3 e .._.�� i7 @1�g, } :$ G *'s.-,4 X�r•rF�� F�'- E.C�sa � ..� �.., ,y, MIN r a o � .3..rE i. .S+§nzy-n, � �e t„� ,,, -•�3.�., ^�i�-r ,,�� .�J as Ex ��. AN Mu- -A f53'�e"'rT �. ra`��-"' _` b Town of Barnstable Geographic Intormation System May 25,2016 RM'. 111001 _ - - r - _ 1340p0�4 It134 3:ems. 111008002 0 105 -- Feet DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:111 Parcel:001 El u boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel f1�A _ 1"=100'may not meet established map accuracy standards. The parcel lines on this map Owner:DUNN,SELENE J Total Assessed Value:$358400 are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.63 acres Abutters :1 ,'+ E boundaries and do not represent accurate relationships to physical features on the map P Location:114 MAIN ST.lRTE 6A(W.BARN.) such as building locations. Buffer - Aerial Photos Taken April 19,2008 9 i 1� �--- i IN �-- uQuivea Cape A Perfect for seasonal storage of beach gear,fishing equipment,bikes and 6'x8.............$2,680 10'x10'.........$3,900 more!Our most popular design features a steep 10/12 pitch with 6'5"walls 6'x10............$2,880 10'xl2'..........$4,200 on front and back creating ample storage room for the included 48"deep 8'x8'............$2.880 .40'x14...........$4.940 loft.Sheds 12'and less come with(1)door and(1)window o h 10............$3,300 10'xl6'..........$5,560 wall.Sheds over 12'come standard with(2)windows. At5nobO V`/E 2 ""••••...$3.700 10'x20..........$6,720 �8'xl4............$4,340 12'xl2'.......... $5,160 5 Zd�6 8'x16............$4,740 12'x14...........$5.780 MAY 2 12'x16•..........$6,600 Town of Barnstable ..............Plus Tax Pictured buildings may contain options and upgrades that affect costs of stt�� IOmY�_aj, Idins. Please inquire for more information.Pricing is subject to change without notice((.' fT1ItR� A.10'xl6'Quivett Cape:B.10'xl4'Quivett Cape:C.10'AW Quivett Cape:D.12'xl4'Quivett Cape:E.8'xl2'Quivett Cape P� • PINEHARBOR.CONI I Buildings Beyond Your&pectatioll 7 L ` a9 f � r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ':...Applicatioh #Map_ :,�- 1J,t Parcel" Health Date Issued s. Conservation bivi 'ion Application Fee 'Planning'Dept- Pertit Fee Date Definitive Plan Approved by Planning Board servation Hyannis Historic OKH Pre' 57 Projeck Street Address �/� villaV i6ams._IV61101 4( pn PlaCe 6 Owner F 10101 Y-) Address '-r&l 3 Telephone )L Permit Request C IK I Y- C40- ? , 4p waAe_�c d-io' mic) re,k� CY u :Q c L Square feet: 1st floor: existing proposed 2nd floor: existing?0q5 proposed Total new Zoning District Flood Plain Groundwater Overlay Orgject Valuation Construction Construction Type L6,t Size o Grandfathered: LJ Yes' U No If yes, attach supporting documentation. Dwelling Type: Single Family-:� Two Family Ll Multi-Family (# units) Age of Existing Structure Historic House: 0 Yes Ll No On Old King's Highway: Ll Yes Q No Basement Type: N Full Q Crawl 'M Walkout Q Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) -94W Number of Baths: Full: existing new 0 Half: existing —new Number of Bedrooms: C:,11 existing 0 new Total Room Count (not including baths): existing 145" new First Floor Room Count Heat Type and Fuel: Ll Gas jkpdl L3 Electric LJ Other Central Air: El Yes )W No Fireplaces: Existing A_New U Existing wood/Za0y stove: Yeo*rqb i 81 C�l Detached garage: 0 existing Qnew size—Pool: Q existing Unew size Barn: Ll axsting w size Attached garage: U existing Q new size Shed: U existing Q new size Other: Zoning Board of Appeals Autho:rization Ll Appeal # Recorded El Commercial Q Yes No if yes, site plan review# rn Current Use ves en:haj — Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name b6h Z Telephone Number Address License# 6ax -veo Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO (A llsa� can 0sk.-p- SIGNATURE DATE a FOR OFFICIAL USE ONLY _ APPLICATION# f DATE ISSUED r 7 MAP/PARCEL NO. 1 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION L FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. X. . t ' The Comtnonwealth of Massachusetts -Deparitent of Industrial Accidents Of�ce of Investigations' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation insurance Affidavit: Builders/Colntractors/Elee'tricians/Plumbers Applicant Information Please Print LeLAbly Name usiness/Organi ation/lndividual): Addre s:�_ (, , L �3X �r�� City/State/Zip: an. QWPhone.#:_ Are you an employer? Check the appropriate box: Type of pioject(required): 1. I am a em to er with 4. ❑ I am a general contractor and 1 6 ❑New construction p y — * —have hired the sub-contractors-- ------- — —— employees (full and/or part-titn.e). Remodelin Listed on the'attached sheet. T. �. g 2.❑ I am a soleproprietor or'partner-' These sub-contractors have ship and have uo employees 8. 'RU Demolition 1 M r-r(cf working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'-comp.-insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 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.] " y applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. M t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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-contactors have employees,they must provide their workers'comp.policy number. I am. arc employer that is providing workers'compensation insurance for my employees Below is the policy and job site ' information. _ , . �/ � / • Insurance Company Name: Policy#or Self-ins. Lic.M 909'O 1 y D�� Expiration Date: la Q ' Job Site Address: W/ t`/Wr � City/State/Zip: Q� Attach a copy of the workers' compensation policy declaration page (showing the policy number and expira o a Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crimirigl penalties of a fine tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a finc. 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 der the pains-and penalties of perjury that the information provided above is true andcorrect Si ature: City or Town: Date- Phone #: - Offu ial use only. Do not) rite in this area, tb be completed by city or town offtciaL Permit/License# Issuing Authority(circle one): 1.Board of Health '2.Building Department 3. City/Town Cleric 4.Electrical Inspector S. Plumbing Inspector 6. Other r Phone#: _ is , , ; . .• . Information and. In ' t 'uctious Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in'the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than thme.apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house o'r on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant•who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states`Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance,%zth the insurance requirements of this chapter have been p"tesented to the contracting authority:" Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-conkactor(s)name(s),-address(es)and.phone number(s) along with their certificate(s)of insurance. Limited Liability Companies.(LLC)or-Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or.if you are required to obtain a workers' compensation policy,please call the Department at the aurriber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pernut(Ecense number which will be used as a reference number. fn addition, an applicant that must submit multiple permi0icense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or w ton);".A copy of the affidavit.that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to bairn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thauk you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachuse-M Department of Industrial Accidents Office of 1UVesUgRd0-ns- 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MAS.SAFE Fax # 617-72777749 Revised 11-22-06 www.mass.gov/dia i r 4-unsuucuur1 aupervisur ucense License: CS 55731 Restricted to: 00 RICHARD J LENNOX y �+ PO BOX 480 SANDWICH, MA 025634� Expiration: 11/7/2010 <'nuunissinu•r Tr#: 6048 Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 1p8642 One Ashburton Place Rm 1301 Expiration: 8/20/2010 Tr# 272667 Boston,Ma.02108 Type: Private Corporation BENABBY INC/'DISASTER.SPECIALIST RICHARD LENNOX ' 9 Jan-Sebastian Way — Sandwich,MA 02563 Administrator Not valid without signatu I �YHE�w Town of Barnstable Regulatory Services ' BAMgT^aLZ, ' Thomas'F. Geiler,Director � Huss. $ Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 509-790-62. Property Owner Must Complete and Sign This Section zf t7sin iatirder as Owner of the subject property hereby authorize / to act on my behalf, in all matters relative to work authorized by this building permit application for. 11 (Address of job)' r Signature of Owner Uate Tool h A�Y�h Print Name If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Q;f ORMS:ONVIERPERMISSION LA 2-2009 11 :27 AM OCEANSIDE INSURANCE 5087907955 P. 01 �M CERTIFICATE OF LIABILITY INSURANCE DATE 8/12 MIDD/Y9 C rRoeuceR 8 12 2009 (508)775-0500 FAXI, (S08)790-7955 THIS CERTIFICATE IS 18SUED AS A MATTER OF INFORMATION Oceanside insurance Group ONLY AND CONFERS DOES UPON THE NOT AMEND, CERTIFICATE ATE Oceanside insurance Agency Inc ALTER THE COVERAGE AFFORDED BY THE POLICIE8 BELOW.OR 52 West main Street H annis MA 02601 INSURERS AFFORDING COVERAGE INSURED B$NABBY, INC. DBA NAIC p Disaster Specialists INSURERA;Arbella Protection INSURER 8; P. 0. Box 480 INSURERC: INSURER Sandwich MR 02563 INSURERE: 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. IN9R ADDL POLICYj�CTIVC LICY IRATION TYPE OF INSURANCE POLICY NUMBER IDD LIMITS GENERAL LIABILITY COMMERCIAL OEN LL -EACH OCCURRF;NPr 1000000 LIABILITY TED $ 100000 CLAN$M II A ADE OCCUR 8500038944 1/1/2009 1/1/2010 MED EXP An n 5000 I 1000000 GIRNERALACIOREGATE S 2000000 DENY AGGREGATE LIMIT APPLIES PER: a 2000000 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINOLE LIMIT (Eaecdeenq a 3000000 A ALL OWNED AUTOS 47010400003 1/1/2009 1/1/2010 X SCHEDULED AUTOS BODILY INJURY (Per p2mon) E 8 HIRM AUTOS BODILY INJURY NON-OWNED AUTOS (Per eoddent) 3 PROPERTY DAMAGE 9 (Pereoddent) GARAGE LIABILITY ANY AUTO AUTO Y•CA ACCIDENT OTHER THAN AUTO ONLY: AGO III EXCC88/UMBRILLA LIABILITY F6QH OCCURRENCE a 1000000 OCCUR CLAIMS MADE AGGREGATE a 1000000 A DEDUCTIBLE RENEWAL OF 460003894E 1/1/2009 1/1/2010 X 10000 L A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY ANY PROPRISTOiWPARTNER/EXECUTIVE EACH A 500000 orFICSR/MEMBMEXCLUDED? 8099140109 1/1/2009 1/1/2010 II deealDeUnder F.L. I -EAEMP PROVISIONS Wtow a 500000 OTHER E.L,QISEASIE-POLIMIMIT 500000 DESCRIPTION OF Or!RATIONWLOCATIONBNCHICLriSIMLU810NB ADDED BY CNDORBBMINT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION (50 8)8 8 8-2 9 51 SHOULD ANY OF THE ABOVE DESCRIBEDTown POLICIES BE CANCBLLCD BEFORE THE TTN BUILDING Barns table EMRATION DATE THEREOF, THE ISSUING INSURER WALL ENDEAVOR TO MAIL 2 0 0M ainStye D$p7<' 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT Z00 >lanin Street Hyannis, MA 02601 FAILURE TO DO 80 ENALL IMPOSE NO OBLIGATION OR LIASILITY OF ANY KIND UPON THE rNaumpt ITS AGENTS OR REPRrAGNTATIVE3. AUYHO R A71VE ACORD 26(2001108)IN8026(otoe).oae 0 ACORD CORPORATION Igoe POOR 1 n17 We make disasters disappear. AGREEMENT BETWEEN OWNER AND CONTRACTOR AGREEMENT made as of: 7/6/2009 BETWEEN THE OWNER: Robin Kirby . 304 Carlton Place �� '`•�, Goodlettsville,TN 37072 At property located: 114 Main Street/Rt 6A Barnstable,Ma The project is:Interior Demolition Work—Per Exhibit A attached AND THE CONTRACTOR: BENABBY,INC.,d/b/a Disaster Specialists P.O.Box 480/9 Jan Sebastian Drive Sandwich,MA 02563 Construction Supervisor's Lic:#055731 Rome Improvement Contractor Lic.#108642 The Owner and Contractor agree-as set forth below: ARTICLE I / The Contract Documents The Co tractYDocuments�consist of this Agreement,other documents used in this Agreement i f r .t n�_._ a Land-Modifications,if any, issued after execution of this Agreement;these :Vil:i uie Cv-nua�:,,anu l 7r'�a / -�``" :=o ��, :` -�c�F. `his Agreement or repeated herein. The :o . �.vuuac�e�ic us uic ciitiic alc2iiicui uciwccu uio Naiuca ucicw aiiu SuperScuw Yrivi �+Ylit 111ii 111///1111\ iY.1 tf`F!VY.1!!:Ii 1(\tYC fl['i1V 1'Yt':itiP!i ifi riillYe'S4%l li Fe'li if l%!?F li— -- - -- — �'f �i� ..__��v• �__:^^ -i _�.'j _A:.___^ _ ^. ______ ____ ____ _____ _____ __ _____ - b, •'�Ji'..: 'GG:i::ib YY ViR i1:71G:1 JL�:a:Giv 13'. Disaster Specialists • Post Office Box 480 • Sandwich, Massachusetts 02563 508-888-1113 •.800-675-3622 • FAX: 508-888-2951 • info@disasterspecialists.com 08/27/2009 11:51 6152626656 EAST MAGNET SCHOOL PAGE 03/06 ARTICLE 2 The Work of This Contract The Contractor shall execute the entire work described in the Contract Documents,except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: ARTICLE 3 Date of Commencement and Substantial Completion 3(1)The date of corhmencement for this project is 7/6/2009 pending receipt of signed proposal with applicable deposit. 3(2)The Contractor shall achieve substantial completion of the c�erstnP scope of work not later 8/15/2009(the"Completion Date"), subject to adjustments of this Completion Date as provided in the Contract Documents,Acts of God,interference by the Owner(s), or other events making Completion Date impossibility. xisft scope of work described as follows: removal and disposal of interior finishes & flooring(1�`floor and basement as required)and contents due to water damage as per walls through with owner 7/2/2009. A TiCLE 4 Contract Sum 4(1) The Owner shall pay the Contractor in cash,check,or other tender satisfactory to the Contractor, for the Contractor's performance of the Contract,the Contract Sum of Approximate removal and disposal charges($13,500.00), subject to additions or deductions as provided in the Contract Documents. 4(2) The Construction Breakdown/Estimate,to be considered as Exhibit A,and agreed upon by Disaster Specialists, is as follows: See Exhibit A appended hereto and made a part hereof. 4(3) In the event progress payments are not paid per the contract documents.They contractor May at his discretion.stop the progress of the project till payments that arc past due are brought up to date_ ARTICLE 5 Progress Payments 5(1) The Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract.Documents: Note: Balance Payable within 30 to 60 days after completion and upon agreement of figures with die insurance company 06/27/2009 11:51 6152626656 EAST MAGNET SCHOOL PAGE 04/06 I ARTICLE 6 Miscellaneous Provisions 60) Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,or in the absence thereof,at the legal rate prevailing from time-to-time at the place where the project is located. 1 1/2%per month(or 18%per annum) 6(2) In the event of breach by Owner of any terms of this.Agreement,the Contractor shall be entitled to seek,as additional damages, Contractor's reasonable attorney's fees, costs,and any other expenses reasonably attributable to said breach. 6(3) The Owner(s)hereby assign(s)to the Contractor any unpaid proceeds due or to become due,under the Owner's policy with Owner's Insurance Company,and authorizes said Insurance Company to pay proceeds due or to become due directly to the Contractor or to include the Contractor's name on all checks of draft's issued by the Insurance Company 6(4) The Owner(s)have the right to cancel this contract within three(3)business days of signing. 6(5) The Contractor shall obtain all building permits. Should the Owner(s)obtain building permits the Owner(s)will be excluded from.any Guaranty Fund relief in the event of breach. 6(6) if more than one owner signs this agreement the signature of only one Owner shall be necessary on any future documents pertaining to this project,including but not limited to change orders and payment authorizations,and all owners agree to be bound. 6(7) Uses of other subcontractors—The owner shall.not allow work to be performed by any subcontractors,contractors,laborers, craftsmen,distributors on this project or site except as provided by this general contractor,pursuant to the terms of this agreement until the contractor has completed all of his work and been paid in full,absent contractors written consent. -6(8) Contractor reserves the right to repair or replace any-deficiencies in its work, both during the construction process and thereafter.Failure of owner to provide contractor with an opportunity to repair or replace such deficiencies shall excuse the contractor of any obligation to pay for repairs or replacements incurred by owner. 6(9) Within 7 days of the completion of the project,owner shall review the work for the purpose of compiling one list of items that need touch up, correction or adjustment Upon completion of the punch list items on that one list all remaining funds held by Owner shall be paid immediately to contractor. In the event Owner discovers other items that were overlooked that would otherwise have appeared on the punch.list,such items shall be treated as warranty items and shall not be the basis to deny final payments. 60 0) , Change orders will effect and alter the completion date of the project. Changes in the Project may be made,but must be made in writing and must be agreed to by both parties (a"Change Order"). The cost of changes in the project shall be borne by Owner and shall 08/27/2009 11:51 6152626656 EAST MAGNET SCHOOL PAGE 05/06 be agreed upon by both parties. 6(11)Contractor warrants and covenants as follows: A. To the extent required by law,all work shall be performed by individuals duly licensed and authorized by law to perform said work; and. B. Contractor agrees to remove all debris and leave premises in broom clean condition. C. Contractor agrees to keep in force at its own expense during the entire period of construction of the project such liability insurance as will protect it from claims under workman compensation and other employee benefit laws,and claims for bodily injury or death that may arise out of work under this Agreement,whether directly or indirectly by Contractor,or directly or indirectly by a subcontractor to Contractor. Contract or will maintain general liability insurance for its operations during the entire period of the project.Upon request of the Owner, Contractor will provide Owner with insurance certificate as evidence of this requirement. 6(12)Under Chapter 254 of the Massachusetts General Laws,Contractor,and any subcontractor the Contractor has a written agreement with,may obtain a lien,commonly known as a "mechanic's lien",against the property where the work is being performed.Contractor will provide owner with the names of the subcontractors subject to a written agreement.Any person who performs work on your property may also obtain a lien upon your property under Chapter 254 without a written agreement. Contractor will furnish appropriate .releases or waiver of lien statement for services rendered for all work perforned or materials provided to Owner being obligated to make the final payment under this Agreement. 6(13)Contractor shall correct any work that fails to confirm to the requirements of the Agreement and shall remedy any defect due to faulty materials,equipment or Workmanship,other than a minor or cosmetic defect,which appears within a period of ONE(1)YEAR form the completion date.The provisions of this paragraph apply to work done by direct employees of the Contractor but specifically excludes work done by the Owner or any other contractor. Defects in any appliance or equipment covered by any manufacturer's warranty and dcfws which are the result of characteristics common to materials, such as,but not limited to, warping or deflection of wood,minor non-structural cracks in concrete,plaster, brick or masonry are excluded from this Limited Warranty.Damage due to ordinary wear and tear,abusive use,misuse or lack of proper maintenance are excluded from this Limited Warranty 6(14)Contractor hereby passes through and assigns directly to Owner any and all manufacturer's warranties on all appliances and equipment supplied by Contractor or any subcontractor. Such warranties may include,for example,the following appliances and equipment, although not every project includes all of these items and your project may include appliances or equipment not on this list: refrigerator,range, space heater,washing machine, dishwasher, garbage disposal,ventilating fan and air conditioner. 6(15)This Agreement is to take effect as a sealed instrument and shall be governed by,and construed in accordance with,the laws of the Commonwealth of Massachusetts without regard for conflicts of laws principles.This agreement is subject to and is intended to comply with the provisions of Chapter 142A of the Massachusetts General Laws and its 08/27/2009 11:51 6152626656 EAST MAGNET SCHOOL PAGE 06/06 corresponding regulations. This Agreement is entered into as of the day and year first written above and is executed in at least two(2)original copies,of which one is to be delivered to the Contractor and one to the Owner. DO NOT SIGN THIS CONTRACT 1F THERE ARE ANY BLANK SPACES. Contractor: Owner: BENABBY S BY: Steve :, p 'ons anager Print Estimator: Si Print 0 OE 2ND BATH 7'6" X 5 u) 'I 2ND FLOOR LEFT BEDROOM 13'6" X 19 uP 2ND FLOOR RIGHT BEDRROM 13' X 19' CLO EAVE 00 BATH 5'3" X 4 DINING AREA 13 X 13'6" I UP LIVING ROOM 13'6" X 25 0 ® IL O 0 0 KITCHEN 13 X 11'6" ENTRY 5'6" X 5'9" 1/4"=1' 34 X 26 1 1/2 STORY CAPE UNFINISHED BASMENT UTILITY FINISHED ROOM BASEMENT UP 7 MA•a04HUSIM9 QUITCLAIM DnD INDMDUAI:ILDND rO11041 DD{ osooa B00x1364 P"; 352 j, LLOYD M. SHERWOOD, formerly of Yarmouth (West), Barnstable County, Massachusetts, now of Barnstable (West), Barnstable County M"Mchuutth 1 ira�oamuoisl for ox Wdendon paid,gmt to LLOYD M. SHERWOOD and JOHANNA E. SHERWOOD, huaband.and wife, as tenants by the entirety, both • Of Route 6A, Barnstable (West), Barnstable.County, Massachusetts, with tpttLdatm faor u b the Lnd1n`Barnstable (West), Barnstable County, Massachusetts, together with the buildings thereon, bounded and described as follows: (DC"Pdon.ad alcvaihrmcm d am) NORTHEASTERLY by land now or formerly of Clarence E. Davis at ux, one hundred twenty (120) foet; SOUTHEASTERLY by land now or formerly of said Davis at ux, two hundred thirty (230) feet; SOUTHWESTERLY by State Highway, Route 6A, one hundred twenty (120) feet; and 1i NORTHWESTERLY by land now or formerly of said Davis at ux, two hundred thirty (230) feet. 1 Said parcel of land above described is shown on plan entitled "Plan t of Land in West Barnstable, Barnstable County, Scale: 40' - 0" = V. Drawn by Lloyd M. Sherwood, April 8, 1959.11 For title, reference is made to a deed to me, from Clarence E. Davis ket ux, dated April 29, 1959, and recorded with the Registry of Deeds k for Barnstable County in Book 1037, Page 298. Subject to an outstanding mortgage to the Cape Cod Co-operative Bank jj duly recorded with Barnstable County Registry of Deeds. 1 NOMINAL CONSIDERATION. s t i I i I, Johanna E. Sherwood mbf* of add grantor Lloyd M. Sherwood reuse to said grantee aU rights of dowwecIa hono�and other Interests therein. �gry►//•......itu,x....land a and meta this.................78tb.........................day of dvxu...............195.7.... ! .....! � ' ............. .. �...SfieYwooB .................................................................................... .............�St{9Hr9...E.�..3tYg2YdtltYB...................... ................................................................................ ...........Y. �.�•,�rxn�.� .L a8gr �natwottarrttwi � lae�tc4usmn, Barnstable, IS. April ae, 1967 Then person"y appeared the above named Lloyd M. Sherwood aid acknowiedged the foregoing Lhetruraent to be bie�fmesnd dad,before me�C 1 _ ot •.; .:.�:ra�. N ftbuc Mo My C wdul a Bxplms P.Ikttr.IAAXR 71 bucd364 Nacf 333 &MAY I :4 �Y OLD KING'S HIGHWAY HISTORIC DISTRICT Spec SYieet Foundation Type Cone PJ � Siding Type �(/ e CE�d!' `-2y� s5 N Tom, l,UealGt� — Chimney Type Color Color Roof Material --'�/ �'�L` „fin 9�� Color 44/6 Z EX�d'Tir�, Pitch Windows �[/DlJA1e t�U�'1 �a7J�h2e�lS` Size ogee � e able On,6%q,S Trim Color Doors �a�� Color N/6/e Shutters Gutters /C Deck ),,U/or .�?c�/y1� fY _�' Garage Doors �'V"0� „Uc�'J�'! � !Z � Color ��Ue Notes: Fill out completely. including measurements and materials/colors to be Three copies of this form are required for s4mittal of an appLicatior along with three copies each of the plot plan. landscape plan and Flu•. plans. when applicable. 'Plot plan need not be "Certified" . but should show all structures on co scale . ' e F. Y� A TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE YJ2ZC 9 3 JOB LOCATION ll� Af/01f F1-ReEQ- ,C30?W7;MLE_, � Number Street Address Section Of Town "HOMEOWNER" �L 6�•� /YI. �f", Gt/UO/J �g� ,3cSZ,6��/ 9t 5S-C/2!FG Name Home Phone Work Phone PRESENT MAILING ADDRESS f0 D, Rpx 3z Al, 19,4911/d 7,Z61—C 114-<- -o a 3 Z City/Town State _ Zip Code The current exemption for "homeowners" was extended to include owner- occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that . the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Sect ion'.109.1.1) The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35,000 cubic feet, or larger, will be required to comply with State Building Code Section 127.0, Construction HOME OWNER'S EXEMPTION The code states that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109- 1. 1 - Licensing of Construction Supervisors) ; provided that if' Home Owner engages a person(s) for hire to do such work, that such Home Owner shall act as supervisor." i Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor I (see Appendix Q, Rules and Regulations for Licensing Construction Supervisors, Section 2.15) . This lack of awareness often results in serious problems, particularly when the Home Owner hires =unlicensed persons. In this case our Board cannot proceed against the unlicensed person as it would with licensed supervisor. The Home Owner acting as supervisor is ultimately responsible.' To- ensure that the Home Owner is fully aware of his/her responsibilities, many communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. r ' - Application to OPJ O'PtPP Nv L7 � U L� �. S�pN`'t PP PAS EP GP Old Kings Highway Regional Historic District Commi in the Town of Barnstable for a JUL 1 1 1993 TOWN OF BARNSTABLE CERTIFICATE OF APPROPRIATENESS S HIGHWAY Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as*described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building 59.Addition ❑ Alteration Indicate type of building: ® House ® Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanaion and requirements). -.. TYPE OR PRINT LEGIBLY DATE ►1 / ADDRESS OF PROPOSED WORK ��7 f��es� drn! �'"�', ,�rh-r1�e ASSESSORS MAP NO. OWNER ZlOyd lye J. Cllzaler�`i' rlerwmd ASSESSORS LOT NO. (20I HOME ADDRESS �dm� TEL. NO. 36Z -6314/ FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or//way. (Attach additional sheet if necessary). > Gv A AGENT OR CONTRACTOR -� TEL. NO. ADDRESS DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed location's of new signs. (Attach additional sheet, if necessary). /fm�wdl..W ��ro,L ?� V2- .rw/� Slole Z,� ��1ol�tat' ifa 7U �OP ,3'GO e m� /rUt�dl►��. ofJj are w w�c7� core bloc, d 0ate i! �•aid:�ias�a,,��=/Jas/'c��>u��r�. /ll�c�yvfs/�,ers"aktl�oCvi/tr�o�rov�s-/ epowr w�`L o✓7v '�vr�x 9r fTar1 a`c i/�1e C'ec�/: ocY rh{r� re s' lz��s/ojb� A ~l.�J rz ail r'oo¢. �' s eh lac �s-t� �,�1F?„�,:bar�G�;►a A" ! ,ql!ca&rr aye ov ne aka />7vpd � Signed � Owner•Contractor-Agent Space below line for Committee use. Received by H.D.C. q Date The Certificate is hereby Date nn , V, L ., J t ey Approved IMPORTANT: If Certificate is approved,approval is subject to the 10 day appeal period provided in the Act. Disapproved ❑ Assessor's office(1st Floor):r - Assessors map and lot number i 1 0110 SEPTIC SYS EM MUST BE �� .� 54 TALLED'IN COMPLIANCE V�'Q��`•w Conservation(4th Floor): Board of Health(3rd floor): KITH TITLE 5 1: sasr�r�nt c Sewage Permit number I t " -, `�7 ,� RT ENVIRONMENTAL CODE AND rua Engineering Department(3rd floor):` / /i/, t TOWN -REGULATIONS o��o 39 a�� House number 6 7 Definitive Plan Approved by Planning Board a 19 a ' APPLICATIONS PROCESSED 8:30-9:30 A.M'and 1 00-2.00 P.M.only s } TOWN OF BARNSTABLE ;BUILDING : INSPECTOR APPLICATION FOR PERMIT TO i TYPE OF CONSTRUCTION _ J 19 _ TO THE INSPECTOR OF BUILDINGS: The undersigned/hereby applies for a permit according to the following information: Location 1f5� li�. / WAI J7r 01EJ7 SWiIJvM&� Proposed Use ��f�ENG� Zoning District Fire District Name of Owner L /V J7%8"p,Woo lD Address ! 1� K/� �a/ U,/1_94eA Name of Builder 04.44E Address 9ARYll Name of Architect ,TWE_ Address W440E Number of Rooms Foundation j y �, oid r � Exterior �� S Roofing �� a J` Floors i'br W0,9 Interior ��v� Heating W,v4r Plumbing Fireplace 00 Approximate Cost G,GIj' Area Wgramof Lot and Building with Dimensions Fee ©� Qv OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ©�` Construction Si ipervisor's License �� f 1 SHERWOOD, LLOYD M. No � t For l Permit BUILD ADDITION d� . Single Family Dwelling Location 114 West Main Street West Barnstable Owner, Lloyd M. Sherwdod Frame ' Type of Construction Plot Lot Permit Granted - April 15, 19 9 4 Date of Inspection: Frame 19 Insulation 19 ..' Fireplace.- 19 Date Co p eted 19 }e'i f :K.3 r _ r t f w r IT s .... a' 44 �.�-. S-� . " '�; �•: '- •� .�.�.`��may' • .. `r; 1. � � �` 1 t ' _ ... `['•� ¢. ; y<��A•-- G-_ ."�^, �`f 1, rtr • l�. i 1 � S r,, l}'{�� A V j! C t { } 7L`jl ` 1 a. , v �t, � f t� I.{ t•r 1 •� 1�`�,yi .^�r.., h h 7 �' ;'.gal�. t' 1 ,�� - +is �__-_ r _ .y.., •L.___._ t � ._ i CONSTRUCTION B-1 MANUAL SPECIFICATION GUIDELINES SECTION 02834 MODULAR CONCRETE RETAINING WALLS PART ONE:GENERAL 1.1 SECTION INCLUDES A. Work includes furnishing and installing concrete modular block retaining wall units with fiberglass shear/alignment pins to the lines and grades shown on the construction drawings,within a reasonable field tolerance,and as specified herein. B. Work includes preparing foundation soil, furnishing and installing leveling pad, unit fill and backfill to the lines and grades shown on the construction drawings. C.Work includes furnishing and installing geogrid reinforcement and backfLll to the lines and grades designated on the construction drawings. 1.2 RELATED SECTIONS A. Section 02300-Earthwork. B. Section 03300-Cast-In-Place Concrete. 1.3 REFERENCES A.ASTM C 1372-Standard Specification for Segmental Retaining Wall Units;2004. B. ASTM D 422-Standard Test Method for Particle-Size Analysis of Soils;1963(Reapproved 2002). C.ASTM D 698 - Standard Method of Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) 600kN-m/m3));2000. D.ASTM D 3034-Standard Specification for Type PSM Poly(Vinyl Chloride)(PVC)Sewer Pipe and Fittings;2004. E. ASTM D 4318-Standard Test Method for Liquid Limit,Plastic Limit,and Plasticity Index of Soils;2000. F. ASTM D 4595-Standard Test Method for Tensile Properties of Geotextiles by the Wide Strip Method;2001 G.ASTM D 5262-Standard Test Method for Evaluating the Unconfined Tension Creep Behavior of Geosynthetics;2004. H.ASTM F 405-Standard Specification for Corrugated Polyethylene(PE)Pipe and Fittings;1997. I. GRI-GG4-Determination of Long Term Design Strengths of Geogrids;Geosynthetic Research Institute. J. GRI-GG5-Determination of Geogrid(Soil)Pullout;Geosynthetic Research Institute. K.NCMA SRWU-1 -Test Method for Determining Connection Strength of SRW;National Concrete Masonry Association. L. ASTM D4475-02—Standard Test Method for Horizontal Shear(Short-Beam Method)of Pultruded Reinforced Plastic Rods. M.ASTM D4476-03—Standard Test Method for Flexural Properties of Fiber Reinforced Pultruded Plastic Rods. N.ASTM D3916-02-Standard Test Method for Tensile Properties of Pultruded Glass-Fiber-Reinforced Plastic Rods. O.ASTM D570-98—Standard Test Method for Water Absorption of Plastics. P. ASTM D3917-02— Standard Specification for Dimensional Tolerance of Thermosetting Glass-Reinforced Plastic Pultruded Shapes. 1.4 DEFINITIONS A. Modular Unit: A concrete retaining wall element machine made from Portland cement,water,and aggregates. B. Unit Fill: A drainage aggregate which is placed within and immediately behind the modular concrete units. C. Reinforced Backfill: A compacted soil which is placed within the reinforced soil volume as outlined on the plans. D.Structural Geogrid: A structural element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow interlocking with surrounding soil,rock,or earth and to function primarily as reinforcement. E. Shear/Alignment Pin: A pultruded high strength isopthalic polyester resin glass reinforced pin which fits in manufactured holes in the concrete units and interconnects units and courses. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Dimensioned plans,sections,and design calculations prepared and stamped by a professional engineer registered in the state of the project location;provide engineering designs,techniques,and material evaluations performed in accordance with the KEYSTONE Design Manual,NCMA Design Guidelines For Segmental Retaining Walls,or the AASHTO Standard Specifications for Highway Bridges,Section 5.8,1993 Interim,whichever is applicable. C. Product Data: Submit manufacturer's product data for proposed materials and method of installation. D.Samples: Submit samples of each product used in the work of this section. E. Certifications: Submit a manufacturer's certification,prior to start of work,that the retaining wall system components meet the requirements of this specification and that the retaining wall system(modular concrete units and specific geogrid): 1.Has been successfully utilized on a minimum of five (5) similar projects, i.e., height, soil fill types, erection tolerances,etc.;and 2.Has been successfully installed on a minimum of 1 million(1,000,000)square feet(92,000 sq m)of retaining walls. ' , D M6 KEYSTONE RETAINING WALL SYSTEMS,INC. The information contained herein has been compiled by Keystone®Retaining Wall Minneapolis,Minnesota Systems,Inc.and to the best of our knowledge,accurately represents the Keystone q, 4 (952)897-1040 product use in the applications which are illustrated.Final determination of the caencx co�rex. (952)897-3858-fax suitability for the use contemplated and its manner of use are the sole responsibility of www.keystonewalls.com the user.Structural design and analysis shall be performed by a qualified engineer. B-2 CONSTRUCTION MANUAL SPECIFICATIONS GUIDELINES F. Test Reports: Submit test reports documenting strength of specific modular concrete unit and geogrid reinforcement connection. The maximum design tensile load of the geogrid shall be equal to the laboratory tested ultimate strength of geogrid/concrete retaining wall unit connection at a maximum normal force limited by the"Hinge Height"of the structure divided by a safety factor of 1.5. The connection strength evaluation shall be performed in accordance with NCMA SRWU-1. 1.6 QUALITY ASSURANCE A. Design Engineer Qualifications: Minimum of five years documentable experience in the design of reinforced soil structures and able to provide proof of current professional liability insurance with an aggregate coverage limit of not less than$2,000,000. B. Installer Qualifications: Able to provide a list of 5 previously constructed successful projects of similar size and magnitude using the retaining wall system specified,with contact names and telephone numbers. 1.7 DELIVERY,STORAGE AND HANDLING A. Check materials upon delivery to assure that proper materials have been received. B. Prevent excessive mud,wet cement,epoxy,and similar materials(which may affix themselves)from coming in contact with the materials. C. Protect materials from damage;do not use damaged materials. PART 2:PRODUCTS 2.1 MANUFACTURER A. Provide modular concrete retaining wall units and accessory materials fabricated by authorized licensed manufacturers of Keystone Retaining Wall Systems,Inc.,4444 West 78th Street,Minneapolis,MN 55435. Tel:(952)897-1040.Fax:(952)897-3858. 1.Substitutions will not be acceptable. 2.2 MATERIALS A. Modular Concrete Retaining Wall Units: Comply with ASTM C 1372 and the following: 1.Color: Manufacturer's standard color pallette. 2.Face Finish: Sculptured rock face in angular tri-planar configuration for Standard and Compac units.Weathered straight face for Keystone Century Wall and Country Manor units.Other face finishes not be allowed without written approval. 3.Bond Configuration: Running,with bonds nominally located at midpoint vertically adjacent units,in both straight and curved alignments. 4.Exposed surfaces free of chips, cracks or other imperfections when viewed from a distance of 10 feet (3050mm) under diffused lighting. 5.Compressive strength: 3000 pounds per square inch(20MPa)minimum. 6.Alignment and Grid Positioning Mechanism: Fiberglass pins, typically two per unit unless using small units that have provision for only one. 7.Design to provide installed vertical setback of 1/8 inch (3 mm) plus/minus per course (near vertical) or 1.25 inches (31.75 mm)plus per course per the design drawings. **NOTE TO SPECIFIER** Delete one of the following two paragraphs.6 percent absorption should be specified in northern states. 9.Absorption: 8 percent maximum for standard weight aggregates. 10.Absorption: 6 percent maximum for standard weight aggregates. **NOTE TO SPECIFIER** Select appropriate unit type and delete others. 11.Keystone Standard Units: a.Width: 18 inches(457 mm),plus/minus 1/8 inch(3 mm). b.Depth: 18—24 inches(508 mm)minimum,plus/minus 1/8 inch(3 mm),not including rough split face. c. Height: 8 inches(203 mm),plus/minus 1/16 inch measured to top and bottom planes. d.Weight: 100 pounds(45 kg)per unit minimum using standard weight aggregates. e. Inter-Unit Shear Strength: 1500 pounds per linear foot (21,000 N/m), minimum, at 2 pounds per square inch (13 kPa)normal pressure. f. Geogrid/Unit Peak Connection Strength: 1000 pounds per linear foot(14600 N/m),minimum,at 2 pounds per square inch(13 kPa)normal force. 12.Keystone Compac Units: a.Width: 18 inches(457 mm),plus/minus 1/8 inch(3 mm). b.Depth: 12 inches(305 mm)minimum,plus/minus 1/8 inch(3 mm),not including rough split face. c. Height: 8 inches(203 mm),plus/minus 1/16 inch measured to top and bottom planes. d.Weight: 75 pounds(34 kg)per unit minimum using standard weight aggregates. e. Inter-Unit Shear Strength: 600 pounds per linear foot (8700 N/m), minimum, at 2 pounds per square inch (13 kPa) normal pressure. f. Geogrid/Unit Peak Connection Strength: 500 pounds per linear foot(7250 N/m),minimum,at 2 pounds per square inch (13 kPa)normal force. ' , D 2oo6 KEYSTONE RETAINING WALL SYSTEMS,INC. The information contained herein has been compiled by Keystone®Retaining Wall ® Minneapolis,Minnesota Systems,Inc.and to the best of our knowledge,accurately represents the Keystone STONE (952)897.1040 product use in the applications which are illustrated.Final determination of the qL nAINING WALL SYSTEMS (952)897-3858-fax suitability for the use contemplated and its manner of use are the sole responsibility of .coxrtcx cawexr www.keystonewalls.com the user.Structural design and analysis shall be performed by a qualified engineer. i CONSTRUCTION B-3 MANUAL SPECIFICATION GUIDELINES 13. Keystone Century Wall Units: a.Width: Varies—7 to 18 inches(178-457 nun),plus/minus 1/8 inch(3 mm). b.Depth: 12 inches(305 mm)minimum,plus/minus 1/8 inch(3 mm),not including rough split face. c. Height: 8 inches(203 mm),plus/minus 1/16 inch measured to top and bottom planes. d.Weight:35-90 pounds(16-40 kg)per unit minimum using standard weight aggregates. e. Inter-Unit Shear Strength: 600 pounds per linear foot (8700 N/m), minimum, at 2 pounds per square inch (13 kPa) normal pressure. f. Geogrid/Unit Peak Connection Strength: 500 pounds per linear foot(7250 N/m),minimum,at 2 pounds per square inch (13 kPa)normal force. 14. Keystone Country Manor Units: a.Width: 4- 16 inches(102-406 mm),plus/minus 1/8 inch(3 mm). b.Depth: 10 inches(254 mm)minimum,plus/minus 1/8 inch(3 mm),not including rough split face. c. Height: 6 inches(152 mm),plus/minus 1/16 inch measured to top and bottom planes. d.Weight: 25-60 pounds(I1 -27 kg)per unit minimum using standard weight aggregates. e. Inter-Unit Shear Strength: 600 pounds per linear foot (8700 N/m), minimum, at 2 pounds per square inch (13 kPa) normal pressure. f. Geogrid/Unit Peak Connection Strength: 300 pounds per linear foot(4300 N/m),minimum,at 2 pounds per square inch (13 kPa)normal force. 15.Accessory Units: Provide matching units. a. Corners: Provide 90 degree corners,finished two sides,where indicated. b.Cap units:Provide solid cap units with parallel sides for straight walls and convex walls,angular sides for concave walls. Caps may be solid or have 1/2 depth voids for connection to alignment/shear pins from course below. B. Shear Connectors: 1. Non-Shouldered Pins: 1/2 inch (13 mm) diameter x 5.25 inches (133 mm) long thermoset isopthalic polyester resin- pultruded fiberglass reinforcement rods. 2.Shouldered Pins:Similar to pin noted above,except this pin has a 3/4"diameter cap/shoulder for specific unit connection. a. Flexural Strength: 128,000 pounds per square inch(882 MPa),minimum. b.Short Beam Shear: 6,400 pounds per square inch(44 MPa),minimum. c. Provide products that are capable of maintaining strength over design temperature range of minus 10 degrees F (minus 23 degrees C)to plus 100 degrees F(plus 38 degrees Q. d.Provide products that are capable of holding the geogrid in the proper design position during grid pre-tensioning and backfilling. e. All pins to be supplied by`Approved Vendors"with verification notice issued by Keystone Retaining Wall Systems,Inc. C. Construction Adhesive: Keystone KapSeal as supplied by manufacturer of modular concrete units. D.Base Leveling Pad Material: Compacted crushed stone base or non-reinforced concrete as shown on the drawings. E. Unit Drainage Fill: Clean 1-inch minus crushed stone or crushed gravel meeting the gradation listed below. 1. 1 inch(25 mm)sieve,100 percent passing. 2.3/4 inch(19 mm)sieve,75-100 percent passing. 3.No.4(4.75 mm)sieve,0- 10 percent passing. 4.No.50(300 micro-m)sieve,0-5 percent passing. F. Pea rock rounded stone is not acceptable. G.Reinforced Backfill: Free of debris and meet the following gradation requirements: 1.2 inch(50 mm)sieve,100-75 percent passing. 2.3/4 inch(19 mm)sieve,100-75 percent passing. 3.No.4(4.75 mm)sieve,100-20 percent passing. 4.No.40(425 micro-m)sieve,0-60 percent passing. 5.No.200(75 micro-m)sieve,0-35 percent passing. 6.Plasticity Index(PI)les than 10 and liquid limit less than 40. 7.Maximum Aggregate Size: 3/4 inch(19 mm),unless field tests have been or will be performed to evaluate potential strength reductions to the geogrid design due to damage during construction. 8.Material may be site excavated soils where the above requirements can be met. 9.Do not use unsuitable soils(high plastic clays or organic soils)for backfill or in the reinforced soil mass. 10. Shall submit reinforced fill sample and laboratory test results to the Architect/Engineer for approval prior to the use of any proposed reinforced fill material. H.Geogrid: Geotextile fabric of high tenacity polyester yarn or high density polyethylene specifically fabricated for use as soil reinforcement. 1.Polyester: Knitted from high tenacity polyester filament yarn with a molecular weight exceeding 25,000 Meg/m and a carboxyl end group values less than 30;coated with an impregnated PVC coating that resists peeling,cracking,and stripping. D 2oo6 KEYSTONE RETAINING WALL SYSTEMS,INC. The information contained herein has been compiled by Keystone®Retaining Wall Minneapolis,Minnesota Systems,Inc.and to the best of our knowledge,accurately represents the Keystone qL4 cHIN6 YlALL SYSTEMS (952)897-1040 product use in the applications which are illustrated.Final determination of the onrttn co.vax. (952)897-3858-fax suitability for the use contemplated and its manner of use are the sole responsibility of Www.keystonewalls.com the user.Structural design and analysis shall be performed by a Qualified engineer. B-4 CONSTRUCTION MANUAL SPECIFICATIONS GUIDELINES 2.Ta,Long Term Allowable Tensile Design Load,shall be determined as follows: a. Ta =Tult/(RFcr x RFd x RFid x FS) b.Ta shall be evaluated based on a 75 year design life. 3.RFcr,Reduction Factor for Creep Limited Tensile Load: Determined from 10,000 hour creep testing performed in accordance. with ASTM D 5262; 1.60 minimum. 4.RFd, Reduction Factor for Durability/Aging: Determined from polymer specific durability testing covering the range of expected soil environments; 1.10 minimum. 5.RFid,Reduction Factor for Installation Damage: Determined from product specific construction damage testing performed in accordance with GRI-GG4; 1.05 minimum. Test results shall be provided for each product to be used with project specific or more severe soil type. 6.FS,Overall Factor of Safety: 1.5 unless otherwise noted. 7.Maximum Design Tensile Load: Not more than the laboratory tested ultimate strength of the geogrid/facing unit connection as limited by the"Hinge Height"divided by a factor of safety of 1.5, using connection strength testing and computation procedures in accordance with NCMA SRWU-1. 8.Soil Interaction Coefficient,Ci: Determined in accordance with GRI-GG5 at maximum 0.75 inch(19 mm)displacement. 9.Manufacturing Quality Control: Test each 40,000 square feet(3700 sq m)of production,each lot,or each production day; include tensile strength testing,melt flow index(HDPE),and molecular weight(polyester). **NOTE TO SPECIFIER** Delete the following if not required. I. Drainage Pipe: Perforated or slotted PVC pipe complying with ASTM D 3034 or corrugated high density polyethylene pipe complying with ASTM F 405. PART THREE:EXECUTION 3.1 EXAMINATION A. Verify that layout dimensions are correct and substrate is in proper condition for installation. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 EXCAVATION A. Excavate to the lines and grades shown on the construction drawings. Obtain the Architect/Engineer's approval of excavation prior to placement of leveling material or fill soils. Proof roll foundation area as directed to determine if remedial work is required. B. Over-excavation of deleterious soils and replacement with suitable fill,when approved in advance by the Architect/Engineer,will be paid at unit cost rates. C. Be careful not to disturb embankment and foundation materials beyond lines shown. 3.3.BASE LEVELING PAD A. Place leveling pad material to the lines and grades shown on the construction drawings. Extend leveling pad minimum of 6 inches(150 mm)in beyond front and back faces of units and minimum of 6 inches(150 mm)thick. B. Compact granular leveling pad material to a minimum of 95 percent Standard or 90 percent Modified Proctor. C. Prepare leveling pad to ensure full contact to the base surface of the concrete units. 3.4 MODULAR UNIT INSTALLATION A. Place first course of units on leveling pad and check alignment and level. Use pins or molded surfaces of modular concrete units for alignment control; do not attempt alignment from rockface split surface,due to its irregular split finish. B. Ensure that all units are in full contact with base and properly seated. C. Place fronts of units side-by-side. Do not leave gaps between units. Lay out corners and curves in accordance with manufacturer's recommendations. D. Install shear connectors. Verify specified setback position as indicated on drawings. E. Place and compact drainage fill within and behind units.Place minimum of 1 cubic foot(0.03 cu m)per unit of drainage fill within the cores of the units,between units,and behind units. F. Place and compact backfill soil behind drainage fill. G.Follow wall and drainage fill installation closely with backfill.Maximum stacked vertical height of wall units prior to drainage fill and backfill placement and compaction not to exceed 2 courses. 3.5 STRUCTURAL GEOGRID INSTALLATION A. Orient geogrid with the highest strength axis perpendicular to the wall alignment. B. Place geogrid reinforcement at the elevations and to the extent shown on the construction drawings or as directed by the Engineer. C. Lay geogrid horizontally on compacted backfill and attached to the wall units. Place the next course of modular concrete units over geogrid. Pull geogrid taut and anchor prior to backfill placement on the geogrid. ©2oo6 KEYSTONE RETAINING WALL SYSTEMS,INC. The information contained herein has been compiled by Keystone®Retaining Wall STONE® Minneapolis,Minnesota Systems,Inc.and to the best of our knowledge,accurately represents the Keystone (952)897.1040 product use in the applications which are illustrated.Final determination of the flnAINING WALL GYSTEkG (952)897-3858-fax suitability for the use contemplated and its manner of use are the sole responsibility of •coxrtcx co�onr www.keystonewalls.com the user.Structural design and analysis shall be performed by a qualified engineer. l CONSTRUCTION B-5 MANUAL SPECIFICATIONS D. Install geogrid reinforcements continuous throughout embedment lengths and side-by-side for 100 percent coverage at each level. Do not splice shorter pieces of geogrid or leave gaps between ends of pieces. 3.6 REINFORCED BACKFILL PLACEMENT A. Place,spread,and compact backfil in such a manner that minimizes the development of slack in the geogrid and other damage. B. Place and compact reinforced backfill in lifts not to exceed 6 inches (150 mm) where hand compaction is used,or 8 to 10 inches(200 to 250 mm)where heavy compaction equipment is used. Decrease lift thickness where necessary to achieve required density. C. Compact reinforced backfill to 95 percent of the maximum density as determined by ASTM D 698. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be within+0/- 3 percentage points dry of optimum. D.Allow only lightweight hand-operated equipment within 3 feet(900 mm)from the tail of the modular concrete unit. E. Do not operate tracked construction equipment directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches(152 mm)is required prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid. F. Rubber tired equipment may pass over geogrid reinforcement at slow speeds,less than 10 miles per hour (16 kph). Sudden braking and sharp turning shall be avoided. G.At the end of each day's operation,slope the last lift of reinforced backfill away from the wall units to direct runoff away from wall face. Do not allow surface runoff from adjacent areas to enter the wall construction site. 3.7 CAP INSTALLATION A. Glue cap units to underlying units with an all-weather adhesive recommended by the manufacturer. 3.8 FIELD TOLERANCES A. Vertical Alignment: Plus/minus 1.5 inches over any 10 foot(37.5 mm in 3 m)distance. B. Wall Batter: Within 2 degrees of design batter. C. Horizontal Alignment: Plus/minus 1.5 inches over any 10 foot(37.5 mm in-3 m)distance;corners,bends,and curves plus/minus 1 ft(305 mm)to theoretical location. D.Maximum Horizontal Gap Between Erected Units: 1/2 inch(12 mm). 3.9 FIELD QUALITY CONTROL **NOTE TO SPECIFIER** Delete this article entirely if the Owner will not be providing field testing or inspection. Testing and inspections services should only be performed by qualified and experienced technicians and engineers. As a minimum,quality assur- ance testing should include foundation soil inspection,soil and backfill testing,verification of design parameters,and observation of construction for general compliance with design drawings and specifications. A. The Owner will engage inspection and testing services,including independent laboratories,to provide quality assurance and testing services during construction. This does not relieve the Contractor from securing the necessary construction control testing during construction. END OF SECTION D' 2006 KEYSTONE RETAINING WALL SYSTEMS,INC. The information contained herein has been compiled by Keystone®Retaining wall STONE° Minneapolis,Minnesota Systems,Inc.and to the best of our knowledge,accurately represents the Keystone AETA`NIN6WALLSYSTEMS (952)897-1040 product use in the applications which are illustrated.Final determination of the oxrtcx cox.vxxr (952)8979858-fax suitability for the usecontemplated and itsmannerofuse are the sole responsibility of www.keystonewalls.com the user.Structural design and analysis shall be performed by a qualified engineer. e Section 02834(32 32 23) KEYSTONE CONCRETE RETAINING WALL PART 1: GENERAL 1.01 Description A. Work shall consist of designing, furnishing and construction of a KEYSTONE Standard Unit Retaining Wall System in accordance with these specifications and in reasonably close conformity with the lines, grades, design, and dimensions shown on the plans. No alternate wall systems will be considered. B. Work includes preparing foundation soil, furnishing and installing leveling pad, unit drainage fill and backfill to the lines and grades shown on the construction drawings. C. Work includes furnishing and installing geogrid soil reinforcement of the type, size, location, and lengths designated on the construction drawings. 1.02 Related Sections A. Section 02300 (31 00 00)- Earthwork 1.03 Reference Documents A. American Society for Testing and Materials (ASTM) 1. ASTM C140 Sampling and Testing Concrete Masonry Units 2. ASTM C1372 Specification for Dry-Cast Segmental Retaining Wall Units 3. ASTM D422 Particle-Size Analysis of Soils 4. ASTM D698 Laboratory Compaction Characteristics of Soil -Standard Effort 5. ASTM D1557 Laboratory Compaction Characteristics of Soil -Modified Effort 6. ASTM D3034 Polyvinyl Chloride Pipe(PVC) 7. ASTM D4318 Liquid Limit, Plastic Limit and Plasticity Index of Soils 8. ASTM D4475 Horizontal Shear Strength of Pultruded Reinforced Plastic Rods 9. ASTM D4476 Flexural Properties of Fiber Reinforced Pultruded Plastic Rods 10. ASTM D4595 Tensile Properties of Geotextiles -Wide Width Strip 11. ASTM D5262 Unconfined Tension Creep Behavior of Geosynthetics 12. ASTM D5818 Evaluate Installation Damage of Geosynthetics 13. ASTM D6637 Tensile Properties of Geogrids—Single or Multi-Rib 14. ASTM D6638 Connection Strength- Reinforcement/Segmental Units 15. ASTM D6706 Geosynthetic Pullout Resistance in Soil 16. ASTM D6916 Shear Strength Between Segmental Concrete Units B. American Association of State Highway and Transportation Officials (AASHTO) 1. AASHTO M 252 Corrugated Polyethylene Drainage Pipe C. Geosynthetic Research Institute (GRI) 1. GRI-GG4 Determination of Long Term Design Strength of Geogrids 2. GRI-GG5 Determination of Geogrid (soil) Pullout D. National Concrete Masonry Association (NCMA) Keystone Standard P Page 1 7/16/2009 I 1. NCMA SRWU-1 Test Method for Determining Connection Strength of SRW 2. NCMA SRWU-2 Test Method for Determining Shear Strength of SRW 1.04 Submittals/Certification A. Contractor shall submit a Manufacturer's certification, prior to start of work, that the retaining wall system components meet the requirements of this specification and the structure design. B. Contractor shall submit construction drawings and design calculations for the retaining wall system prepared and stamped by a Professional Engineer registered in the state of the project.The engineering designs, techniques, and material evaluations shall be in accordance with the Keystone Design Manual. 1.05 Quality Assurance A. Contractor shall submit a list of five(5) previously constructed projects of similar size and magnitude by the wall installer where the specific retaining wall system has been constructed successfully. Contact names and telephone numbers shall be listed for each project. B. Contractor shall provide evidence that the design engineer has a minimum of five years of documental experience in the design for reinforced soil structures. The design engineer shall provide proof of current professional liability insurance with an aggregate coverage limit of not less than $2,000,000. C. Owner shall/may provide soil testing and quality assurance inspection during earthwork and wall construction operations. Contractor shall provide any quality control testing or inspection not provided by the Owner. Owner's quality assurance program does not relieve the contractor of responsibility for quality control and wall performance. 1.06 Delivery, Storage and Handling A. Contractor shall check all materials upon delivery to assure that the proper type, grade, color, and certification have been received. B. Contractor shall protect all materials from damage due to jobsite conditions and in accordance with manufacturer's recommendations. Damaged materials shall not be incorporated into the work. PART 2: PRODUCTS 2.01 Definitions A. Keystone Unit-a concrete retaining wall element machine made from Portland cement, water, and aggregates. B. Structural Geogrid -a structural element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow interlocking with surrounding soil, rock, or earth and function primarily as reinforcement. C. Unit Drainage Fill -drainage aggregate that is placed within and immediately behind the Keystone concrete units. Keystone Standard P Page 2 7/16/2009 D. Reinforced Backfill -compacted soil that is placed within the reinforced soil volume as outlined on the plans. 2.02 Keystone Concrete Retaining Wall Units A. Keystone concrete units shall conform to the following architectural requirements: 1. Face color-concrete gray, unless otherwise specified.The Owner may specify standard manufacturers'color. 2. Face finish - sculptured rock face in angular tri-planer configuration. Other face finishes will not be allowed without written approval of Owner. 3. Bond configuration- running with bonds nominally located at midpoint vertically adjacent units, in both straight and curved alignments. 4. Exposed surfaces of units shall be free of chips, cracks or other imperfections when viewed from a distance of 10 feet under diffused lighting. B. Keystone concrete materials shall conform to the requirements of ASTM C1372- Standard Specifications for Segmental Retaining Wall Units. C. Keystone concrete units shall conform to the following structural and geometric requirements measured in accordance with ASTM C140 Sampling and Testing Concrete Masonry Units: 1. Compressive strength: >_ 3000 psi (21 MPa); 2. Absorption: _<8 % (6% in northern states)for standard weight aggregates; 3. Dimensional tolerances: ± 1/8"(3 mm)from nominal unit dimensions not including rough split face, ±1/16"(1.5 mm) unit height -top and bottom planes; 4. Unit size: 8" (203 mm) (H)x 18"(457 mm)(W)x 18"(457 mm)(D) minimum; 5. Unit weight: 100-lbs/unit(45 kg/unit) minimum for standard weight aggregates. D. Keystone concrete units shall conform to the following performance testing: 1. Inter-unit shear strength in accordance with ASTM D6916 (NCMA SRWU-2): 1500-plf(21 kN/m) minimum at 2-psi (13 kPa) normal pressure; 2. Geogrid/unit peak connection strength in accordance with ASTM D6638(NCMA SRWU-1): 900-plf(13 kN/m) minimum at 2-psi (13 kPa) normal force. E. Keystone concrete units shall conform to the following constructability requirements: 1. Vertical setback: 1/8" (3 mm)± per course(near vertical)or 1" (25 mm) + per course per the design; 2. Alignment and grid positioning mechanism:fiberglass pins, two per unit minimum; 3. Horizontal gap between erected units shall be<_ 1/2 inch (13 mm). 2.03 Shear-Connectors A. Shear connectors shall be 1/2-inch (12 mm)diameter thermoset isopthalic polyester resin-pultruded fiberglass reinforcement rods to provide connection between vertically and horizontally adjacent units with the following requirements: Keystone Standard P Page 3 7/16/2009 1. Flexural Strength in accordance with ASTM D4476: 128,000 psi (882 MPa) minimum; 2. Short Beam Shear in accordance with ASTM D4475: 6,400 psi (44 MPa) minimum. B. Shear connectors shall be capable of holding the geogrid in the proper design position during grid pre-tensioning and backfilling. 2.04 Base Leveling Pad Material A. Material shall consist of a compacted crushed stone base or non-reinforced concrete as shown on the construction drawings. 2.05 Unit Drainage Fill A. Unit drainage fill shall consist of clean 1" (25 mm) minus crushed stone or crushed gravel meeting the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passinq 1 inch (25 mm) 100 3/4-inch (19 mm) 75-100 No. 4(4.75mm) 0 - 10 No. 50 (300um) 0 -5 B. Drainage fill shall be placed within the cores of, between, and behind the units as indicated on the design drawings. Not less than one cubic foot(0.028 m), of drainage fill shall be used for each square foot(0.093 mz)of wall face unless otherwise specified. 2.06 Reinforced Backfill A. Reinforced backfill shall be free of debris and meet the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passing 2 inch (50 mm) 100 3/4-inch (19 mm) 100-75 No. 40 (425 um) 0-60 No. 200 (75 um) 0-35 Plasticity Index(PI) <15 and Liquid Limit<40 per ASTM D-4318. B. The maximum aggregate size shall be limited to 3/4 inch (19 mm) unless field tests have been performed to evaluate potential strength reductions to the geogrid design due to damage during construction. C. Material can be site-excavated soils where the above requirements can be met. Unsuitable soils for backfill (high plastic clays or organic soils) shall not be used in the backfill or in the reinforced soil mass. D. Contractor shall submit reinforced fill sample and laboratory test results to the Architect/Engineer for approval prior to the use of any proposed reinforced fill material. Keystone Standard P Page 4 7/16/2009 2.07 Geogrid Soil Reinforcement A. Geosynthetic reinforcement shall consist of geogrids manufactured specifically for soil reinforcement applications and shall be manufactured from high tenacity polyester yarn or high density polyethylene. Polyester geogrid shall be knitted from high tenacity polyester filament yarn with a molecular weight exceeding 25,000 g/m and a carboxyl end group values less than 30. Polyester geogrid shall be coated with an impregnated PVC coating that resists peeling, cracking, and stripping. B. Ta, Long Term Allowable Tensile Design Load, of the geogrid material shall be determined as follows: Ta =Tult/(RFcr*RFd*RFid*FS) Ta shall be evaluated based on a 75-year design life. 1. Tult, Short Term Ultimate Tensile Strength shall be determined in accordance with ASTM D4595 or ASTM D6637. Tult is based on the minimum average roll values (MARV). 2. RFcr, Reduction Factor for Long Term Tension Creep RFcr shall be determined from 10,000-hour creep testing performed in accordance with ASTM D5262. Reduction value = 1.45 minimum. 3. RFd, Reduction Factor for Durability RFd shall be determined from polymer specific durability testing covering the range of expected soil environments. RFd = 1.10 minimum. 4. RFid, Reduction Factor for Installation Damage . RFid shall be determined from product specific construction damage testing performed in accordance with ASTM D5818 (GRI-GG4). Test results shall be provided for each product to be used with project specific or more severe soil type. RFid = 1.05 minimum. 5. FS, Overall Design Factor of Safety FS shall be 1.5 unless otherwise noted for the maximum allowable working stress calculation. C. The maximum design tensile load of the geogrid shall not exceed the laboratory tested ultimate strength of the geogrid/facing unit connection divided by a factor of safety of 1.5. The connection strength testing and computation procedures shall be in accordance with ASTM D6638 Connection Strength between Geosynthetic Reinforcement and Segmental Concrete Units (NCMA SRWU-1). D. Soil Interaction Coefficient, Ci Ci values shall be determined per ASTM D6706(GRI:GG5)at a maximum 0.75-inch (19 mm)displacement. E. Manufacturing Quality Control The geogrid manufacturer shall have a manufacturing quality control program that includes QC testing by an independent laboratory. The QC testing shall include: Tensile Strength Testing Melt Flow Index(HDPE) Molecular Weight(Polyester) Keystone Standard P Page 5 7/16/2009 2.08 Drainage Pipe A. If required, the drainage pipe shall be perforated or slotted PVC pipe manufactured in accordance with ASTM D-3034 or corrugated HDPE pipe manufactured in accordance with AASHTO M252. 2.09 Geotextile Filter Fabric A. When required, Geotextile filter fabric shall be 4.0 oz/sy, polypropylene, needlepunched nonwoven fabric. PART 3: EXECUTION 3.01 Excavation A. Contractor shall excavate to the lines and grades shown on the construction drawings. Owner's representative shall inspect the excavation and approve prior to placement of leveling material or fill soils. Proof roll foundation area as directed to determine if remedial work is required. B. Over-excavation and replacement of unsuitable foundation soils and replacement with approved compacted fill will be compensated as agreed upon with the Owner. 3.02 Base Leveling Pad A. Leveling pad material shall be placed to the lines and grades shown on the construction drawings, to a minimum thickness of 6 inches (150 mm)and extend laterally a minimum of 6"(150 mm) in front and behind the Keystone wall unit. B. Soil leveling pad materials shall be compacted to a minimum of 95 % Standard Proctor density per ASTM D-698 or 92% Modified Proctor Density per ASTM D1557. C. Leveling pad shall be prepared to insure full contact to the base surface of the concrete units. 3.03 Keystone Unit Installation A. First course of units shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. B. Place the front of units side-by-side. Do not leave gaps between adjacent units. Layout of corners and curves shall be in accordance with manufacturer's recommendations. C. Install shear/connecting devices per manufacturer's recommendations. D. Place and compact drainage fill within and behind wall units. Place and compact backfill soil behind drainage fill. Follow wall erection and drainage fill closely with structure backfill. E. Maximum stacked vertical height of wall units, prior to unit drainage fill and backfill placement and compaction, shall not exceed two courses. Keystone Standard P Page 6 7/16/2009 f 3.04 Structural Geogrid Installation A. Geogrid shall be oriented with the highest strength axis perpendicular to the wall alignment. B. Geogrid reinforcement shall be placed at the strengths, lengths, and elevations shown on the construction design drawings or as directed by the Engineer. C. The geogrid shall be laid horizontally on compacted backfill and attached to the Keystone wall units. Place the next course of Keystone concrete units over the geogrid. The geogrid shall be pulled taut, and anchored prior to backfill placement on the geogrid. D. Geogrid reinforcements shall be continuous throughout their embedment lengths and placed side-by-side to provide 100% coverage at each level. Spliced connections between shorter pieces of geogrid or gaps between adjacent pieces of geogrid are not permitted. 3.05 Reinforced Backfill Placement A. Reinforced backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid and installation damage. B. Reinforced backfill shall be placed and compacted in lifts not to exceed 6 inches (150 mm)where hand compaction is used, or 8- 10 inches (200 to 250 mm)where heavy compaction equipment is used. Lift thickness shall be decreased to achieve the required density as required. C. Reinforced backfill shall be compacted to a minimum of 95 % Standard Proctor density per ASTM D-698 or 92% Modified Proctor Density per ASTM D1557. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be dry of optimum, + 0%, -3%. D. Only lightweight hand-operated equipment shall be allowed within 3 feet(1 m)from the tail of the Keystone concrete unit. E. Tracked construction equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches (150 mm) is required prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid. F. Rubber tired equipment may pass over geogrid reinforcement at slow speeds, less than 10 MPH (15 KPH). Sudden braking and sharp turning shall be avoided. G. At the end of each day's operation, the Contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from wall face. The Contractor shall not allow surface runoff from adjacent areas to enter the wall construction site. 3.06 Cap Installation A. Cap units shall be glued to underlying units with an all-weather adhesive recommended by the manufacturer such as Keystone Kapseal. Keystone Standard P Page 7 7/16/2009 i 3.07 As-built Construction Tolerances A. Vertical alignment: ± 1.5"(40 mm)over any 10' (3 m)distance. B. Wall Batter: within 2 degrees of design batter. C. Horizontal alignment: ± 1.5" (40 mm)over any 10'( 3 m)distance. Corners, bends &curves: ± 1 foot(300 mm)to theoretical location. D. Maximum horizontal gap between erected units shall be 1/2 inch (13 mm). 3.08 Field Quality Control A. Quality Assurance-The Owner shall/may engage inspection and testing services, including independent laboratories, to provide quality assurance and testing services during construction. This does not relieve the Contractor from securing the necessary construction quality control testing. B. Quality Assurance should include foundation soil inspection. Verification of geotechnical design parameters, and verification that the contractor's quality control testing is adequate as a minimum. Quality assurance shall also include observation of construction for general compliance with design drawings and project specifications. (Quality Assurance is usually best performed by the site geotechnical engineer.) C. Quality Control—The Contractor shall engage inspection and testing services to perform the minimum quality control testing described in the retaining wall design plans and specifications. Only qualified and experienced technicians and engineers shall perform testing and inspection services. D. Quality Control testing shall include soil and backfill testing to verify soil types and compaction and verification that the retaining wall is being constructed in accordance with the design plans and project specifications. PART 4: MEASUREMENT AND PAYMENT Keystone Standard P Page 8 7/16/2009 tHE Town of Barnstable PPOF ►p� BARNSPABLE., - - Regulatory Services - - ----�-- - • MASS. 1639•a Building Division • prFO MPS 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 'r •, Inspection Correction Notice i Type of Inspection Location 7 yS� Permit Number D C c2 D 9 Owner' < Builder One nofice to remain on:job site, one notice on file in Building Department. The following items need correct ng: tC 2"gHa_Y-\J,f rX LIU e—s A cQ NiAt e— 6 1 t- CC),v S-r151 u C-T?of 4 �� z fe 77,2 Please call: 508-862-4 ��for re-inspection. Inspected by /WG Date �p(ME►O{�, l . . Town of Barnstable BARNSTABLE. Regulatory Services • � •'•'' •'•" Building Division ptFD MPS a 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r Location ��y /U S7. (,(�� Permit Number 20 b 6 G Owner Builder One notice to remain on job site, one notiee'on file in Building Department. �a. The following itemneed correcting: t fo/9�Zc A LL Ai/V&-""V A77/4-P US /4) Floy4 fu !ti r,- LO/774- -F, ter- --67E� n. _ It o" N A-r Z 1 04 NC—C—b c-Z nU6—�-. 5 .�V�AIA-) f KM -36-"LG 7�e-t Rom R ,z F0. U(E-A)7' S 700 //USC,/66� , . Please call: 508-862-405-P8'for re-ins ectio . Inspected b P Y Date 7 �� JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. 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T 1.:.... 8 ©...ram... :............_:.............:.............:........_ .:.._.........:...._.......:.............:............_......... ..... ..... .....__ ._... ..... ..... - - ....... oD.. - .............4................................................. ..... ...... ..... .. _ _ ................ .... .... ......... ....:........ vy v.......-........... �..9...._. 1.z.... �_..-..g.............c.a... t W • 41 E I W PQ W le J.e 2 m 10 N 0 /� 6 S.D =�< If DORMER. / 1 J' I L Y m l-=^ MATCH EXISTING TRIM /-' �I�,� 1 f ''I� W Q U ry _ t 11 l�1�,1L l I" 11'11I1L1, -�iJ_" Ll t RAILING:5/d X 6 HAND RAIL (� W/PRE-RABBETTED 2 X 4 TOP 4 BOTTOM -r1-i� � I 4 RAIL W/I I/2"SOUARE P.T.BALUSTERS SHINGLES: -•.., r � I- - L f •�•+ II NO CHANGES �'I 1 1 �-+,I (SEE ENGINEER PLAN FOR FRAMING REOUIRMENTS) 1 1 I r 1 I O -- IN T1111 1 z FRONT DOOR: F- THERMATRU F/G SMOOTH-STAR VS237G5G _ NEI"1 '�1_ � W = EXISTING FRONT ELEVATION 4 PANEL DOOR W/d LITE TRANSOM R SMOOTH STAR #526 F _— G STAR a5262GBG LITE 0. a BOTH 51DE5 It x SCALE 1/4' - 1'-0' p G K o ¢ Y / FINISHED GRADE - _ > W J 3 F Q Q ! ! I I O N A RIGHT SIDE ELEVATION NEW I"-T-26' DIA.BIG DOTS/ » ! IY DIA,5'JNMUBES SCALE V4' 1'-O' ' UNDISTURBED GROUND OR ��L d°TO 6"COMPACTED GRAVEL I CERTAIN TEED WOODSC.APE PREIUM 50 YEAR COLOR:MAXIMUM DEIINITION 3 r q co Q 11_. ,�_ emu\ �t"• --''�I I 'IC —'tff� L�� r-.�! L.J' I =� !I ''. — O ��r ", r � Lu ��-If, _ _ C , I �f:.� i1`I �� l.-1CI'�.' ii t,L'� }' Ij I. -r1,� •r'I�'E7 T`i� .,yl`�.Cl I- \\ � —`--__— --- —.—__' '-- O f �C LLr!µ' 'C ' 1r3.r ,r>''r� 1_L ��---� AND FLOOR EIEV_,T•ON 1. _ ____ -__ -- — � I. -]�' f I I7rI � 1 I o�{ III I!OT I;L,_.I`yti_1 .Ili y j.J�I1 YF4 "' —ALL WINDOW5: -..I. -! `p �I' [I �q qt I(':I�) [J gyp_.. �-•_. I I/ 5 PRIMED SINE I '�i — 1. i ._�'�II'?�I —L. IT�1 :, 17 II I....I, p--i I•1(��1. �'-.II I7`1 C _I�l-�'l L7 �...�f•- •�I—� �. I 'W/2°HIS TOPIC BILL NOSING �•��( IW �l II Y r 7 11111 I I I I: � I I al I I 'III II I' - - 1 I-� ��.L7, ! �Ir �ll. �' 1 0 'II '�I I.I I, �:,•I I! I.�I! I i�I�II I!II I 1 ) I I. LI Ij it t I II I ,— 1 ! I t� ,I•I 'I I I I II t I I I .I�i I)I I I I� I.�I I I III I! !I . {i. '� I,.•I`_I'�� -t � �. ..� .>f1. I �.II �I' !� I I ! I` �II II J I � � I i I � II I I I� I lil, I N 1S1'FLOCR ELEVATION '�' � L�y' I� ••I s_ I -1'il--'1'—'1 � 7 �.'. �-1 1_ — ------•--------�(TI.T.ii r"_I I'it'{I�� I I l�S' �.�..:L.�i� j'-1�F`u"'I�I-�`�.I ��.�� — �.L N (� 'I NEW I _ f XLS PR M=D PINE —!_•_ I. l I L L 'I II``,��2 9a.• I• ,f 1. 1 �11 E L r GI7 L�!�' 'Q ' a . I I- { L_L._L_L• F �__71�. L_ 'z m I!! 91MPSON: -_. 2-MAZ,GIST HANGEP.S _ l I jl 11 ��j '7 7.° I I''I I IL•.�T�_.,1: "LIB t 1-�._ - I 6 POST BASE I I LEFT SIDE ELEVATION 11 I I ! ! ! I SCALE I/4' - 1'-0" IIS : I I 10•-10 3/4 I 70'-IO• I 10'-10,l/4" - EX!sT!NG_REA1 ELEVATION p` ' SC.ALE 1/4' • I'-0° • II i rQ LJ N � Q Q 4, Z Z} La W J N m N ' o Q �.O roam xmx� Z U W c 3-6" on O NEW DECK (a 0 - ' 5/4'%6' ACO w = o a z � Vl N E Q ]C O10 O H Q Q O O O AT A � 0 DINI.NG ROOM ° PALL u Lou. u \ WALL 10, q K� : EXISTING ❑ �\ EXISTING \\ " , O # O LIVING ROOM BEDROOM I �� ICJ; BEDROOM #2 ,./� \\ NO LAYOUT CHANGES \\ NO LAYOUT CHANGES W J �� - VL ��\ yp Q 0 � ITE U r 1 UP 0 < i� I KITCHEN II FOYER II LIJ RENOVATE II I I O 0 I I O O I O O Z I LLI W Q uiliui i � w � Z EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN Q SCALE I/4' I'-O' SCALE I/4' 1'-0' Q1 Q J v, L 1 w� Z zr 4 W W J� CQ _ Y V1 ' u) 0 r E m 2 m Z U9 J� N WINDOW SCHEDULE u r - --- - I I KEY QTY. DESCRIPTION ROUGH OPENING MANUFACTURERBv10DEL 1 1 DOUBLE HUNG T-6 1I8"x 4'-0 718" ANDERSEN TW24310 I 2 1 DOUBLE HUNG T-2 1l8"x T 4 718" ANDERSEN TW2032 ' 3 1 CASEMENT 4'-01/2"x T-53/8" ANDERSEN C235 I DEC< I 4 1 DOUBLE HUNG T-2 lla"x T-4 7/8" ANDERSEN TW2032 III 11`II II�II III ABOVE I 5 1 CASEMENT 4'-0 1/2"x T-5 318" ANDERSEN C235 ' 6 1 DOUBLE HUNG T-6118"x T-07/8" ANDERSEN TW24210 7 1 DOUBLE HUNG T-2 1/8"x T-4 718" ANDERSEN TW2032 • I I - ' I I' B 5 DOUBLE HUNG 2'-2 1l8"x 4'-4 7/8" ANDERSEN TW2042 I I 0 2 PERMASHIELD PATIO DOOR 8'-03/8"x G-107/8" ANDERSEN PS81611 o W = 10 1 DOUBLE HUNG 2'-2 1/8"x 3'-8 7/8" ANDERSEN TW2036 o 13 13 12 CJ 11 1 DOUBLE HUNG 8'-7 3/8"x 4'-8 7/8" ANDERSEN TMO-DHP4246-20 c a Y 12 1 DOUBLE HUNG 11-10118"xT-07/8" ANDERSENTWI8210 13 2 DOUBLE HUNG T-2 118"x T-0 7/8" All - ANDERSEN TW20-D F C \ 14 1 DOUBLE HUNG T-9 5/B"x 4'•8718" ANDER6EN TW20-DHP3446-20 .. _ 15 1 DOUBLE HUNG T-6118"x 4'•87/8" ANDERSEN TW2446 \:c CENTRAL _ VAC BOILER EXISTING . FULL Hv4c FAN IL'( SASEMENT ROOM NO LAYOUT CHANGES \ NO LAYOUT CNANGES CC) W la up. Lu SUMP EKI Q PUMP W O N A N� ER L OTES �. --- I- ALL STATE, NATIONAL, LOCAL BUILDING CODES, INCLUDING FIRE 7 1 SA LI_ S ELECTRICAL, iL, LOCAL ALA L, PLUMBING, ETC. -WWlC:WLUDI HAVE L JURISDICTION OVER THIS PROJECT WILL BE STRICTLY FOLLOWED 2- THE CONTRACTOR SWALL VERIFY ALL GRADES, LINE LEVELS, a DIMENSIONS � J AS SHOWN ON TWE DRAWINGS a SHALL REPORT ERRORS OR INCONSISTENCIES Q IN THE ABOVE TO THE ARCWITECT BEFORE COMMENCING WORK ' - - 3- ALL CONTRACTCRS AND SUB-CONTRACTORS SHALL CARRY INSURANCE AS WILL PROTECT TWE OWNER FROM CLAIMS FOR DAMAGES AND PERSONAL INJURIES WWICW MAY ARISE IN CONNECTION WITH THIS .-'-ROJECT, Lu EXISTING LONER LEVEL FLOOR FLAN 4 N CONTRACTORCESSARY SHALL 7WEPP OViDE E ECUTION ALL IPMr , LLABOR, D MATERIALS WS SCALE I/4' - I'-O' WORK IN ACCORDANCE WITH THESE PLANS. Z -- DRAWINGS ARE NOT TO BE SCALED. NOTIFY SKYLINE DESIGN OF ANY DIMENSIONAL DISCREPANCIES. 11 1� G- DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PRF-PARED BY LL TWE ARCWITECT FOR THIS PROJECT ARE FOR USE SOLELY WITH RESPECT TO -1-F-IIS PROJECT, AND THE ARCI-II TECT SWALL BE DEEMED TWE AUTWOR r z I•(1 OF TWE DOCUMENTS AND SWALL RETAIN ALL COMMON LAW, STATUTORY AND OTNER RESERVED RIGWTS, INCLUDING COPYRIGHT. THE ARCHITECT'S DRAWINGS SPECIFICATIONS AND OTHER DOCUMENTS SWALL NOT BE USED BY TWt OWNER OR OTWERS ON OTNER PROJECTS. 7- TWE ARCHITECT AND ARCHITECT'S CONSULTANTS SHALL WAVE NO 1 RESPONSIBILITY FOR -WE DISCOVERY, PRESENCE, HANDLING, REMOVAL -J ' OR DISPOSAL OF OR EXPOSURE OF PERSONS TO TOXIC OR HAZARDOUS MATERIALS IN ANY FORM AT TWE PROJECT SITE. .�y_ Lu B- TWIS CONTRACTOR SHALL FURNISW ALL LABOR, TOOLS It MATERIALS V Q PERFORM ALL WOR:G INCLUDED INTENDED AND IMPLIED IN THE SPECIFICATINS 4 AS SHOWN, IN-S-ENDED 4 IMPLIED ON TWE DRAWINGS 9- IF ANY ERRORS OR OMISSIONS APPEAR IN TWE DRAWINGS, SPECIFICATIONS OR ANY OTHER DOCUMENTS TWE CONTRACTOR SHALL WITHIN IS DAYS AFTER RECIEVING SUCH DRAWINGS, SPECIFICAT90N5 OR DOCUMENTS --_—_- NOTIFY THE OWNER 4 ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR -----'--'—' - I I ii�i�:■�:■�:��:��i IIIII ! I I I �I I I it !I II� !I il:iliili■I:GI:il:il ! ! !�! � I; I I II : ::.I col ilr ► IIIII! i�l�l i I .... ,! : i SUN IIIII ■ ■ ■ ■ ■ ■ ■ ■ , ■ ■ ■ .. 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KIRSY SCALE '''WD DLS�O�U V G 114 MAIN STREET - ROUTE 6A DRAWN NURPHY WEST SARNSTASLE, MA 02668 V KEN MURPHY cv508 367�-0 l6MA OE669 FILE NAME, KIRBY A2 l , e� gD c 5N r -------------I r 3 m i I � � I R � m m A I P � � CA 8DX sg3N o � 3� A 0 �z I d i er � i I I t � I t I �------------J p2 0 J P w A m N — N — — N to - �0 �� 3 �� D=U�A�D ��mm 0 ZD p- �I-D��i=D p6 AfFS d�� 8 8 8 8 8 8 m ( n DU�pDTN�y =D Cr lz m m m m m m m m ado a m m m co DD SC i pili z -0 $Irei Fps= fFifFf = � g � p m dD �10 n Q$n Zss 8 Q 0 � Z „� - � 3 of � � . 2 b � pp211�,�'qq Ally {� di p 3 =1 3 D' AAuzZ� i f-0p Aro=DY U3r r �i Z it0-1 U U z p- y H - m k K K n: . r= a K K p - m r icdi rot$ �°n ` n=U£p<�£ m a o a �, a s ti N b a c ro tq 1qC a '� a a a a a g +z �0 1 p0.�rDy �ypro zpu iU� � x a x z g� F� rA = g �q Q 1 �9-r a * a W a a W w w W u w a g 0 D cm� v b b v .�i v d d 6� 1 !n b m b� � i �4r0 s cy DAd I IRA1 5 '0 D- c �4 �pr �i Rp are Fcb c) m — Zile $ z- Z °rig iD$,'� uZ3 $3� '°°� � c p yp m p mODj(ml 1�DO�npnprC t�p 0� =vC �0 Zl _vj �Y_ryro ag m11 z rn1 UD(r� Er �Z � �Z � �Z �Z � �Z $ �Z �Z �Z �Z Z IZ3� pdr r� 0 �p b D O r p=C mm m m m m m m m m m m m w A2rl�i $ plop EO`r£0 ap y m m m g p y m y m AI D pU70 m Z m m m m m m m m `rni m m m m m D F = i� z z z z z z z z z z z z z z n fietpy 1° 2D "U �Ulap m M-1 of mq m pal 1=U DATE oe/02m SHEET NUMBER, WILLIAM F. * ROBIN S. KIRBY SCALE AS M= DES rkMq 114 MAIN STREET — ROUTE 6A DRAWN WEST BARNSTABLE, MA 02668 ICEN MURPHY 43 V GHTHAM, NA 02669 FILE NAME, v (308)367-0216 KIRBY A3 \ S �`s.p U E `r f rn • WNSWUE- rN — -- - --AN. - ----- — - — -.� '"-1 - -- -- ' - — r. — ---- - 611 �N• tiOF . ev Co •_- __-. "_ _._ ._ ._ �.-_ - - �. — .. mainY'ain 'h UCIF SPACG►da/q I--- —+� _ LA 1`�� y � 4 X D T U) LN Aol m £ n f71 1 fi — — — - _ � rn z —1 m z G) D to o.. - . r ma• Ill lFr Are war. . T I ' G% Qan 7— m_g rb CAS ro ,!• .r 0A- RAI tD UJ CJ1 N N ;�, �, �, s • el CNCY £ 3 .1- -p R + N T rr f0 eb i'l - - - _. _ (n _P b _. . r � � ' ; i + ! e,xl5t9 (3a5(;Y'ne1n� OGCo• f(y Nlul 5�! I � � t + � � � ! I- � i 1 .jl�U j * 1 J r r 1 t ! j • , , �. _ y �?� •! � r , + � t i I. .� { T , i ! � I r t ; + j � r f j t I i - + I I ! 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