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Home My WebLink About0032 BAXTER ROAD �� /� ��.. ��- �� ° _ _ _ _ .�� , i, ak F • s ,4� �� Town of Barnstable Building s PWASost'This°Gard So That,it is 1/isible From.the Street•- �►aivscA'° here:aa"am aCRertifica#e� .f.:.�Oc.e�Yu«,panc is Re uired,rsuchBAuildromv edshPallal nNsoMt bues tOFbcecuRpeiteadin un#iol na JFoinbaal nIndstpheicst Cioanr"dhaMs ubsete?bne mKae dp.et <. , Permit W& y ."'� Q.:a s: � 5 ' g .., .,..�d... :Ge.- .4mY`via:. .« .:cx:;.Eaa:� e.J«.,. wa.a>�a�`.•aaa�..o Permit No. B-18-2545 Applicant Name: ROLAND B CATIGNANI Approvals Date Issued: 09/06/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 03/06/2019 Foundation: Commercial Map/Lot 310 121 OOE Zoning District: HG Sheathing: Location: 32 UNIT 5 BAXTER ROAD, HYANNIS za Contractor;Name ROLAND B CATIGNANI Framing: 1 Owner on Record: PAGE,CHRISTOPHER 1 s Contractor>License CS-005157 2 i a Address: 333 BARNSTABLE ROAD rt" x Est Pro get Cost: $9,875.00 1 Chimney: HYANNIS, MA 02601 ten•, �,Permrt Free: $189.86 x ,,F Insulation: Description: install new demising wall between unit 5&4 pemol,lsh existing Fee Paid $189.86 stair and platform-create new framed opening from unit6 and 5. Date 9/6/2018 Final: Project Review Req: Plumbing/Gas 5 Rough Plumbing: Building Official Final Plumbing: Rough Gas: P This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six�rrionthafter issuance. Final Gas: All work authorized by this permit shall conform to the approved applic�atioad thapproved construction documentsforwhich this permit has been granted. All construction,alterations and changes of use of any building and structur,,es shall be in compliance with the local zoning by laws aril codes. Electrical This permit shall be displayed in a location clearly visible from access street or Toad and shall be mamma ned open for public inspection for the entire duration of the work until the completion of the same. z Service: io The Certificate of Occupancy will not be issued until all applicable signatures -Se-Building and Fire O1 a p o edFon this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: 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. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: c TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TORN OcBARNSTABLE Map 3 101 Parcel—ig, Application Health Division 1 a,� I t1l� 13' Date Issued Conservation Division Application Fee Planning Dept. w Permit Fee Date Definitive Plan Approved by Planning Board U Historic - OKH _ Preservation/ Hyannis Project Street Address Village f ��C_ - r� Address 333 �PP46-L"1� PDA Owners �r�w: _�xTE Telephone :�500® 77(a '-47 Permit Request !Y LV'4'11k ag 7E,,45i6&1 6' 1141/1-4 Square feet: 1 st floor: existing Mproposed 2nd floor: existing ---proposed Total new Zoning District ' Flood Plain Groundwater Overlay Project Valuation Construction Type_ Lot Size (A),=0611 nit VWA Grandfathered: ❑Yes ;W No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure 30 Historic House: ❑Yes XNo On Old King's Highway: ❑Yes *No Basement Type: ❑ Full ❑.Crawl ❑Walkout ❑Other 50&16 _ Basement Finished Area (sq.ft.) � Basement Unfinished Area(sq.ft) �& Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: t� existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 1 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing 0 New Q Existing wood/coal stove: ❑Yes XNo 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 ❑ Commercial XYes ❑ No If yes, site plan review# Current Use dommAlualz I' Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �1LG5 Name P,04 5�Vy�► 146, VOUIXaP(A-0W WI Telephone Number 500 Address 110 6rA-MI9�QA�I�1 License# Caps Al"M, (gyp Home Improvement Contractor# Email Gal GVI�n,1 CoilV �V t CO t� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO-,,,--l-, ts10oA0Al SIGNATUR DATE 'i ZZ�� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE - l OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION s FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I Mckechnie, Robert From: Roy Catignani <rcatignani@conservgroup.com> Sent: Thursday, September 06, 2018 12:55 PM To: Mckechnie, Robert Cc: Brian Catignani; 'Dick Fairbanks'; David Vachon Subject: RE: application #TB-18-2545, 32 Baxter Road, Unit 5, Hyannis Hi Bob, The space will be operated by Orleans Auto Supply (the Tenant) as an expansion of their adjacent warehouse space for auto parts. The Owner of the real estate is also the owner of Orleans Auto Supply. Does this information suffice? AV President ConSery Group, Inc. Office 508-888-6555 Fax 508-888-6566 Cell 508-326-7873 www.conservgroup.com "We keep your cost down be ore your building goes up!" From: Mckechnie, Robert<Robert.McKechnie@town.barnstable.ma.us> Sent:Thursday, September 06, 201810:29 AM To: Roy Catignani<rcatignani@conservgroup.com> Subject: application#TB-18-2545, 32 Baxter Road, Unit 5, Hyannis Good Morning, The only piece of information missing from your appplication is what this space is going to be used for and by whom? Please email this information so that we can continue the review. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 E Town of Barnstable Regulatory Services A aaaMAM ' Richard V.5cali,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 Five Baxter,LLc- , as Owner of the subject property hereby authorize onsary Group,Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: 32 Baxter Road,Unit 4,Hyannis (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 perfor d and accepted. r igna a of Ow Signature of Applicant Z y� /�l�a' V ,AbR l (1A GalA0% .�i'Ro�ccA /�^r11�G�IL Print Name /�l'/�'�2 Print Name t ate The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leliibly Name(Business/Organization/Individual):ConSery Group, Inc. Address: 110 State Road, Suite 7 City/State/Zip:Sagamore Beach, MA 02562 Phone#:508-888-6555 Are you an employer?Check the appropriate box: Type of project(required): 1.Q I am a employer with 10 employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. O Remodeling any capacity.[No workers'comp.insurance required.] El Demolition 3.�I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. I 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Q Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.E:]Plumbing repairs or additions 5.r7 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.o Roof repairs These sub-contractors have employees and have workers'comp.insurance.T 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:National Fire Insurance Company of Hartford Policy#or Self-ins.Lic.#:6014222869 Expiration Date:7/1/2019 Job Site Address:32 Baxter Road, Unit 5 City/State/Zip:Hyannis, MA 02601 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do here b certify nde e p 'n and pen lties of perjury that the information provided abo a is uepa-nd correct Si nature. Date: r' Phone#:508-888-6555 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I AC�® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY)7/2M2o1s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lynn Blanchard FIAI/Cross Insurance PHONE (603)669-3218 F7 No:(603)645-4331 1100 Elm Street E-MAIL ADDRESS: enc com ADDRESS: g y INSURERS AFFORDING COVERAGE NAIC# Manchester NH 03101 INSURERA:Continental Casualty Company 20443 INSURED INSURER B: CONSERV GROUP, INC. INSURERC: 110 STATE ROAD INSURER D: SUITE 7 INSURER E: SAGAMORE BEACH MA 02562 INSURERF: COVERAGES CERTIFICATE NUMBER:18-19 WC only REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTRR TYPE OF INSURANCE ADDL SUBR POLICPOLICY NUMBER MM DY EFF MMLDDY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ OCCUR DAMAGES( RENTED CLAIMS-MADE PREMISES Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ M'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $POLICY PRO ❑JECT LOC PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION 6014222869 7/1/2018 7/1/2019 X I PER OH- ANY EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A States: MA & CT E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under All Officers included DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Confirmation of Coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE M Guarino/JSC ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 oowi i Commonwealth of Massachusetts Division of Professional Licensure Bo ar_d_o.LBuitding-Regulationsand-Standar.ds Constr,Wct?on1Stipervisor `� ft CS-005157 IEkpires: 05/23/2020 ROLAND B CATIGNANI. . 190 CONNERS°-0ROAD�j CENTERVILLE-MA 02637 , Commissioner Construction Supervisor Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. i! 1 • l t Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl Initial Construction Control Document = W To be submitted with the building permit application by a Registered Design Professional M �e� for work per the 9th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Orleans Auto Supply Warehouse Demising Wall Date: 08/02/18 Property Address3atBaxter Road,Hyannis MA 02601 Project: Check(X)one or both as applicable: _New construction X Existing Construction Project description:New approx. 22'x22' metal stud demising wall w/appropriate heat,and power distribution I Jason Herzog,RA, MA Registration Number: 951451 Expiration date: 8/31/18 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services,in accordance with the Professional Standard of Care and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable and as may be determined by the Building Official. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Do u ent'. O AqC �p�Sy�N H Let AlO�'��t+ No.951451 t Enter in the space to the right a"wet"or, c MARSHFIELD electronic signature and seal: MASS y Of Phone number: 508-654-0977 Email:jherzog@conservgroup.com T Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 r , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Ma Parcel l�. �ooN G p oIl �` �� Application Health Division REC'0 Date Issued 3—Z-"t 4 Pre Conservation Division ! `� <�i, iu' -J Application Fee Planning Dept.. �Pe' Fee �P�- 00 Date Definitive Plan Approved by Planning Board ` d /2, Qy U Historic OKH _ Preservation/ Hyannis Project Street 'Address L- 51X Tk7e_ Village Ownerf"A1)4. h .,S VT6d_,hM&q E PLC. Address 333 13i -KJSTA-6L d& WA!s[JJ1 S,rJA Telephone Permit Request i&M V46- S-40'K-''' 1T4j2q_S ,V- eA Square feet: 1 st floor: existing Aluproposed 2nd floor: existing �.Ik proposed/I Total new Zoning District Flood Plain Groundwater Overlay Wfl / Project Valuation 41060,crQ Construction Type V6 Lot Size C.6J--X D Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 2.$ Historic House: ❑Yes UKo On Old King's Highway: ❑Yes ErNO Basement Type: ❑ Full ❑ Crawl ❑Walkout Wither SCE O�GiGA Basement Finished Area (sq.ft.) t-J.A" Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing a new Number of Bedrooms: rJ.A_ existing _new Total Room Count (not including baths): existing _3 new First Floor Room Count Heat Type and Fuel: was ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes U* o Fireplaces: Existing New Existing wood/coal stove: ❑Yes G�No f4*Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ O-A-Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new . size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial La-Yes ❑ No If yes, site plan review# Current Use S Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name < L�� 1�L Telephone Number Address 1.1-D � . 11L� License # ds at :54-6 r'�o NIA" 15212_ Home Improvement Contractor# Email �Q�,d-rts'�,1�� S�'x- �+''b°' Worker's Compensation # a/5��%i� ALL CONSTRUCTI N DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE l , ' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE OWNER. ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. i Feb. 13, 2016 1 :26PM ORLEANS AUTO SUPPLY No. 5199 P. 2 Town of Barnstable Regulatory Services Rlchard'V.Scali,Director Building Division Thomas Ferry,CEO Building Commissioner 200 Main Street, Hyannis,MA 02601 wwwao wn.b a rnsta ble.m a,us Office: 508-862-4038 Fax: 5.09-790-6230 Property Owner Must . Complete and Sign This Section. If Using�A. Builder � �/� 01• %)X0,oW'k4 " ,LP(- 1, CdAAW Ownerof the subject property hereby.authoaaze. 0A.Sl dw, !A • to act on my behalf, in A.matters relative to work authorized by this building,nermit aoolication for: (Address of Job) Sj4tuxe of d)w;aer gate Print Name If property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side QAWPFl1M\l;0RMSlbuading permit foriwTIPRESS,doo Rzyiscd v4vzo -77m Commornveakh of-Massachusetts Depar'hnent e�•f rruiustrial Accidents - —_- -ce aAm.Wtigatfans. 600 Waslrurgtort Street :.:._ Boston:,MA 02HI wrvinmasss gov1dia Workers' Compensatian Insurance Affidavit:Builders/Cuntracturs/EIecfri;cians(Plumhers APPUcant Information Please Print.f eggiUy Nai e{SasiIIess,'DrganizationflndFv zlnal - G'i�✓�'a�C�/ '�iP� l Aa City/Sta& Er, �� i�Ilti-4 n Are you an employer:'Check the appropriate btxs: � Type of project(regnired)c I_Q I am a employer u7th /S '- ❑I am a general contractor and I full andtor part-time)-* leave hired.the sulr-contractors 6. [—]New consfrucfioz! 2.❑ IaemployeesP I- O&IMg I am a sole groprietaF or partner- Tested on.the aftarhed sheet ship and have no employees. These sub-contractors have g. ❑Demolition. w g for me in an C emTloyees and hate workers' nr1.� y capacity- g. �Building addition. [No v,arToens co .instuance comp_insurant�l - 1-0_ Elechical r or additions 5_ We are a corporation,and its ❑ eP�° re : �ed_ ❑ toratio F 3-❑ I am a hameoumer doing all work officers leave exercised their 11_❑Plumbingrepiirs or additions sf- o woskcers' right of exemption per MGL �` � �P'- 13-❑Roof repairs insurance required-]1 c.152,§1{4k and we have no employees_[No woAx& 13_❑other comp_insurance required-] 'clayWliczat that chech box Ruust also fill out the sechonbelowslwu ngthe¢wolkerecomperm6 apaliicyinformation- #Romemmem who submit c5is sKidn if indiraimg they are doing all Waal=4 then hire outsi8econtrsctors;wm submit a new affidavit indicate sacIi fCas ctos$ut check tIds boa must attached as sddidunal sheet showing flre name of the sub►-co arecbors and sta.e whe4her.or not those entitin have employees.Ifthe sub-contrectmmhave employees;they=Lsr pmvidetheir workers'comp.policy number_ I am are employer that is prn dirtg workers'congm-isidion hmirancafor ury employees ,Setoiv is Ae p Hqy and jobs site trcforrrcrrfr'an. l /� Insurance Company Name Alt Expiration Date: 'Lb r /� �p: d 26G�/�Job eta Address: - 3Z � lV�J City/State/ Attach a copy of the workers'compensationpolicy declaration page(shoving the policy number and expiration date). Failure to secure coverage as requireduuder Section 25A of MGL c LZ can lead in the imposition of criminal penalises of a fine up to$150D 00 andror one-year imgrisoament,as will as civil penalties in the form of a STOP WORK ORDER and s fine of up to$250-00 a day against the violator_ Be advised that a copy of this statement maybe foswnded to the Office of Investigations of the DIA for insurance coy era& ca#icn. Ida h as the ' r a �fllatdl[ ill rmt 6Wi proti&d abmv is true mid correct Phone ik O Edd use am y. Do wt write in this area,ter be completed by city artoam offierat City or Towa: Perm itUcense if Issuing A &Grity(drde one): L Board of Health 2.BuffTag Department 3.City1rown Clerk 4 Electrical Inspector 5.Plumbing Inspector b.Other C`antact Person: Phone it: orm ation and Instructions ' M�ccar-huse#fs Ge�,eaal Laws I52 requires aII emgloyras in provide wo�eas'corztpensation far their employees. sue,an�PIO3'Pe is defined "as _evmyperson.in tie service of another under any contract ofhfie, Pu�saaz�to this express or implied,or or " Air.errTIoya is defined as"an jaffiV±A paiinessb�,associaton,corp oration or other Iegal eafify,or any two or more of the foregoing e=mgaged m a Jomt ,and mchhdmg the legal represen'fatves of a deceased employer,or the recei4er or tract=of an iodividnal,partoersbip,association or oth cr Iegal entity,employing eD3PI°yees- However the owner of a.dwelling house having not more than three apartments and who resides therein,or the occapant of the - dvwelling house of another who employs pehsons to do rah tEn ce,comtuj5Eon or repair work on such dwelling house or on the grounds or building appurrtcaarrt ihrr cto shall not becanse of Bach employment be deemed to be an employer_" MGL chapter 152,§25C(6)also sues t ;;f- ,every spate or local Hceasirtg agency shall withhold tie issuance or renewal of a liceFzse or permit to operate a liusiuess or,�td"cons&uct badings in the com-Gnwealth for mug applicantwho has not produced acceptable evidence of compliance with the r ysv ce.coverage regIIired" Additionally,M(IL chapter I52,§25C(7 stairs Neither the 6o�nnwealt nor any of its political subdivisions shah enter mtn any contract fir theperFomiance ofpublic workm�acme aI?Ie evidence of compli�cewitii the insozance. requsemenfs of thisfcbapter have been preseniEci to the contractrag Please fi[I out tie workers' compensation affidavit completely,by eherkf*�a do boxes that apply to your situation and,if necessary,supply sob-contcactor(s)name(s), address(es)and phone nvmber(s) along wifttleir cerdficate(s) of n,su=c . Limited Liability Companies(LLC)orLimitEdLiabRity Partnerships.(LLP)withno employees other thantbe members or partners,are not requn-ed to cash'workers'compensation i suzance. IF an LT-C or LLP does have employees,a policy is requited. Be advised that this a$idayit may be submitted to the DepaL-onent of Industrial Accidents for confirmation of insurance cov(-,rage. Also be sure to sign and date the affidavit. The affidavit should be retrmmed to the city or town that the applicafion for the permit or license is being requested,not the,Department of Ldusfrial Accidents. Shouldyou have airy questions regarding the law or ifyou are regaaed to obtain a workers' compmsatonpoliey,please call the Department at the nnroberli,,t below. Self-insured companies should enter thew self-f„sura„c6license n=ber an t31e apPropnate Ire- City or Town Officials f . Please be sca e that the affidavit is complete andprmioci Iegribly_ The Departmenthas provided a space af.tb_e:bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the apPti� Pleas e n b e sure to fill in the pennitlliceuse umber which will be used as a reference-amber. In addition,an applicant that must sabmit'iaultiple pennifJliaense,applications M any given year,nee3 only submit one affidavit indicating cm=ent and under"lob Site Address"the applicanthouldwiit� all locations in (criy or policy inl�rmation Cif necessary) be rovided to the town)-"A copy of the affidavit that has been officially stamped or madced by the city,or tovrn mays p censer Anew affidavitmtZst be filled out each is on file for fofine. etmits or Ih ,,, . applicagt as prooftbat a valid affidavit P , year."Where"a home owner or citizen is obtammg a license or permit not related to.any:btrsmess of commercial veuihse (i-e. a dog license orpermit to bum leaves eta_)said person is N0T to complete this`affidavit The Office of Inves�igafiions would at to�k you in advance for your cooperation and should you have any questions, please do not hesitate to give us a caM i The Departrn erfs address,telephone and fax number T Cam tlr of Massa URE±fs ' D:e t nt c&hidrskiak Aid edits ' Caice @f kvedgat ao Gw.was m�_ i 4 LJ.�.IW�i:. W M'a.• 6 Bo 02111 Tc,-1.4 617- -49W'c�t 406 or 1-977-hAS F Fag 617-`27 7M Revised 4 24-D7 snas��g��a I A6► CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDMYY) 11/9/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS :ERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Lynn Blanchard, CIC,CISR NAME: Y FIAT/CrOSS Insurance PHONE (603)669-3218 n/c No: (603)645-4331 1100 Elm Street E-MAIL ADDRESS: agency.y'com INSURERS AFFORDING COVERAGE NAIL ft Manchester NH 03101 INSURER A.National Fire Ins Co of Hartford 20478 INSURED - INSURER 8 ConSery Group, Inc. INSURERC: 110 State Road, Suite 7 INSURER INSURER E Sagamore Beach MA 02562 INSURERF: COVERAGES CERTIFICATE NUMBER:15-16 WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TYPE OF INSURANCE ADDLISUBR POLICY PFF POLICY EXP LIMITS LTR I POLICY NUMBER MMIDD/YYYYI MMIDDIYYYYI. COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 1-1 OCCURDAMAGE TO RENTED 3 PREMISES(Ea occurrenczl ,MED EXP(Any one person) 3 PERSONAL 3.ADV"INJURY 3 GEN'L AGGREGATE LIMIT APPLIES PER: ( GENERAL.AGGREGATE I 3 POLICY 7 PE� LOC PRODUCTS-COMP!OP AGG 3 t OTHER: 3 AUTOMOBILE LIABILITY - CfEa aOtvIBINED ccident DINGLE LIMIT 3 ANY AUTO BODILY INJURY(Per person) 1.5 ALL OWNED SCHEDULED BODILY INJURY(Per accident) 3 AUTOS AUTOS NON-OWNED - PROPERTY OPERTYlDAMAGE 3 HIRED.AUTOS AUTOS 3 UMBRELLA LIAB I OCCUR EACH OCCURRENCE 3 EXCESS LIAB CLAIMS MADE AGGREGATE 3 DIED RETENTION 3 I 3 WORKERS COMPENSATION 6014222869 X STATUTE �RH AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE (3a.) MA S CT - I E.L.EACH ACCIDENT 3 500,000 OFFICERIMEMBER EXCLUDED? a NIA JJ A (Mandatory in NH) All officers included 7/1/2013 7/1/2016 E.L.DISEASE-EA EMPLOYEq 3 -500,000 If yes.describe under , DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 13 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable, MA THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN i 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE L Blanchard CIC ISR �� 2 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 onuri Tl I Massachusetts -Department of Public Safety Board of Building Regulafions and'Standards . Construction Supervisor License: CS-005157��/,� ROLANID B CATION-A 60 GEMINI DR 026 v W BARNSTABLE MA Expiration ��. 0512312016 Commissioner I�Borsecasaade Single 2 x 12 SPF #2 Floor Beam\FB01 BC CALC®3.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Thursday,August 30,2012 Build 617 File Name: BC CALC Project Job Name: ORLEANS-AUTO SUPPLY Description: CHECK EX CONT.2X12@12 JOISTS Address: 32-BAXTER RE) City,State,Zip:HYAN ,NIS MA Specifier: Designer: RICK DEMPSEY Customer: Company: THE DEMPSEY GROUP, INC. Code reports: NLGA Misc: CHECK EXISTING MEZZANINE LL CAPACITY 1 e � - : µ 10-03-00 LL836 Ibs LL 1,883 Ibs B2,3" DL 51 Ibs OL 191 Ibs LL 726 Ibs UP 77 Ibs DL 67 Ibs UP 1 Ibs Total Horizontal Product Length=22-03-00 Load Summary Live Dead Snow Wind Roof Live Trib. Tag Description Load Type Ref. Start End 100% 90%' 115% 160% 125% 1 STORAGE LOADS Unf.Lin.(plo L 00-00-00 22-03-00 137 10 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,934 ft-Ibs 83.8% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -2,299 ft-Ibs 99.7% 100% 1 1 -Right be verified by anyone who would rely on End Shear -613 Ibs 40.4% 100% 16 2-Right output as evidence of suitability for Cont. Shear 900 Ibs 59.3% 100% 1 2-Left particular application.Output here based Uplift 77 Ibs n/a 16 1 -Left on building code-accepted design Uplift- 1 Ibs n/a - properties and analysis methods. 1 Total Load Defl. U808(0.175") 29.7% 6 2-Right Installation engineered wood products muss be in be in accordance with Live Load Defl. U867(0.164") 41.5% 16 2 current Installation Guide and applicable Total Neg. Defl. U-2,185(-0.055") 11.0% 16 1 building codes.To obtain Installation Guide Max Defl. 0.175" 17.5% 16 2 or ask questions,please call Span/Depth 12.6 n/a 2 (800)232-0788 before installation. BC CALC®,BC FRAMERO,AJSTM %Allow %Allow. ALLJOISTO,BC RIM BOARD- BCI(8), Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM-,SIMPLE FRAMING BO Beam 3"x 1-1/2" 687 Ibs 35.9% 35.9% Spruce Pine FirSYSTEMO,VERSA-LAM®,VERSA-RIM B1 Beam 7"x 1-1/2" 2,073 Ibs 26.3% 46.5% Versa-Lam 2.0 DER A-STRANDO,VERSA-STUD6 are B2 Beam 3"x 1-1/2" 792 Ibs 41.4% 41.4% Spruce Pine Firtrademarks of Boise Cascade Wood Products L.L.C. Cautions Uplift of 77 Ibs found at span 1 -Left. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products,including but not limited to notching,connections, installatton,and engineer/architect certfication is the I �. responsibility of the project's design professional of record. "n X= W Page 1 of 1 (1►]9olseCascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Floor BeamtF1302 BCCYCALCO 3.0 Design Report-US 2 spans I.No cantilevers 1 0/12 slope Thursday,August 30,2012 Build 517 File Name: BC CALC Project Job Name: ORLEANS AUTO SUPPLY Description:CHECK CONT. (4) 11 7/8 LVL Address: 32 BAXTER RD Specifier: City,State,Zip:HYANNIS,MA Designer. RICK DEMPSEY Customer: Company:. THE DEMPSEY GROUP, INC. Code reports: ESR-1040 Misc: CHECK EXISTING MEZZANINE LL CAPACITY 22 OEM I 13-00.00 I 07-07-00 1 BO 7 1/2" B1,7-1/2" B2,7-1/2" LL 10,898 lbs LL 24,439 lbs LL 7,073 lbs DL 1,203 lbs DL 2,783 lbs DL 428 lbs UP 2,887 Ibs Total Horizontal Product Length=20-07-00 Live Dead Snow Wind Roof Live Trlb. Load Summary Tag Description Load Type Ref. Start End 100"% 90% 115% 160% 125% 1 REAC 2X12 @ B1 Unf. Lin.(plf) L 00-00-00 20-07-00 1,883 191 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 28,430 ft-lbs 66.8% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -30,586 ft-lbs 71.9% 100% 1 1 -Right be verified by anyone who would rely on End Shear 8,714 lbs 55.2% 100% 14 1 -Left output as evidence of suitability for Cont.Shear 12,771 lbs 80.9% 100% 1 1 -Right particular application.Output here bases; Uplift 2,887 lbs n/a 14 2-Right on building code-accepted design Total Load Defl. U420 0.355" 57.1% - t4 1 properties and analysis methods. Installation of BOISE engineered wood Live Load Defl. U463(0.322") 77.8% 14 1 products must be in accordance with Total Neg. Defl. U-1,239(-0.068") 19.4% 14 2 current Installation Guide and applicable Max Defl. 0.355" 35.5% 14 . 1. building codes.To obtain Installation Guide Span/Depth 12.6 n/a 1, or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMER®,AJST1A, . Bearing Supports Dim.(L x WI Value Support Member Material ALLJOISTO,BC RIM BOARD-,BCI®, BO Post 7-1/2"x 7" 12,100 lbs 0.2% 30.7% Steel BOISE GLULAM-,SIMPLE FRAMING B1 Post 7-1/2"x 7" 27,222 lbs 0.5% 69.1% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Post 7-1/2"x 7" 7,501 lbs 0.1% 19.1% Steel PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®'are trademarks of Boise Cascade Wood Cautions Products L.L.C: Uplift of 2,887 lbs found at span 2-Right. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Q7 Design meets arbitrary(1")Maximum load deflection criteria. � �,, •�„ Fastener Manufacturer: Simpson Strong-Tie, Inc. E a �.: C) Ca- ry" Page 1 of 2 BoiseCascade Quadruple 1-3/4" x 11-7/8+" VERSA-LAW 2.0 3100 SP Floor BeamT1302 BBCTTC CALCO 3.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Thursday,August 30,2012 Build 517 File Name: BC CALC Project Job Name: ORLEANS AUTO SUPPLY Description:CHECK CONT. (4) 11 7/8 LVL Address: 32 BAXTER RD Specifier: City State,Zip:HYANNIS, MA Designer. RICK DEMPSEY Customer: Company: THE DEMPSEY GROUP, INC. Code reports: ESR-1040 Misc: CHECK EXISTING MEZZANINE LL CAPACITY Connection Diagram Disclosure b �-.- �—d Completeness and accuracy of Input must be verified by anyone who would rely on. a I I output as evidence of suitability for . —• r• • particular application.Output here based on building code-accepted design • properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=1-1/2%=8-7/8" b minimum=4" d=24" (800)232-0788 before installation_ e minimum=T' BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD- BC10, Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from BOISE GLULAM-,SIMPLE FRAMING each side. SYSTEM®,VERSA-LAM®,VERSA-RIM Install screws from both sides, staggering screws by of the spacing to avoid splitting. PLUSO,VERSA-RIM®, Member has no side loads. VERSA-STRANDO,VERSA-STUD®are trademarks of Boise Cascade Wood Connectors are: SDW22634 Products L.L.C. M5 Boise Cascade Double 2 x 10 SPF#2 Floor BeamIF1303 BBCCCALC®3.0 Design Report-US 3 spans I No cantilevers i 0/12 slope Thursday,August 30,2012 Build 517 File Name: BC CALC Project Job Name: ORLEANS AUTO SUPPLY Description:CHECK EX(2)2X10 EDGE SM Address: 32 BAXTER RD Specifier: City, State, Zip:HYANNIS, MA Designer: RICK DEMPSEY Customer: Company: THE DEMPSEY GROUP, INC. Code reports: NLGA Misc: CHECK EXISTING MEZZANINE LL CAPACITY R R i £ ?� z:. �y �,�x�s� ?�� f�� 'S a" _ •� a��:.�'3 �' a-R�'�'�. � �s N•� ��;� " �.� � 4 E:. �,�� , z 4 a�; _- J'.?" §'S� ti -'i -?H - "& ,E`F�:: 3.d�f � .•C��#' ... t 'i ,L' 4 '�i�)i- Y+ 130,5-1l2" 83,2-3/4" LL 2,6241bs LL 6,335 Ibs LL 6,4431bs LL 2,513 lbs DL 235 lbs DL 587 Ibs DL 602 Ibs DL 226►bs UP 60 lbs UP 54 lbs Total Horizontal Product Length=22-06-00 i,rrrRRe�nrrw Live Dead Snow Wind Roof live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%R 1 REAC 2X12 @ B2 Unf. Lin.(plo L 00-00-00 22-06-00 726 67 n/a Controls Summary Value %Allowable. Duration Case Span Disclosure Pos. Moment 4247 ft-lbs 123.8% 100% 14 3-internal Completeness and accuracy of input must Neg, Moment 5,039 ft-lbs 146.8% 100% 20 2-Right be verified by anyone who would rely on End Shear -1,940 lbs 77.7% 100% 14 3-Right output as evidence of suitability for Cont.Shear 2,819 lbs 112:9% 100% 20 3-Left particular application.Output here based Uplift 60 lbs n/a 16 1 -Left on building code-accepted design properties and analysis methods. Uplift 54 lbs n/a 16 21-Right Installation of BOISE engineered wood Total Load Defl. U637(0.138") 37.7% 14 3 products must be in accordance with Live Load Defl. U681 (0.129") 52.9% 14 3 current Installation Guide and applicable Total Neg. Defl. U-1,130(408") 21.2% 14 2 building codes.To obtain Installation Guide Max Defl. 0.138" 13.8% 14 3 or ask questions,please call Span/Depth 9.2 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, %Allow %Allow ALLJOIST(b,BC RIM BOARD- SCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM-,SIMPLE FRAMING B0 Post 5-112"x 3" 2,859 lbs 23.9% 40.8% Spruce Pine FirSYSTEM®,VERSA-LAM®,VERSA-RIM B1 Post 5-1/2"x 3" 6,922 lbs 67.9/0 98.7 Spruce Pine Fir PLUS�,VERSA-RIM&, 0 o/o 62 Post S 1±2"x 3" 7.045 lbs 5$.9°fa 100.5°!4 S race Pin FirVERSA-STRAND®,.VERSA-STUDO are r p trademarks of Boise Cascade Wood B3 Post 2-3/4"x 3" 2,739 lbs 45.8% 78.1% Spruce Pine FirProducts L.L.C. ;4 J C-a C�l Cautions -� Member has insufficient Pos.Moment resistance to carry loads. ' { Member has insufficient Neg. Moment resistance to carry loads- " g _' Member has insufficient Cont. Shear resistance to carry loads. w Uplift of.60 lbs found at span 1 -Left. '- Uplift of 54 lbs found at span 3-Right. Bearing length at bearing B2 should be at least 5-9/16". Notes c Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum*(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The analysis of solid sawn wood members is in accordance with the NDS arid is limited to the output shown above. Ail other support and design for these products, including but not limited to notching,connections,installation,and engineer/architect certification is the responsibility of the projects design professional of record. Page 1 of 1 �BolseCas°ade Triple 2 x 10 SPF #2 Floor Beam1F1303 BC CALCO 3.0 Design Report-US 3 spans l No cantilevers 1 0/12 slope Thursday,August 30,2012 Build 517 File Name: BC CALC Project Job Name: ORLEANS AUTO SUPPLY Description:CHECK REV(3)2X10 EDGE BM Address: 32 BAXTER RD Specifier: City, State,Zip:HYANNIS,MA Designer: RICK DEMPSEY Customer: Company: THE DEMPSEY GROUP, INC. Code reports: NLGA Misc: CHECK EXISTING MEZZANINE LL CAPACITY so 07-06-00 07-06-00 11 07-06-00 :BO,5-1/2" B1,5-1/2" B2,5-1/2" B3,2-3/4" LL 2,624 Ibs LL 6,335 Ibs LL 6,443 Ibs LL 2,513 lbs DL 246 Ibs DL 612 Ibs DL 629 Ibs DL 235 Ibs UP 49 Ibs UP 44 Ibs Total Horizontal Product Length=22-06-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 1 REAC 2X12 @ B2 Unf. Lin.(plo L 00-00-00 22-06-00 726 67 Na Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,260 ft-Ibs 82.8% 100% 14 3-internal Completeness and accuracy of input must Neg. Moment -5,056 ft-Ibs 98.2% 100% 20 2-Right be verified by anyone who would rely on End Shear -1,946 Ibs 52.0% 100% 14 3-Right output as evidence of suitability for Cont.Shear 2,830 Ibs 75.5% 100% 20 3-Left particular application.Output here based Uplift 49 Ibs n/a 16 1 -Left on building code-accepted design properties and analysis methods. Uplift 44 Ibs n/a 16 3-Right Installation of BOISE engineered wood Total Load Defl. U953(0.092") 25.2% 14 3 products must be in accordance with Live Load Defl. U1,021 (0.086") 35.3% 14 3 current Installation Guide and applicable Total Neg. Defl. U--1,696(-0.053") 14.1% 14 2 building codes.To obtain Installation Guide Max Defl. 0.092" 9.2% 14 3 or ask questions,please call Span/Depth 9.2 n/a 1 (800)232-0788 before installation. BC CALCO,BC FRAMERID,AJS-, %Allow %Allow ALLJOISTO,BC RIM BOARD-,BCIS, .- Bearing Supports Dim.(L x W) Value Support 'Member Material BOISE GLULAM- SIMPLE FRAMING BO Post 5-1/2"x 3-1/2" 2,870 Ibs 20.6°/0 35.1% S ruce Pine FirSYSTEM�,VERSA-LAMS,VERSAJlM B1 Post 5-1/2"x 3-1/2" 6,948 Ibs 49.8% 84.9% Spruce Pine FirPLUS®,VERSA-RIM®, „ o o p VERSA-ST A' N,,D®,VERSA,,:aSTl1D&re B2 Post 5-1/2 x 3-112 7,071 Ibs 50.7/0 86.4/o Spruce Pine Firtrademarkg of Boise Cascade Woodto 63 Post 2-3/4"x 3-1/2" 2,749 Ibs 39.4% 67.2% Spruce Pine FirProducis LmL C, N 1 Cautions - Member is not fully supported at post BO. A connector is required at this bearing. , Member is not fully supported at post B1. A connector is required at this bearing. ) Member is not fully supported at post B2. A connector is required at this bearing. Member is not fully supported at post B3. A connector is required at this bearing. . Notes r Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. . Design meets arbitrary(1")Maximum load deflection criteria. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products,including but not limited to notching,connections,installation,,and engineerfarchitect certification is the , responsibility of the project's design professional of record. Page 1 of 1 .s .ems. 's�./ K✓ t s „ ta`adri,.,�' -:6 >,i ._ <.F.z..t.. ¢ ,,€ ,z. i ,g. IM IT, e t ' r ° t • • t i �� '� ................. ............_._.............. ...... .... r�s Additional standoff bases are on page 199 Washer The AS is an adjustable post base which offers moisture Supplied washer protection and finished hardware appearance. / Supplied er f These post bases feature 1'standoff height above concrete sped floors,code-required when supporting permanent structures that are exposed to the weather or water splash,or in basements. They reduce the potential for decay at post and column ends. MATERIAL:AB-12 gauge plates;16 gauge base cover, all others—see table FINISH:Galvanized.Some products available in ZMAX4`'coating see Corrosion Information,page 1819. INSTALLATION:•Use all specified fasteners.See General Notes. h •Post bases do not provide adequate resistance to prevent ABU44 A6E44 AB members from rotating about the base and therefore are (other sizes similar) ABE46,46R,66 and 66R not recommended for non top-supported installations supplied with washer. Ro (such as fences or unbraced carports). washer •AB supplied as shown;position the post,secure the easy 2 LoaaTranster Requretl- y access nut over the supplied washer,place the standoff base, Plates Supplied Not Supplied then bend up the fourth side and nail all sides. ; • x `- r ASA44 •AS,ABA,ABE and ABU—for pre-pour installed anchors. o ® ` •, (other sizes For epoxy or mechanical anchors,select and install MI( q o ° ilk N similar) according to anchor manufacturer's recommendations; anchor diameter shown in table. •Products require washers between the nut and the base. Washers are supplied with all products except ABA's which require a standard cut washer, ABU88 CODES See page 20 for Code Reference Key Chart �UBgR� chor ; A These products are available with additional corrosion protection: Additional products on this page may also be available vlith this option,check with Simpson Strong-re for details. bimensfans Allowable { + Model Anchor Code Anchor B No Fasteners Download Olt =: W. L H Dia• (iD0) Ref, i per Designer ;. . AB44 Vs I 3%6 2'/° /h 8-10d 4065 .AB44R 4 4% 2%6 'A8.10d _ 4065 ° 1`Min _ A846 3V,e 53e 3 h 810d 4165 13 Nail Entl L18, r Distance AB46R :4 ti 2"h6 'h 8-10d 4165 F1 or Uplift AB66 5%6 1 SIM 3 h I 8-1 Old 5335 eiistance a e A866R ti 6 2' s h 810d 5335 1.Loads may not be increased for short-term loading. Typical ABE46R Installation These products are approved for installation with the Stroltg- 6 SD Structural T for Rough Lumber Connector screw.See page 30 for the correct sub 'otlon and SO screw size. ypfcO AS Installation (ABE Similar) r: Material Dimensions I Fasteners Allowable Loads'QF/SP - a` Model Nominal i Post U lilt 16a ,,� S No. Past Base Strap L H HBe I Anchor Machine flown s: ize (Ga) (Ga) Dia. Nails Bolts Dia. Nods Bolts (lab}; Qt. I ABA44 4x4 16 16 3% 3'/e 1 3,/16 - 1/26.10d — — 555 — 6060+N 13,F1'-• t;� ABE44 4x4 1 i6 1 16 3% 3'/2 23/ — h 610d — 520 - ' — 6665 � 13,L2-F1- -<7 ABU44 4x4 16 ` 12 3"hs 3 5% 1Y �6 12-16d 2 h 2200 2160 6665 f 13,LZIN ` ABA44R. RGH 4 16 1 16 4%e M 2%, — 'h 6-10d — 555 13 F1, ► 1 ( A8E4411RZ B&I 4x4 16 16 4 3'h 2E/,e — �2 610d — — 400 — .;:6665 170-,let 7 ABE46 4x6 12 16 3s/s 5I4 4ls — % 816d — 5 13 F,1 f s s /a — 8.16d — — 700 — 9435 r 13,P ABU4 46 12 1 12 j 3% 5 7 2% Va 12-16d , 2 %2 2300 2300 103V 13.L?.:;F1 e R ABA46R RGH 46 14 , 14 4 is J Re 2A — % 8-16d ; — — 700,:' 12008',` 13 F1 ABA66Z 6x6 14. 14 5'h 51 3'/e — % 8-16d — — 720 — 10665 ABE66 6x6 ' 12 14 5'h 5A, 3'/s — s/s 8-16d — — 900 — 1200.0 13.F1 ABU66 6x6 12 10 5'/2 5 6'he 14 % 12-16d 2 h 2300 2300 12000 13,L2,F1 ABA66R RGH 6x6 1 14 14 .6 5!s 2% — S 8-16d — — 720° — •12665` 13,F1 ABE66RL -RGH6x6 12 14 6%s 5'hs 2% — %s 816d — — 900' : 12000', 170 ABU88" 8x8 14 12 7'h 7 7 — 2-% 18.16d — — 2320 - 24335 13,F1 I ABU88R' RGH 8x8 14 1 12 8 7 7 — 2-% 18-16d -� I — 1 2320 -- 24335 170 1.Uplift loads have been increased for wind or earthquake with no 5.For AB bases,higher download can be achieved by solidly packing grout under 1'standoff plate further increase allowed;reduce where other loads govern. before installation.Base download on column,grout,or concrete according to the code. 2:Downloads may not be increased for short-term loading. 6.HB dimension is the distance from the bottom of the post up to the first bolt hole. s 3.Specifier to design concrete for shear capacity. 7.Structural composite lumber columns have sides that show either the wide face or the edges of 4.ABU products maybe installed with either bolts OR.nails(not both) the lumber strandsNeneers.For SCL columns,the fasteners for these products should always' to achieve table loads.ABU88 and ASU88R may be installed with be installed in the wide face 3 5DS t'x3`wood screws 7soldsepsratelij forthe same table load. 8.NAILS:16d=0.f62'dia.x 3,Y long,IOd=0.14o did x 3 long. I See page 24-25 for other nail sins and information. 59 I — sso rrr N r ' Simpson Strong-Tie offers a wide range of bolted holdowns offering low- ' deflection performance for a range of load requirements:All of these holdowns AvailableMUNI v, have been tested in accordance with ICC-ES's AC 155 acceptance criteria and are April 2011 approved for use in vertical and horizontal applications. Tire NEW HD38 is light-duty hcldcwrf designed to: use in shes r vz lis arc ,Q braced-v,radl panels,as we'll as other lateral apply afiti 1 t � e The NEW HD56 HD B and PID913 brl!.d hr 4'ow is incrpoiate llte proven ~�, so 4i design of Cilr f'308 SJS t}tz ti ldown r d tb'1Jre a it 1i{ e x eat 7 i0rf'ill"i1Cft ' Se I greatly n ind^.;ze5 defection under Md HD8 holduvisn.s are sell;'gyd•la"P,9surl,.rg gg 3 r 1 N CAthat Ilte code required rn'.ni,;Lim of sev belf dia;"Held&,P-o [he end of the past 1 & c ds r:1et,They can be installed;h>:Cliv on the sill pliate or r se'd above it and are r19, H ° O Suitable for baCk•to-bark app:irations where.eccentnC tv is a co i eln,90,13s cud IS desigue:d to provide lra;ds fo,iatcrmediate-load-rar ge et varfialls,ti a:;e,d vall � r r panels and.`o,e,al applications at:d wil be available April 1 2011, HO holdowns offer the highest allowable loads,providing high capacity for f t♦B � � y �•n ilil, both vertical and horizontal applications.The H012 and HD19 are self jigging, ensuring that the code-required minimum of seven bolt diameters from the end of ' the post is met.They can be installed back-to-back when eccentricity is an issue. SO HO3 ` MATERIAL:See table s0 FINISH:H03B/HD5B/HD76/HD98—Galvanized; 4 HD—Simpson Strong-TdeO gray paint minimum INSTALLATION:•-Use all specified fasteners.See General Notes. Hi158 HD19 me odor •Bolt holes shall be a minimum of/az"to a maximum of/io' (HI),6 and (H012 mice ess i similar) : larger than the bolt diameter(per NDS,section 11.1.2). H109B s;r>ifaq Washers must i •Stud bolts should be snugly tightened with standard cut x installed washers between the wood and Hui(Psare required in -- -- - - -"-" --,- between bollnuts and wood the City and County of Los Angeles). For holdowns;per ASTM test standards, •The Designer must,-specify anchor bolt type,length,and anchor bolt nut should be finger-tight plus'/a to see embedment.See 58 and SSTB Anchor bolts(pages 36-4 '/:turn with a hand wrench,with consideration a « foonote 9 To tie multiple 2x members together,the Designer mu given to possible future wood shrinkage. 1 v. determine the fasteners.required to join members with ut Care should betaken to not over-torque the nut. splitting the wood. Impact wrenches should not be used. CODES:See page 20 for Code Reference Key Chart. __�_._�_.__.�._._...._..,..,-,.._-___�.___._._,_... StandoKprovides ��rr-/��9p minimum end These products are available with additional corrosion prof ction.Additions!products on 14• distance to end of this page may also be available with this option,check wit Simpson Strong-Tie for details. �1C P. post from pose bolt E' Vertical HDiH Material Dimensions(in) Fasteners Minimum AllowableTension Deflection �i0uc� Base BodyWood al Highest Code Installation No. f Ga HB4 SB W Anchor Studs Member Loads(160) g e Ref. c D,13 z �87Fff" Load 1A 1895 1610 0.156 r 2_ " 2 i '2525 2145 0,169 1� N HD3B 12 4'/ 2 2 �.: 'e 1 fir. 3 3130 3D5D 0,120 "W. 3130 305D 0,120 2'r€ 3750 .xPfc, HD58 gym 1D 5'Ia Li`s 9 e 2 1. 2 c, 3785 . 0.156 3h 35 4195 0:1.50 . Hangar > 160 not shovm'3 3, 6645 5650.. 0.142 - " 3 H078 10 5,4, 3 z- 2% 2 1, 317 73t0 6215 0.15a tlartzonf'i t1D8lnstatltlon 4:%z 7345 '4 1` Vian lit i� i 3 fi2 5 0.a5 e 1 t, a re 3Ya 97 (3 6580 0.159 HDc"r6 e 7 61A 3:X,, 2�2:1 14 1 �1e 3 yz 4 r- E 8435 0178 " $430 0.173vmd m lfa 100€i5 8530 0.179 Utitls25s ,�:- i 3'h 11350 9215 0.171 ter" 1 4-1 4'h 12665 10765 0:171 be�ziW ® HD38 5'/zx5''h 1422 ea d0 Vertical HD12.9 -/a 3 7 4 3'/z Mir; 34t 2'/s' 3'/z M 11775 9215 0.171 Installation r l Ya 4-1 4%z 13335 11055 0,177 IP3, a 7'/4 15435 13120 0.194 F28, 5'/zxSYs 1551D 12690 0.162 U1 • ".` — 1�/0 5 1 .7)/4 16735 - 14225 0.191 5'hx5'/z 16775r! 12690 0.200 ' HD19' ilia 13 7_ 4 3'% 24'/z d i 2'/a 7Ya 1936pfr: 15270 0.180 ' 1Y4 5-1 1.Allowable loads have been increased for wind or earthquake with no 5.Deflection at Highest Allowable Tension Load includes fastener slip - further increase allowed:reduce where other loads govern holdown deformation,and anchor bon elongation for holdowns installed up to F above 2 Post design by Specifier.TabuLated<oaOs aie basal on f 3f mile;Amber top of concrete.lloldcwns m2y be,installed raisee.up to f 8'above top of concrete vAh m:nImum,uliess notes otd`Ei:•1se-Post me>,consist of mulup't members no load mtuction plovideu that additional eli�n"ation of th d f10 rDS1 i aGCDiint�d far. rovitled they are connected rode endfnVyr of the holdown fasleriers. 6.;o ar:hieve published loads,machine'bolts shah be i sialled "ith,tie nul on the opposite See',pages 2'tj•2t1 tot don;^r:;n^osl allowafle loacs. side of t'e holdown.I revc,�,ed,the Dea:pfaEi shall the.r i;rvablc`ii;atis Shown r,„r 3.Structural composite lumber columns have sides that show either the D5 iequ rem- ems laic i boh t,i:ads are in t`u.shear pini.e_ wide face or the edges of the lumber strands/veneers.Values in the tables. 7.Lag bolts will not develop the listed loads. reflect Installation into the wide fade.See technical bulletin T-SCLCOLUMN 8.Tabulated values may be doubled when the HD holdown is installed on opposite sides of the for values on the narrow face(edge)(see page 215 for devils). wood member.The Designer must evaluate the capacih,of the wood member and the anchorage. I ri~' f = •• 9.Standard cut washer is required under anchor nut for HD12 and HD19 with 1`and e i 54 d dislan`e HS:v hell irsialle, lus .f„`,the s lil r:a"c- 1IN anchors respectively. K tGi9pS $2SB8°�;e"` s3....,..>`� , 0 `" �g .,. �i 5� �. MeilM s a c'� s roe. it --mob K. • • •r •/ 4Ti r)r1.. .. 1 The BCS allows for the connection of 2.2x's to a 4x post or 3-2x's to a 6x post. e j Double shear 'ling between beam and post gives added strength!The BC series offers �t�� Pilotholssto �llracm,lnapurposes I dual"purpose po aprbase for light cap or base connections. too osIS baits)(TYp.) MATERIAL:18 gau FINISH:Galvanized.Some pproducts available in ZMAX0 yt, �r Pirotuoiasfor rc coating;see o QQstun Information,page 18-19. ?�r nklnufectunnp INSTALLATION: Use specified fasteners.See General Notes. 4 00 o�x,,tap •Do not install bolts f pilot holes. I' ,': � "G. t�ftsyl yp.) ID' Q •BCS:install dome nails beam;drive nails at an angle through the beam into the post be to achieve the table loads aaro BCB •BC:install with 16d common r 16tlx2'/°joist hanger nails. !� n�P9�S Cap/ •Post bases do not provide adeq to resistance to prevent members N. •` t Base from rotating about the base and refore are not recommended for non00 top supported installations(such as es or unbtaced carports). ;j,/�` � BC4 Cap/Base •To tie multiple 2x members together,the signer must determine the fasteners i wz `� (BC6 similar) y required to join members to act as one un ithout splitting the wood. ✓Fanpes "�; CODES:See page 20 for Code Reference Key Chart. / Pilot noicsfor manufactu rig pu poses ro a4 These products are available arith additional corrosion prote n.Additional products Or (Do not install bolts) p Base r(TYp 1 t this page may also be available with this option;check NBth Simpson Strong-lie ford tails. Bottom fir: �+ FF These products are approved for installation with the Strong-Drive Structura } Connector screw See page 30 for the correct substitution and SD sere Dimensions lowable Loads 'x • F Model Fasteners (160' J No. ) Code i Post nanpes w1 W2 L1 L2 H1 H2 Beam PyyS Base Ref. ' Flan e'Pfan a Boftom Uplift 'clot 9 0 I . BC6D Halt Base BCS2-2/4 CAP (Other similar) U.S.Patent 5,603,580 2h 3 3 -16d 6.16d - 980 1000 1,Allowable loads have been increased j BC4 3",',e 3i;c 2%BC46 3iio 5'F 4%s 2 "3'/ 2' 12-16tl 6-16d. - 980 1000 for wind or earthquake with no tateral BC4R 4 4 4 4 3 3 12-16d 12-16d - 980 1000 further increase allowed;reduce 3'/a 12-16tl 12-16d - 1050 20D0 1i2 ere other loads govern. s L,3 2.St tural composite lumber BC6R 6 6 6 3 3 12-16d 1216d - 1050 2000 co lum have sides that show 3 4 12-16d 12-16d - 1800 2000 F11 either the 'de face or the edges 1i BCS2 2/4 3/s 3�ts' '/e 2la 2ri o 2'3 a 810tl 6 tOd - 780 1025 of the turn rands/veneers. BCS2 3/6 .Q�s r,,e 4�e 21s 31 s 2te/6 12-i6d 616d S00 1495- Values in the to es reflect installation BASES - into the wide face. technical BC40 bulletin T-SCLCOLUM r values r ` P"s - 3Y - 2Y4 - 616d 4-16d 510 735 on the narrow face(edge) a page BG40 4 ' - 4 - 3 215 for details). F � 16-16d 4-16d 510 735T� B 0 5'h - 33'a - 3 - - 6 i6tl 4-1fid 550 735 3.Base allowable loads assumes n I G60 5' - 516 - 3 - - have full penetration into supportin 6 i6d 4'fid 450 735 170 member.Loads do not apply to end Typical BCS (- BC60R 6 6 - 3 - 6 i6d 4 i6d 450 735 grain post installations. Installation ' £ BC80 7 - Th - -4 - I 6 i6tl 416d 450 735 4.NAILS:16d=0.162'dia.x 3'�'long, L , BC80R 8 "- 8 . 4 - - 6 i6d 4 i6d 450 735 10d=0.148"dia.x 3'long.See page ' 24.25 for other nail sizes and Information. r r 1 r r Lally column caps and steel column caps provide adequate bearing length for larger girder reactions. MATERIAL:LCC-12 gauge;CCOS-7 gauge FINISH:LCC-Simpson Strong-TieO gray paint;CCOS-G90 Galvanized INSTALLATION:•Use all specified fasteners.See General Notes. •LCC-Ft the tally column cap over the!ally column and attach to the girder. w •CCOS-Attach steel column cap to column end plate with(4)Simpson Strong-Tie Ouik Drive°XQl 12a1224 -self-tapping screws(provided)and'attach to girder, Install vAti, .5`hax driver,,S=4,ME`F-CCOS for addil,'nal ? CCOS app"!eations. CODES:See page 20 for Code Reference Key Chart. d 1 Lally Allowable Loads �• Modal YU Girder Nails' Column ,,za:a s Code - No• Outside Download Uplift F1 Ref. I Diameter DF/SP/SPF LVL/PSULSL (160) (160) Refer to , LCC41.5 3.5 4% Tri le 2x10112 I 8 i6d _ 3'rz 15820 1615 Note 5 GCOS3.12 3!is I Double 2x10l12 1010d l LCC3.5 3.5 3y, 3.5 LVUPSULSL T1 d 3'/r i0200 1020 2200 Typical LCC5.25 3.5 Installation LCC3.5-4 3s/a 3.5 LVL/PSULSL 816tl 4 15820 I 1615 h connecting a 3-ply LVL and a ° 20670 1 - 1615 3'/z"diametet(O.D.)steel column CCOS3.62 3% 3.5 LVL/PSULSL 10-10d - LCC4.5-4 1 4% Tri le 2x10/12 8•i6d 4 20670 16665 1020 2200 CC054.62 Qs/ Tri le 2x10f12 1010d - 15300 i615 - 1020. 2200 l • LCC5.25-3.5 5Ye 15.25 LVUPSULSL 8-16d 3'/z 15820 1615 i70 LCC5.25 4 5% 5.25 LVL/PSULSL 8-i6tl 4 - 20670 = ( 1615 CCOS5.50 5fi 5.25 LVL/PSL/LSL .1010d - F : LCC6-3.5 6,A I Quatl 2x10112 8.16d 3'! 15820 I 22100 1020 .1 1615 t LCC6 4 6;1 i Quad 2x10/12 816d 1 4 20670 1615 S6f� 1615 1f , LCC7-3.5 7/s 7 LVLlPSL/LSL 616d 3'/z -. ! 15820 - 1615 t LCC7-4 7 LVUPSULSL 8.16d 4 = �ti ' � 5CCOS725 T/ i 7 LVUPSULSL 10d - �`-`-`' 27525 1001.Loads may no reased for short-term loading. column with en Ys r nd tpe. ` 2.bAllowablengo loads are determined using the lowest of the 6.The CCOS must be attached to the column ca,,pialP with(4)oufk bearing toads using Fc-perp equal to 425 psi for SPF, Drive X0112SI224 self-tapping screws through the end plate and } C 625 psi for DF and 700 psi for LVL/PSULSL into the bottom of the CC0 ,flax cc-wmn,roe L,a s lt;irkn- Stet 3.Loads are for a continuous beam, All c,c=14< 4.Spliced conditions for the LCC.must be detailed by the 7 CCOS minimum columns lumn diaed to bemeter is-3'.by a qualified Designer. Designer tatransfer tension loads between spliced members 8.CCOS caps can resist out-of-plane(F2)forces up to 2200 lbs. y means other than the tally column.The splice condition provided the beam is braced to res;St torsional rotation. .Typical CCOS5.50 Installation 64 load is 6750 Ibs per beam side for LCC rnust be evenly loaded. 9.NAILS:16d_0.162'dia.x 3'/x"long,10d=0.148'dia.x 3'long, connecting a 3-ply LVL s .To achieve lateral Toads,the LCC pipe must be welded to the shr See page 24-25 for other nail sizes and information, and a steel column 6��E T11 product Is preferable to similar connectors because of Op a)easier installation,8J higher loads,cJ lower installed cost or a combination of these features. ........ - .................... c Column caps provide a high capacity connection for column-beam combinations.This design uses Simpson Strong Tie"Strong-Driven SOS screws / to provide faster installation and provides a greater net section area of the column compared to bolts.The SDS screws provide for a lower profile compared to H standard through bolts. MATERIAL:CC03,ECCQ3,CCQ4,CC)4.62 ECC04,ECG04,62 CCQ6, ECCO6-7 gauge;all others-3 gauge ! FINISH:Simpson Strong Tie"gray paint,available in HOG; CCOQ and ECCOQ-no coating }. y INSTALLATION: �z m4+ •install Simpson Strong Tie SDS'/<"x2Y:"wood screws,which are provided 8 with the column cap.(Lag screws will not achieve the same load.) •CCOQ and ECCOQ column cap only(no straps)may be ordered for R field-welding to pipe or other columns.Dimensions are same as CCQ and ECCQ. Wz�,l, y i''ef roagl£tic,I4.3't. r S zes prou.de d ri nsions An npilonai VV2 difrension i` May be specified e h anv column size ter rr: � +, r un st y c g Oct f,d I Me W2 dz�r en' ion � ECC046SDS2.5 ✓CCQ46SDS2.5 ps �£re u is,,r,:.ik P the€vi dirn ns ;1.) OPTIONS: •For end conditions,specify ECCQ. CO Straps may be rotated 90`where W1>_W2. Option i CCO with DES:See page 20 for Code Reference Key Chart. Ab ( sera Js rotated 90`t � These products are available with additional corrosion protection.Additional proIfor s on _ this page may also be available with this option,check with Simpson Strong-Reetails. DimensionsNo.ofa. Allowable LoaModel BeamWidth L. SOSIW'x2%z" CCO C_0 Code CCOQ No: W� W2 R Screws Uplift Down upli I Down Ref. Model No. lli CCO ECCQ Beam Post (160) {1D0) (160) (100) (No Legs) CCQ3 4SOS2.5 3%a 3'/, ;3�O 11 8'h 7 16 14 5680 16980 3695 6125 FCCO CQ3-6SOS2.5 3'/s 3% 5'/z 11 8!4 7 16 14 CCO03-SOS2.5 {r 568D 19250 3695 9625 112 44SDS2.5 4x 3% A' 11 8'/2 7 16 14 5680 19D20, 4040 7655 L4; r0e6criS2.5 4x 3K 5% 11 8y2 7 16 14 7145 24065 4040 12030 Fit CCOQ4 SDS2.5 i CC048SDS2.5 4x 31k 7% if 8% 7 16 14 7145 24065 4t1d0 16405 CC04.62.3.62SIDS2.5 4 43e a's 11 8n 7 16 14 5680 i9027 4040 7655 CC 4.62-a62SfJS2.5 4h 44 44 11 8 7 16 14 5660 24450 4040 _9845 uCO1_)4,5.S9S2.5 CC04625_ocDS2.5 4°/z 4% 5:z if 8>%. 7 16 iq 7145 28585 f=; CC05-4SDS2.5 + 85 4040 1203f0 1; ✓ 5/a 15/< 3 11 8/z 7 16 14 5680 26635 4040 10 445 CCO04-SDS2.5 CCQS 6SDS25 5'/e 5% 5'/2 .11 8% 7. 16 14 7245 i 28190 '5535 15785 CCOQ5-SDS2.5 CCQ5 SSDS2:5 5Ya 5! T.4 11 8'/ 7 1G 14 7245 31570 5535 21525 112, CCQ64SDS 5 6x 15 s Z 11 8 h 7 16 14 5680 28585 4040 12030 L4. CCQ66SOS2.5 - 6x 8%2 7 16 I'll. _14_. -7145 30250 4040 18905, - CCQ68SDS2.5 6x g'/z 7 16 iq 7145 37815 4040 25780 CCOQ6-SDS2.5 CCQ6-7.13SOS2.5 6x 514. rya 11 8Yz 17 '-16 14 7145 37815 4040 24490 160 MR CCQ74SDS2:5 6�; 6% j 3 it BY 7 16 14 5680 33490 4040 13230 T CCfl76SDS2.5 61 6'1e 5h 11 8%2 7 16 14 7245 37125 5535 20790 112,CC077SOS2.5 fi?� 67 eta 11 $'h .7 16 14 7245 41580 5535 25515 tA. CCQQ7 SDS2.5 F11 4 6Y; 62/a 7h ti 8;r1 17 16 . 14 7245 41 5535 p. CCQZ1-4SDS2.5 7 7Ya 3J . 11 8'h 7 16 14 5680 34730 040 18375 l 7 7% 5Yz 11 8'ii 7 16 14 7245 5535CZ CCfl7.1 ZiSDS2.5 7 7'e 7% .11 8Y2 1 16 14 7245 57756 5535 36750 CCOQ7.1-SDS2.5 _ CCQ71 8SD52.5 7 7Ys 7h 11 8'/z 7 16 14 7245 52500 5535 39375 b CCQ86SDS2.5 8x T/z 5Y2 11 81 7 16 14 7245 41250. 5535 25780 160 T ical CGQ46SDS2.5 CCflE8SDS2.5 8x . 7%z 7Y2 11 BY, 7 16 14 7245 51565 5535 35155 CCOQ8-SDS2.5 CCQ96SDS2.5 , installation 8 8%s 5r� 11 Sh 7 16 14 17245 48125 5535 26950 CCQ98SDS2.5 8?a 8'/a 7h 11 ' See •7 16 CCOQ9-SDS2.5 N " 14 _7245 53900 5535 36150 CCQ106SD52.5 10x 9y2 5Yz '11 8'/z 17 i6 .14 {245 52250' 5535 32655 CCOQ10 5DS2.5 ~ AS 1.Uplift loads have been increased for wind or earthquake with no further increase allowed;reduce where other toads govern. 2ArLf .DOW,--?caws may not be increased for short-term loading and sha s nuf >^,eed 1'=.e post capa tv r }g�e pages 21 •211 or tom. oe post allowable loads. " �! lift loads do not apply to splice conditions. 4.Spliced conditions must be detailed by the Designer to transfer tension loads between spliced members by means other than the column cap. Liu€ 5.C011-i sides are assumed to lie in the same vertical plane as the beam sides.CC04 a models 6.Structural composite lumber columns have sides that show either the wide face or the edgesof the lumbe strandslveneers. s, t Values in the tables reflect installation into the wide face.See technical bulletin 7 (see page 215 for details). SCLCOLUMfd for values on the narrow face(edge) d' , ►1 T 7.ECCQ uses 14-SDS screws into the beam and 14-SOS screws into the post. f S.Beam depth must be a minimum 7' / 6 6 9 For 5Y4 engineered fumber.use CCQ 6X or ECCO 6X mone!s. oe sss hn t`Flat . r CCQQ Installation u on Steel Column Gmail—Imag in"Pictures for Roma" 10/18/12 10:15 PM Barnstable Town-20120924-00,Q94 jpg 1 y c. 46 -Ow `1 t - ys Barnstable Town-20120924-00093 jPg https://mail-attachment.googieusercontent.com/attachment/?ui=2&...h&sadet=1350612915620&sads=IR3TG051rg7vfM9uwd3TC2hOxWc&sadssc=l Page 1 of 14 Gmail:-Images in"Pictures for Roma" 10/18/12 10:15 PM may, V ! r Barnstable Town-20120918-00087 Jpg ; ~/ V • ICJ ..vw N3 "�✓ -- E https://mail-attachment.go4gleusercontent.com/attachment/?ui=2&...h&sadet=1350612915620&sads=IR3TG051rg7vfM9uwd3TC2hOxWc&sadssc=1 Page 2 of 14 w . 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P 456 EA ! HIGH o ® - - CA (33) SHEL VE 036 x 24 2` Vita. 3. 0" fle 31_0n CO iV r•— V � C CAWD J. • zlz VACHON • No. 7471 AMA" Al aq- C-O(L Sfa2A-C k, l-� ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • .1 f Map 31.0 Parcel--. I Health Division Date Issued Conservation Division -.Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis oat Project Street Address :3 VA7C-rg�L ; OZAv vM � Uff , o0 Village A d !S t,e cam- Owner ��'��'� � Address 333 Telephone /-Lc- �,JS 4va ScWii // �►�� S"?� F- 6 EX7 Permit Request d�/ N�� /01✓ �J i��T't Tfd 1✓ Wvc1 LL o ,e�j�.�A . � - a�0>,./�j/,4,�aP,��rLS ,G�//�'►�tna- °�L� Square feet: 1 st floor: existing JKproposed 2nd floor: existing proposed Total new Zoning District 0 Flood Plain AD Groundwater Overlay Project Valuation Sow•' Construction Type N Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout 0 Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new10 i Total Room Count (not including baths): existing new First Floor Room Count a Heat Type and Fuel: WGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes � p g g li Yq �d'No Fireplaces: Existing New Existing wood/coal stogie: 0� es ❑ 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 ❑ Commercial l"Yes ❑ No If yes, site plan review# A/,f. Current Use � � /sa - Proposed-Use - " APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (1,�� i��j � Telephone Numbers- � wit-.o-�o 0. 6A n e1 ,o a./i Address 11 b S^I'A� TY gigs Sv)Tv- License # e'S - too Q.S'7 SA 4k 2I)eF OC-Co, $4 4 &� _5 2, Home Improvement Contractor# Worker's Compensation # __WC O 1U 3 1; ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO G L ��^��✓ SIGNATUR DATE�� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED t- t MAP/PARCEL NO. ADDRESS VILLAGE OWNER } DATE&INSPECTION: FOUNDATION:: FRAME-'" INSULATION— , 'j . FIREPLACE- ELECTRICAL: ROUGH FINAL :z x PLUMBING: ROUGH FINAL GAS:-- ROUGH FINAL 4 i�sFINAL BUILDINGS : • T. ,:,; ,3 , DATE CLOSED OUT t ' I'+; ASSOCIATION PLAN NO. ,, r The Commonwealth of Massachusetts t I Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 r www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / Please Print Legibly Name (Business/Organization/Individual): C®)4SMV 4-40V o,Q l eI1� C Address: Il0 STAB IZOA-D a SVITF '7 City/State/Zip:S D-4g 13 j4A Phone #: .5 00 r- Mr- c SSS Are ou an employer?Check the appropriate box: Type of project(required): 1.�I am a employer with� 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractor 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 [ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp, insurance. 9. ❑ Building addition [No workers' comp. insurance 5..0 We are a corporation and its required.] officers have exercised their ]0.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11:❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4), and we have no 12,❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#) must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: J�� Policy #or Self-ins. Lic. #: W 6©1 1 9 3 1 3 Expiration Date: y l aUl Job Site Address: '32. 13AX)1 )2_ 624AW City/State/Zip: hh 4AJI ', AM d2.90 f Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A.of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine ` of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA•for insurance coverage verification, 1 do hereby under the pa' an enalties of perju that the in ormation provided above is true and correct Signature Date: Phone#: Official use only. Do not write in this area,to be completed by city or town of-cial 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 r 6.Other Contact Person: Phone#: i , 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 havi Ing not more than three 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 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 agen,cy.shail withhold the issuance or renewal of a license or permit to operate a business or to`co'nstruct 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 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 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 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 will be used as a reference number. In addition,an applicant that must submit multiplleipermit/license applications in any given year, need only submit one affidavit iridicating 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 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 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 Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia ,+-T 2012/08/31 15 : 55 :46 2 /2 AI�O® DATE(MMIDDIYYYY) 11%� CERTIFICATE OF LIABILITY INSURANCE 8/31/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Norwell Construct-South - NAME: Eastern Insurance Group LLC FA AICNN Ex : AIC No: 77 Accord Park Drive ADDRESS: Unit Bl PRODUCER 00040172 _ CUSTOMER ID R. Norwell MA 02 061 INSURER(S)AFFORDING COVERAGE NAIC INSURED INSURERA Acadia Insurance Company - 1325 INSURERB:Star Insurance ConSery Group Inc. INSURER C: P.O. Box 278 INSURER D INSURER E: - Sagamore Beach MA 02562 1 INSURER F: COVERAGES CERTIFICATE NUMBER:Standard 12-13 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY,REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE - POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY.NUMBER MMIDDIYYW MMIDDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE 1XI OCCUR PA5054020-10 /1/2012 /1/2013 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY. $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PR0. X F LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED AUTOS 5054022=10 /1/2012 /1/2013 " BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ $ X UMBRELLALIAB• X OCCUR- EACH OCCURRENCE $ 4,OOD,000 EXCESS LIAB CLAIMS-MADE - AGGREGATE $ 4,000,000 DEDUCTI BLE $ A X RETENTION $ 10,000 UA5054023-10 /1/2012 /1/2013 $ B WORKERS COMPENSATION - - X WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETORRARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) C0732373 /1/2012. /.1/2013 E.L.DISEASE-EA EMPLOYEq$ 100 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE--POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additlonal Remarks Schedule,If more space Is required) - RE-.,,Fairbanks February, LLC/32 Baxter Road, Units F, G rr H, Hyannis, MA.. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 'THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable - - - - Building Department 200 Main St. AUTHORIZED REPRESENTATIVE Hyannis, MA 02601 it Ronald Cleaves/SEW ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200909) The ACORD name and logo are registered marks of ACORD ConSery GROUP, INCORPORATED ARCHITECT-CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT INCEPTION Parcel Number: 31 D 121 00rj • project Name: Project Owner: AI-IOWM4S 4V9i1wAY4 GGL b Orleans Auto Supply , 3 f3 gr,4ag [, —Q�0 �,yd✓�I,�f Project Location: 32 Baxter Road Unit F, G& H Scope of Project: Build out of storage area on mezzanine. In accordance with paragraph 107.6.2.1 Design& 107.6.2.2 Construction of 780 CMR,the Massachusetts State Building Code, Eighth Edition. l, David J Vachon, Massachusetts Registration Number 7471 being a Registered Professional Architect hereby certify that all plans, computations, specifications, and changes thereto, involving the subject project will be prepared by and under the direct supervision of a Massachusetts Registered Professional Designer and bear his or her original signature and seal as defined by Massachusetts General law(M.G.L.) 643, & 54A. I further certify that I will be present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of work and to determine if the work is being performed in a manner consistent with the construction documents and this code. September 1, 2012 Architect(Original s gnature and Seal) Date DAVID J. VACHON No..7471 WwMAN VA 110 State Road,Plymouth,MA 02360—Mail to:PO Box 278, Sagamore Beach,MA 02562 Ph(508)888-6555—F(508)888-6566 www.conservgroup.com r pFtHEro,,, Town of Barnstable gAM srAKE, Regulatory Services r� 1619.MASS. `0$ Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 . vrrtCe: 503-862-F038 Fax: 508-790-6230 Property Owner lust Complete and Sign This Section u If Using A. Builder I, rc�yd� �i+Z�A�K �1A�t4 �Ai�QBAn� as /�G . ��+++ Owner of the subject property hereby authorize 1..0�✓�l�4+/ , cif G, to act,on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) C;ignatute o Owner Date Print Name Q:FORMS:0 V5MP pERMIM S ION i Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005157 ,- �� V � F ROLAND B CATIGNANI-- 60 GEMINI DR � s W BARNSTABLE MA , 66 J M ,�` ss c :� x i[a iCTC1 ` Convmissioner h 05/23/2014 - r Page 1 of 1 David Vachon From: Rick Dempsey [rick.tdgstructural@comcast.net] Sent: Thursday, August 30, 2012 7:33 PM To: Dave Vachon Subject: Orleans Auto Supply Dave, Based upon the attached calculations, the portion of mezzanine that needs to support bankers boxes passes the test for a 125 psf live load rating with one exception. The double 2x10 edge beams can only support 90 psf as built. Either a sister 2x10 needs to be added at each side to bring the capacity up, or intermediate posts need to be added between the existing 4x6 posts to cut the span in half. 4 Also, we probably need to verify if there are footings beneath the steel posts and 4x6 wood posts. The load on the center post under the quad Ivl is in excess of 27 kips, driven obviously by the 125 psf load. Call if questions. Rick i 8/31/2012 00 Am s tlf) h� Not gn rlb TI I i r1 LV L to S c�i+rn t w� O YC X 74 ram^)cz .. law, 4 to r 0fficrJ � Boise Cascade Single 2 x 12 SPF 92 Floor BeamTB01 BBC/CALC®3.0 Design Report-US 2 spans I No cantilevers 1 0112 slope Thursday,August 30,2012 Build 517 File Name: BC CALC Project Job Name: ORLEANS AUTO SUPPLY Description: CHECK EX CONT.2X12@12 JOISTS Address: 32 BAXTER RD Specifier: City,State,Zip:HYANNIS, MA Designer. RICK DEMPSEY Customer: Company: THE DEMPSEY GROUP,INC. Code reports: NLGA Misc: CHECK EXISTING MEZZANINE LL CAPACITY 1 -71 t 1 10,03-00 01 12-00-00 BO,3" B1,T' B2 3" LL 636 Ibs LL 1,883 Ibs LL 726 Ibs DL 51 Ibs DL 191 Ibs DL 67 Ibs UP 77 Ibs UP 1 ibs Total Horizontal Product Length=22-03-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 STORAGE LOADS Unf.Lin.(plf) L 00-00-00 22-03-00 137 10 n/a Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 1,934 ft-Ibs 83.8% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -2,299 ft-Ibs 99.7% 100% 1 1 -Right be verified by anyone who would rely on End Shear -613 Ibs 40.4% 100% 16 2-Right output as evidence of suitability for Cont. Shear 900 Ibs 69.3% 100% 1 2-Left particular application.Output here based Uplift 77 Ibs n/a 16 1 -Left on building code-accepted design properties and analysis methods. Uplift 1 Ibs n/a 14 2 Right Installation of BOISE engineered wood Total Load Defl. U808(0.175") 29.7% 16 2 products must be in accordance with Live Load Defl. U867(0.164") 41.5% 16 2 current Installation Guide and applicable Total Neg.Defl. U-2,185(4055") 11.0% 16 1 building codes.To obtain Installation Guide Max Defl. 0.175" 17.5% 16 2 or ask questions,please call Span 1 Depth 12.6 n/a 2 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, %Allow %Allow. ALLJOISTV,BC RIM BOARD-,BCIV, Bearing Suppoorts Dim.(L x W) Value Support Member Material BOISE GLULAM- SIMPLE FRAMING BO Beam 3"x 1-1/2" 687 Ibs 35.9% 35.9% Spruce Pine Fir SYSTEMO,VERSA-LAM®,VERSA-RIM B1 Beam 7"x 1-1/2" 2,073 Ibs 26.3/0 . Versa-Lam . PLUSH VERSA-RIM 0 465 o/o 20 VERSA-STRAND®;VE RSA-STUD®are B2 Beam 3"x 1-1/2" 792 Ibs 41.4% 41.4% Spruce Pine Firtrademarks of Boise Cascade Wood Products L.L.C. Cautions Uplift of 77 Ibs found at span 1 -Left. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(V)Maximum load deflection criteria. The analysis of solid sawn wood members Is in accordance with the NDS and is limited to the output shown above. All other support and design for these products,including but not limited to notching,connections, installation,and engineer/architect certification is the responsibility of the project's design professional of record. Page 1 of 1 I BorseCascade Quadruple 1-314" x 11-7/8"VERSA-LAM® 2.0 3100 SP Floor$eam1171302 BC CALC®3.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Thursday,August 30,2012 Build 517 File Name: BC CALC Project Job Name: ORLEANS AUTO SUPPLY Description:CHECK CONT.(4) 11 7/8'LVL Address: 32 BAXTER RD Specifier: City,State,Zip:HYANNIS, MA� Designer: RICK DEMPSEY Customer: Company: THE DEMPSEY GROUP, INC. Code reports: ESR-1040 Misc: CHECK EXISTING MEZZANINE LL CAPACITY 1 J 1,I" 13.00-00 ( 07-07.00 B0;7-1/2" B1,7-1/2" LL 10,898 lbs LL 24,439 lbs LL 7,073 lbs OL 1,2031bs DL 2.783 lbs DL 428 lbs UP 2,887 lbs Total Horizontal Product Length=20-07-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 REAC 2X12 @ B1 Unf.Lin.(plo L 00-00-00 20-07-00 1,883 191 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos.'Moment 28,430 ft-lbs 66.8% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -30,586 ft-lbs 71.9% 100% 1 1 Right be verified by anyone who would rely on End Shear 8,714 lbs 55.2% 100% 14 1 -Left output as evidence of suitability for Cont.Shear 12,771 lbs 80.9% 100% 1 1 -Right particular application.Output here based Uplift 2,887 lbs n/a 14 2-Right on building code-accepted design properties and analysis methods. Total Load Defl. U420(0.355") 57.1% 14 1 Installation of BOISE engineered wood Live Load Defl. U463(0.322") 77.8% 14 1 products must be in accordance with Total Neg. Defl. U-1,239(-0.068") 19.4% 14 2 current Installation Guide and applicable Max Defl. 0.355" 35.5% 14 1 building codes.To obtain Installation Guide Span/Depth 12.6. n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJS-, Bearing Supports Dim.(L x W) Value Support Member Material ALUOISTO,BC RIM BOARD-,BCIS, BO Post 7-1/2"x 7" 12,100 lbs 0.2% 30.7% Steel BOISE GLULAM- SIMPLE FRAMING B1 Post 7-1/2"x 7" .27,222 lbs 0.5% 69.1% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, B2 Post 7-1/2"x7" 7,501lbs 0.1% 19.1% Steel VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Cascade Wood Cautions Products L.L.C. Uplift of 2,887 lbs found at span 2-Right. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie,Inc. Page 1 of 2 Boise Cascade �./ Quadruple 1-3/4"x 11-718" VERSA-LAM® 2.0 3100 SIP Floor Beamlt=B02 BC CALC®3.0 Design Report-US 2 spans 1 No cantilevers[0l12 slope Thursday,August 30,2012 Build 517 File Name:, BC CALC Project Job Name: ORLEANS AUTO SUPPLY' Description:.CHECK CONT. (4) 11 7/8 LVL Address: 32 BAXTER RD Specifier; City, State,Zip: HYANNIS, MA Designer. , RICK DEMPSEY Customer: Company: THE DEMPSEY GROUP, INC: Code reports: ESR-1040 Misc: CHECK EXISTING MEZZANINE LL CAPACITY CAI rears :, �rl�lisrirrr rrrrrrrrrrrmir�sr■ rrrrr Connection Diagram Diisclosure b �'- �—d--�-� Completeness and accuracy of Input must be verified by anyone who would rely on a output as evidence of suitability for —• T • o particular application.Output here based c on building code-accepted design L o properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Insiallation`Guide and applicable building codes.To obtain Installation Guide a minimum=1-1/2"c=8-7/8" or ask questions,please call (800)232-0788 before installation_ b minimum=4 d =24 e minimum=1" BC CALC®,BC.FRAMER®,AJS-, ALLJOISTS,BC RIM BOARD" BCI®, Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from BOISE GLULAM-,SIMPLE FRAMING each side. SYSTEM®,VERSA-LAMO,VERSA-RIM Install screws from both sides,staggering screwsf by the spacing to avoid splitting. PLUS®,VERSA-RIMS, Member has no side loads. VERSA-STRAND®,VERSA-STUD®.are . Connectors are: SDW22634 trademarks of Boise Cascade Wood Products L.L.C. - a ♦ -- 'ate '..'W£.. - .. I Boise Cascade `►�/ Double 2 x 10 SPF#2 Floor Beam1F1303 BC CALCd)3.0 Design Report-US 3 spans I No cantilevers 1 0/12 slope Thursday,August 30,2012 Build 517 File Name: BC CALC Project Job Name: ORLEANS AUTO SUPPLY Description:CHECK EX(2)2X10 EDGE BM Address: 32 BAXTER RD Specifier: City, State,Zip:HYANNIS, MA Designer: RICK DEMPSEY Customer: Company: THE DEMPSEY GROUP, INC. Code reports: NLGA Misc: CHECK EXISTING MEZZANINE LL CAPACITY � s „y.+��:d' � � ✓"'xs +irk` .: _ 4::�. �� ''� � e -- gem a -s � - �,��. : 3 c: A "� a s -- 07-06-00 07-06-00 07-06-00 BO,5-112" B1,5-1/2" B2,5-1/2" B3,2-3/4" LL 2,624 Ibs LL 6,335 lbs LL 6,443 Ibs LL 2,513 Ibs DL 235 Ibs DL 587 Ibs DL 602 Ibs DL 226 Ibs UP 60 Ibs UP 54 Ibs Total Horizontal Product Length=22-06-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 REAC 2X12 @ B2 Unf. Lin.(plf) L 00-00-00 22-06-00 726 67 n/a Controls Summary Value %Allowable Duration .Case Span Disclosure Fos.Moment 4,247 ft-Ibs 123.8% 100% 14 3-Internal Completeness and accuracy of input must Neg. Moment -5,039 ft-lbs 146.8% 100% 20 2-Right be verged by anyone who would rely on End Shear -1,940 Ibs 77.7% 100% 14 3-Right output as evidence of suitability for Cont Shear 2.819 Ibs 412.9% 100% 20 3-Left particular application.Output here based Uplift 60 Ibs n/a 16 1 -Left on building code-accepted design properties and analysis methods. Uplift 54 Ibs n/a 16 3-Right Installation of BOISE engineered wood Total Load Defl. U637(0.138") 37.7% 14 3 products must be in accordance with Live Load Defl. U681 (0.129") 52.9% 14 3 current Installation Guide and applicable Total Neg.Defl. U-1,130(408") 21.2% 14 2 building codes.To obtain Installation Guide Max Defl. 0.138" 13.8% 14. 3 or ask questions,please call Span/•Depth 9.2 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, %Allow %Allow ALLJOISTO,BC RIM BOARD-,SCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM- SIMPLE FRAMING B0 Post 5-1/2"x 3" 2,859 lbs 23.9% 40.8% Spruce Pine FirSYSTEMO,VERSA-LAM®,VERSA-RIM B1 Post 5-1/2"x 3" 6,922 Ibs 57.9% 98.7% Spruce Pine Fir VERSA-RIM®, p VERSA-STRANDS,VERSA-STUD®are B2 ' Post 5-1/2"x 3" 7,045 lbs 58.9% 100.5% Spruce Pine Firtrademarks of Boise Cascade Wood B3 Post 2-3/4"x 3" 21739 Ibs 45.8% 78.1% Spruce Pine FirProducts L.L.C. Cautions Member has insufficient Pos.Moment resistance to carry loads. Member has insufficient Neg. Moment resistance to carry loads_ Member has insufficient Cont. Shear resistance to carry loads. Uplift of 60 Ibs found at span 1 -Left. Uplift of 54 Ibs found at span 3-Right. Bearing length at bearing B2 should be at least 5-9/16". Notes , Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum'(U360).Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The analysis of solid sawn wood members is.in accordance with the NDS and is limited to the , output shown above. All other support and design for these products, including but not limited to notching,connections, installation,and engineer/architect certification is the responsibility of the project's design professional of record. Page 1 of 1 i Boise cascade Triple 2 x 10 SPF #2 Floor Beam1F13O3 BC CALC®3.0 Design Report-US 3 spans I No cantilevers 1 0/12 slope Thursday,August 30,2012 Build 517 File Name: BC CALC Project Job Name: ORLEANS AUTO SUPPLY Description: CHECK REV(3)2X10 EDGE BM Address: 32 BAXTER RD Specifier: City, State,Zip:HYANNIS, MA Designer: RICK DEMPSEY Customer: Company: THE DEMPSEY GROUP, INC. Code reports: NLGA Misc: CHECK EXISTING MEZZANINE LL CAPACITY I , %i 07-06 00 07-06-00 I 07-06 00 B2,5-1/2" . B3,2-3/4" LL 2,624 Ibs LL 6,335 Itrs LL 6,443 Ibs LL 2,513 Ibs DL UP 49 lb5 Ibs DL 612 Ibs DL 629 Ibs DL 235 Ibs UP 44 Ibs Total Horizontal Product Length=22-06-00 Load Summary Live Dead Snow Wind Roof Live Trib. Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 REAC 2X12 @ B2 E Unf. Lin.(pif) L 00-00-00 22-06-00 726 67 n/a Controls Summary Value %Allowable Duration Case Span DISCIoSUre Pos. Moment 4,260 ft-Ibs 82.8% 100% 14 3-Internal Completeness and accuracy of input must Neg. Moment -5,056 ft-Ibs 98.2% 100% 20 2-Right be verified by anyone who would rely on End Shear -1,946 Ibs 52.0% 100% 14 3-Right output as evidence of suitability for Cont.Shear 2,830 Ibs 75.5% 100% 20 3-Left particular application.Output here based Uplift 49 Ibs n/a 1fi 1 -Left on building code-accepted design Right properties and analysis methods. Uplift 44 Ibs n/a 16 3-L Installation of BOISE engineered wood Total Load Defl. L/W (0.092") 25.2% 14 3 products must be in accordance with Live Load Defl. U1,021 (0.086") 35.3% 14 3 current Installation Guide and applicable Total Neg. Defl. U 1,696(-0.053') 14.1% 14 2 building codes.To obtain Installation Guide Max Defl. 0.092" 9.2% 14 3 or ask questions,please call Span/Depth 9.2 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMERG,AJS- %Allow %Allow ALLJOISTO,BC RIM BOARD- BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM-,SIMPLE FRAMING BO Post 5-1/2"x 3-1/2" 2,870 Ibs 20.6% 35.1% Spruce Pine FirSYSTEMO,VERSA-LAMS,VERSA-RIM B1 Post 5-1l2"x 3-1/2" 6,948 Ibs 49.8% 84.9% Spruce Pine FirPLUSO,VERSA-RIM®, B2 Post 5-1/2"x 3-1/2" 7,071 Ibs 50.7 rb 86.4/° Spruce Pine FirVademar TRABois VERSAe WoodTUD@ are o ° P trademarks of Boise Cascade Wood B3 Post 2-3/4"x 3-1/2" 2.749 Ibs 39.4% 67.2% Spruce Pine FirProducts L.L.C. Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post 131. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Member is not fully supported at post B3. A connector is required at this bearing. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The analysis of solid sawn wood members is in accordance with the NDS and is lifnited to the output shown above: All other support and design for these products,including but not limited to notching,connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. - Page 1 of 1 AUG.31.2012 12:13AM ATTY JOHN KENNEY .2 Bk 266NJJ0089 Pg .P...9 #50465 Property address: rUnits 6, 7 and 8, 32 Baxter Road,,Hyannis, MA 026019 And 1, D. Jeffrey Ehart,Trustee of Marco Realty Trust, hereby certify that: rjASSAcHUSETTS STATE EXCISE TAX 9, Said Trust is in full force and effect. BARNSTABLE COUNTY REGISTRY OF DEEDS Date'. 08-31-2012 a M530.ta CtIY: 94 Doe a 50465 2, All the beneficiaries are of full age. Fee: $820.80 Cons! WOPG``00-00 3. All the beneficiaries are competent. 4. All the beneficiaries of said Trust have consented to the transfer of Units 6, 7 and 8, 32 Baxter Road, Hyannis, MA 02601 to Fairbanks February, LLC for$240,000.00. Executed as a sealed instrument this 3 D�day of LL!�W•- 2012. Marco Realty Trust W lST€SLE CQU11YY r.XCISE TAX BARNS A814E COUNTY REGISTRY OF OCEPS Date; 08-31-2012 8 US*Zam �ilps S9 9aevi 50465 rae: $648.00 Cons: $2401000,011 By: D. Jeffrey Ehart,Trustee Commonwealth of Massachusetts County of Barnstable On WOO day of r+1gu.s+ , 2012, before me, the undersigned notary public, p�lly appeared D. D, Jeffrey Ehart, Trustee of Marco Realty Trust proved to me through satisfactory evidence of identification, which were igaohc.lth ktA0V---+a h-Z to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. Notary Public Name: 112d I"7 My commission expires: vAdkG\winword\tral estate\ahm deed io fairbanksdoar Q Elizabeth A. McNichols NOTARY PUBUC V commonwealth of mmachaeits My commission upiras Jan.20,2017 BARNSTAKE REGISTRY OF DEEDS AUG.31.2012 12:12AM ATTY JOHN KENNEY NU.etsy r.i r� y 5k 26635 Ps338 —50465 CONDOMINIUM UNIT DEED D,Jeffrey Ehart,Trustee of Marco Realty Trust under Declaration of Trust dated January 7, 1999 and recorded with the Barnstable County Registry of Deeds as Document No.. 752059,for consideration paid of Two Hundred Forty Thousand and 00/100 Dollars ($240,000.00)grams to Fairbanks February, LLC,a Massachusetts Limited Liability Company, of 333 Barnstable Road, Hyannis, MA 02601,with Quitclaim Covenants, Unit Nos.6,7 and 8 (a/Ida Units F, G and H) of Commerce Comer Condominium located at 32 Baxter Road, Hyannis, Barnstable County, Massachusetts, created by Master Deed dated August 8, 1988, and filed with the Barnstable County Registry of Deeds in Book 6399, page 96. Said Units 6,7 and 8 are shown on the floor plan filed simultaneously with the Master Deed, said plan being entitled "Plan of Land and Building Located in Hyannis,Barnstable, Massa Showing Commercial Condominiums, December 3, 1987 Prepared for Scott Condinho,Trustee' which said plan is duly recorded in Barnstable County Registry of Deeds in Plan Book 452, Page 49. Said Unit 6 contains 950 square feet,more or less, and has an undivided 12.5%interest in the Common Areas and Facilities of Commerce Comer Condominium as set forth in Exhibit"B°to the Master Deed. Said Unit 7 contains 955 square feet, more or less, and has an undivided 12.6%interest in the Common Areas and Facilities of Commerce Comer Condominium as set forth in Exhibit"B"to the Master Deed. Said Unit 8 contains 929 square feet, more or less, and has an undivided 12.5%interest in the Common Areas and Facilities of Commerce Comer Condominium as set forth in Exhibit V to the Master Deed, Said Units are conveyed together with the exclusive right to use the parking spaces in front of Units 6, 7 and 8. Subject to and with the benefit of the provisions of Chapter 183A of the Massachusetts General Laws. Subject to and with the benefit of all rights, restrictions, reservations and easements of record insofar as the same are in force and applicable. This conveyance is subject to the following restriction which shall run with the land for ten(10) years from the date hereof: the property shall not be used as a laundry facility during this ten year period. For title, see Book 22658, Page 142. a Vhe Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin Secretary of the Commonwealth,Corporations Division One Ashburton Place, 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640 FAIRBANKS FEBRUARY, LLC Summary Screen Help with this form Via= Request a Certifjete k��ery The exact name of the Domestic Limited Liability Company(LLC): FAIRBANKS FEBRUARY,LLC Entity Type: Domestic Limited Liability Companv(LLC) Identification Number: 001036597 Date of Organization in Massachusetts: 09/27/2010 The location of its principal office: No. and Street: 333 BARNSTABLE ROAD City or Town: HYANNIS State: MA Zip: 02601 Country:USA If the,business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: J.RICHARD FAIRBANKS,JR. No. and Street: 91 WILD GOOSE WAY City or Town: CENTERVILLE State: MA Zip: 02632 Country: USA The name and business address of each manager: Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER J RICHARD FAIRBANKS JR 91 WILD GOOSE WAY CENTERVILLE,MA 02632 USA The name and business address of the person in addition to the manager,who is authorized to execute documents to be filed with the Corporations Division. Title Individual Name Address (no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code The name and business address of the person(s)authorized to execute,acknowledge,deliver and record any recordable instrument purporting to affect an interest in real property . Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL PROPERTY J.RICHARD FAIRBANKS JR. 91 WILD GOOSE WAY http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 8/31/2012 �17L-he Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 I I I CENTERVILLE,MA 02632 USA I Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent _ For Profit _ Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS Annual Report Annual Report-Professionals Articles of Entity Conversion I Certificate of Amendment Comments O 2001-2012 Commonwealth of Massachusetts All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 8/31/2012 f TOWN OF BARNSTABLE BUILDING DEPARTMENT COMPLAINT/INQUIRY REPORT Date - % - 9FS' Rec'd Bv Assessor's No. Last Name First Name ORIGINATOR Street Villacze State AZi Telephone: Home 771 Work Description: COMPLAINT all INQUIRY Requestor's Signature COMPLAINT Street Address �.�/ - fY LOCATION ��,�1 � IEE��oNZY •�� e� INSPECTOR'S Date 71,Z/� Ins ector ACTION/ COMMENTS FOLLOW-UP 71ws lrl—,i ACTION � Gr OO ADDITIONAL INFO. ATTACHED 1 COPY DISTRIBUTION.: . WHITE - DEPART14ENT _FILE YELLOW INSPECTOR I PINK - INSPECTOR (RETURN TO OFFICE MGR.) NISC1. r TOWN OF BARNSTABLE , BUILDING DEPARTMENT- COMPLAINVINQUIRY REPORT Date rIl/5�71711 Rec'd B Assessor's No. 'Po r Last Name First Name , ORIGINATOR Street G Village State Jjz zipa� o Telephone: Home Work Description: _ COMPLAINT i % G INQUIRY j/� i�,r� i o i Requestor's Signature COMPLAINT Street Address (; LOCATION A= IJ OFFICE USE ONLY INSPECTOR'S Date .2//5/9 Inspector ACTION/ COMMENTS lol FOLLOW-UP ACTION ADDITIONAL INFO. ATTACHED COPY DISTRIBUTION: WHITE — DEPARTMENT FILE YELLOW — INSPECTOR PINK — INSPECTOR (RETURN TO OFFICE MGR.) miscl C_ 0 _C_] it !! r y 41 D _- ter•; c••� 7} y} F. i�i i t_! �E :_! -' !+ r•.j C� r-? G .f? 'l 0 0 1:7 C3 Z C'', T! C!; 0ri If r Z D 0 Cl -1 X,' t-7CI l -! t Ci D C; �:° 0 r i :�7 C: w � r r'' .e :ia L•' - dflLr, !_sD � C C \ Z1 C� 13 D rm a =! r'i C? 0 -3zz CO d1 s ( -APY7 is '0 i� .. P 7 T? CIO CI Of! it --! D ii C_ 110. ' f- D m • f7 Ia r � P.T �? a� CO rr -' i `a 3) C9 Sa I ! -) 11 -'"! t C-1 Pi Ia !! r D >`? T m `l Ul C ? F M� r` ! 3 CAI D r"! 3 ! -A .e 77 0 T z LO i C, —! L; C1 r- n r- r_ ST -; E7 f''! x -i r s CC! r_i l:_l r.1-1 fl I! r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_ V Parcel 2 I ��/lai^ Application #1,201.6c Health Division Date Issued l Conservation Division Application Fee G Planning Dept. Permit Fee 0-+. a Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 3 2- . �� Village /V/19 F� C�\ �4�t�q 6 4 RT r ddreAssOwenr _ cPermit`R- uest h A T N15z o o— ,/_�N> C7 PF i I -P S P `� 1 t..1 mp nju Square feet: 1 st floor: existing proposed 2nd floor: existing proposed i TottneWC-�' _ Zoning District Flood Plain Groundwater Overlay .. c7Project Valuation�1 00,I Oct Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ' Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ 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 ❑ -3 Commercial ❑Yes ❑ No If yes, site plan review# 2 Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name `' y �.. ��r^J J Telephone Number Address ®��1 C 5T_ l� `� [ y!-�� t S License # .�-�•-�- Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE a FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED a MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f t ' , The Commonwealth of Massachusetts Department of Industrial Accidents Pit, Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): �('�./�/��t✓ �(Mo Address: PC�f�T1 f City/State/Zip: P \ N /U (S m4 0,160A Phone#: d S g Are you an employer?Check the appropriate box: Type of project(required): '1. l am a employer with 4. [] I am a general contractor and I 6. ❑New construction * have hired the sub-contractors_. employees(full and/or part-time). - -- - --. -- _- _ - - -- 2. I am a sole proprietor.or partner- listed on the attached sheet. 7. Q�Remodeling ship and have pr employees These sub-contractors have g. El Demolition no working for me in any capacity. employees and have workers'comp. ❑ Building addition .[No workers' comp. insurance comp.insurance. 5. 0 We are a corporation and its 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no q employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers',compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: G E� t/V sJ CC— — Policy#or Self-ins.Lic.#: W G ® �{ _3 Expiration Date: 0 ti h. Job Site Address: 3� , TE Q P UN City/State/Zip: ti l �N N Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition.of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations.of the DIA for insurance coverage verification. I do hereby certify it dernie i penalties of perjury that the information provided above is true and correct Signature: Date: C� f�C( — :Z' Phone#: tOfficial use only. Do not write in this area, to be completed by city or town official City-or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector' 6.Other Contact Person: Phone#c Information and. 1pstru-coons 1. Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. a 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 g dwelling house of another who employs persons to do maintenance,construction or repair work on such dvelling house or on the grounds or building appurtenant thereto shall not because of such employmentbe 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 tract.for the erformance of public until acceptable evidence of compliance with the insurance enter intoany con p , requirements of this chapter have been presented to the contracting authority.' Applicants mpletely, by checking the boxes that apply to your situation and,if Please`fill out.the workers' compensation affidavit co necessary;supply sub-contractors)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 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 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 will 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 marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for filture 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 OX. a dog license or permit to bum leave$ 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 Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-87.7-MASSAFE Fax # 6`17-727-7749 Revised 4-24-07 www.inass.gov/dia •.'�y e�`a - Q�i, alp . 10 2� �Y oo o N r OF1ME Tp� Town of Barnstable O Regulatory Services BAIRNSPABIE MA93 Thomas F.Geller,Director f1639. 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, � VI/J. I l5✓w aft( as Owner of the subject property hereby authorize �,,,�vt k y to act on my behalf, in all matters relative to work authorized by this building permit application for: VIA (Address of Job) Signature of Owne Date J e -fi .�. r Print Name If PropertyOwner is applying for permit please complete the Homeowners License Exemption Form on the. reverse side. Q:FOR1vIS:OWNERPERMISSION Town of Barnstable �0*VE r � o Regulatory Services " Thomas F. Geiler,Director * MMSTABLE, ' MASS. Building Division ATED MAt A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wtivw.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 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 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) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that-he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official 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. HOMEOWNER'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 licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,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:\WPFILES\FOR.MS\homep-xempt.DOC LlMassachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality 1100104484 BWP AQ 06 Decal Number Notification Prior to Construction or Demolition Important: A. Applicability When filling out pp y forms on the computer,use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of.Environmental Protection cursor-do not use the return (DEP), Bureau of Waste Prevention -Air Quality Control Regulations 310 CMR 7.09. Notification of key:, Construction,or Demolition operations is required under 310 CMR 7.09 (2)ten (10)days prior to any' work being performed. The following information is required pursuant to 310 CMR 7.09. two B. General Project Description 1. a. Is this facility fee exempt-city, town, district, municipal housing authority, owner-occupied Instructions residence of four units or less?❑Yes ❑Q No 1.All sections of b. Provide blanket decal number if applicable: 100104484 this form must be Blanket Decal Number. completed in order to comply with the 2. Facility Information: Department of CAPE COD COMMERCIAL LINEN SERVICE Environmental Protection a.Name notification 32 BAXTER RD UNT13 requirements of b.Address 310 CMR 7.09 HYANNIS IMA 22601 c.Cit /Town d.State e.Zip Code (508) 771-5044 f.Telephone Number area code and extension E-mail Address(optional) 1,756 2 h.Size of Facility in Square Feet i.Number of Floors j. Was the facility built prior to 1980? ❑✓ Yes ❑ No k. Describe the current or prior use of the facility: LAUNDROMAT I. Is the facility a residential facility? ❑ Yes ❑✓ No �0 m. If yes, how many units? Number of Units — 0 3. Facility Owner: N. JEFFREY EHART o a.Name 0 32 BAXTER RD b.Address HYANNIS MA 02601 C.Cit /T wn A.5tatee.Zip Code ®o (508)776-3066 ® f.Tele hone Number area code and extension .E-mail Address(optional) d ADILSON SEGOLINI s ®Q h.Onsite Manager Name ag06.doc•10/02 BWP AQ 06•Page 1 of 3 Massachusetts Department of Environmental Protection __..,. Bureau of Waste Prevention . Air Quality 1100104484 Ll Decal Number BWP AQ 06 Notification Prior to Construction or Demolition Important: When filling out A. Applicability forms on the computer,use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environm use the return ental Protection cursor- not (DEP), Bureau of Waste Prevention -Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09 (2)ten (10) days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09. & B. General Project Description 1. a. Is this facility fee exempt-city, town, district, municipal housing authority, owner-occupied Instructions residence of four units or less?0 Yes ❑✓ No 100104484 1.Ali sections of b: Provide blanket decal number if applicable: this form must be Blanket Decal Number completed in order to comply with the 2.. Facility Information: Department of CAPE COD COMMERCIAL LINEN SERVICE Environmental Protection a.Name notification 132 BAXTER RD UNTI 3 requirements of b.Address 310 CMR 7.09 HYANNIS MA 1 102601 C.City/Town d.State e.Zip Code 1(508) 771-5044 f.Telephone Number area code and extension E-mail Address(optional) 1,756 2 h.Size of Facility in Square Feet is Number of Floors j. Was the facility built prior to 1980? ❑✓ Yes ❑ No k. Describe the current or prior use of the facility: LAUNDROMAT I. Is the facility a residential facility? ❑ Yes ❑✓ No ®O m. If yes, how many units? Number of units ° 3. Facility Owner: N JEFFREY EHART 10 a.Name ®° 32 BAXTER RD ® b.Address �� _ HYANNIS J IVIA I 02601 ®co c.City/Town d.State e.Zip e �o �° (508)776-3066 f.Tele hone Number area code and extension .E-mail Address o tional �d ADILSON SEGOLINI �Q h.Onsite Manager Name ag06.doc•10/02 BWP AQ 06•Page 1 of 3 a Massachusetts Department of Environmental Protection Bureau of Waste Prevention . Air Quality 1100104484 Decal Nu B P AQ O6 tuber t �V Notification Prior to Construction or Demolition General Statement: If B. General Project Description (cont.) asbestos is found during a Construction or 4. General Contractor: Demolition rAMUEL GINO operation,all responsible parties a.Name must comply with 172 PONTIAC STREET 310 CMR 7.00, b.Address _ and Chapter HYANNIS MA � 02601 —� Chapterer 21 E of the General Laws of c.Cit /Town d.State e.Zip Code the Commonwealth. (774) 810-0779 This would include, f.Telephone Number area code and extension .E-mail Address(optional) but*would not be limited to,filing an JADILSON SEGOLINI asbestos removal h.On-site Manager Name notification with the _ Department and/or a notice of release/threat of release of a C. General Construction or Demolition Description hazardous substance to the 1. Construction or demolition contractor: Department,if applicable. JADILSON SEGOLINI a.Name 117 MINTON LANE b.Address _ WEST BARNSTABLE MA —� 02668 c.Cit /Town d.State e.Zip Code (774) 836-6895 f.Telephone Number area code and extension) g.E-mail Address(optional) ADILSON SEGOLINI h.On-site Manager Name r 2. On-Site Supervisor: SAMUEL GINO On-Site Supervisor Name 3. Is the entire facility to be demolished? ❑ Yes ✓❑ No M=TM!®N 0 4. Describe the area(s)to be demolished: ®o NO DEMOLITION AT ALL ®N O ®0 5. If this is a construction project, describe the building(s)or addition(s)to be constructed: WALLS TO BE BUILT INSIDE ONLY,NON-SUPPORTING WALLS �o ��C7 ®Q ag06.doc-10102 BWP AQ 06•Page 2 of 3 �y s S vool*- - CO i - Y s C4 ci 1 t ARM FIRE PREVENTION BVREAt' 19VANNIS FIRE-RESCUE DEPARTMENT 90 HIGH SCHOOL ROAD,!SX►T* HYANNfIS*MA 02608 uy -�� nG (es9,5 t ' .r low W a r "HYANNIS FIRE PREVENTION BUREAU" HYANNIS FIRE-RESCUE DEPARTMENT 45 HIGH SCHOOL ROAD, EXT. HYANNIS, MA 02601 Y s - CN psp,( pyb s3�°� ndd w Jo ,kL1d'`� Z>39YYd 601 NO '7d ZZ/-O/f 9/Z/-O/f S107 S&OSS3SSV 6:.3NOZ SS3N/Sn9 0.3NOZ 0007d Z,ROUS 96/911 :77 fr i of•1 37V3S 9'0/39Vd d N9 *7d of oa Of o •S30N393d311 NV7d . 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TOWN OF BARNSTABLE Permit No. .31341...... • BUILDING DEPARTMENT 4 s"' TOWN OFFICE BUILDING Cash ''ror,r► HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Scott R. Condinho Address Unit #6, 32 Baxter Road Fivannis.. Massachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, .AND'THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Janis..... 7........, 19..$9........... �. ... ...... . Building Ins 7ctor IY AK`sri��.yr.-�Y'��ef"+i�"3t�,y�¢7VFf{ �'`:i�..N.cr�..:.a..�.n.-�w. .-..yy�� 0'N�%r,;�li�:�(, �i> '+c'�'�=°�"``"°'.�'a, rrP..tiii°"w�wM.'"'„'"'q.y�s'�"'1�'......�n,,..r- v.,.-'...++;�_;;%*+•..,�;,..,w,... TOWN'OF BARNSTABLE permit No. .3..1. 41...... •BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash 7 .Mt .6�9• ''rourR� HYANNIS,MASS.02601 Bond CERTIFICATE OF USEAND OCCUPANCY Issued to Scott R. Condinho Address Unit. #6, 32 Baxter .Road Hyannis. Massachusetts USE GROUP f` FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON- SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND,IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. January 17 , 89 ...... .................... 19................. ....... 9 i/f '11 .. s ...... /; ?� Building Ins pgctor y� C !/ i l r Lo T So i p 41 A .1 48 A 4 n 18) 133 Sr F�- � o V) o 7- zg 4-7 4++ e ' 113 Ct"i1i�i`J -e ':•'' .ram ,/ iy 6 A. 'a eAXT R CERTIFIED PLOT PLAN LOCATION �JIIA « ►.GIs , rIAss t CeZrIF11 T4AT TI4E (=oowDA-r)oW SCALE 3� ' DATE %S Lvc-OkTao N oij 'I- 6 6'zovwo AS 5Wow.1 F4c-eEoN AIJD IS 00T PLAN REFERENCE I IJ TN 6 F L-ooa 'p[.A i N. LoT5 4-7 A 4 40 A PL 1:�L I DATE : 1o"!S" V� c� �� BAXTER 0 NYE, INC. THIS PLAN IS NOT BASED ON AN REGISTERED LAND SURVEYORS INSTRUMENT SURVEY AND THE OSTERVILLE^- MASS. OFFSETS SHOWN SHOULD NOT BE USED TO DETERMINE LOT LINES APPLICANT � � C , rt; blNi-tp TOWN OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT ' A-310-.122 DATE OGt.Ab2Z' .26 19 87 PERMIT NTO � I�1 .w w cr..+.w�►.++. APPLICANT T.Pnn Joeiif:A_ - ADDRESS East Dennis. �'� 006039 (N0.) (STREET) (CONTR'S LICENSE) NUMBER OF PERMIT TO Ii.ee�i'it# nn_e_n_m"rr4nl .STORY RrnrAcrA. A nffir.p DWELLING UNITS O (TYPE OF IMPROVEMENT) N0. '(PROPOSED USE) DISTRICT— AT (LOCATION) �`,� 'Rax 'Pr pof fir \7Px"I P, ZONING IN0.) .- (STREET) BETWEEN AND. (CROSS STREET) - (CROSS STREET) ' LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE - USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: - Town gpwp-r AREA OR PER VOLUME 7920 sq. ft. ESTIMATED COST $ 90,000 FEEMIT. 792.00 (CUBIC/SQUARE FEET) OWNER _ q(`ort R. LCITtdinho BUILDING DEPT. ADDRESS R_ /)_ Rov 2302. Rt7A.F]X11i s. MA --- 02601 BY TOWN OF BARNSTABLE, MASSACHUSETTS---'v- --- ,-, AUILDING PERMIT "' A-310,122 c(t'o6' $7 6 �q R' 1 DATE �y 19 PERMIT O Leon Jodice 10, East Uenuis 1 _ U06039 APPLICANT ADDRESS IN0.) .t (STREET) (CONTR'S LICENSE) PERMIT To Build commercial bui7(ding) STORY .'Storage & office NUMBERING GO UNITS 0 -DWELL(TYPE OF IMPROVEMENT) NO. (PROPOSED USE) 32 Baxter' Road, kly'I1wiis ZONING AT (LOCATION) DISTRICT � IN0.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE ; FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM. IN CONSTRUCTION I TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION- .' (TYPE) E REMARKS: Town sewer ` r Jr AREA OR 7920 sq. ft. 90,000 PERMIT s 792.00 ' VOLUME - ESTIMATED COST $ -FEE - - Scott R. Condinho OWNER Y. U. box Z.�Ul, hyannis, MA UZbul BUILDING DE PT. ADDRESS BY THIS PERMIT, CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERSWAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOP. ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH).3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING(INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS —OLRGIn G U 9� 3 HEATING INSPECTION APPROVALS ENGINE ING DEPARTMENT 1 OTHER 2 _ r, BOARD OF HEALTH WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!L L BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. k� �a As'seAA s�.kceo* (1st floor): THE Asse sof's %ap and lot number .,. �.........L�.�. Q�oF Board of Health (3rd floor): o Sewage Permit number .....�...�Pa . ?-.. Ii�9ST CONNECT TO '. 116Hd9?ODLE, Engineering Department (3rd floor): #3 ' �000 163}9. \00� Housenumber '.............. .........:.............. ...............:.......... 'Eamo°" Definitive Plan Approved by Planning Board ______________________________19________ . APPLICATIONS PROCESSED 8:30--.9:30 A.M. and 1:00-2:00 P.M. only t TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT' TO .!�., . ........... .......'L. ........ ... ... lic .......... . ......:�... TYPEOF CONSTRUCTION .:...........................:....... .: .. .................... ............................................... :.. • ± . . C�-cam K .............—'mil`... ''... ..---....19-�; TO THE INSPECTOR OF BUILDINGS: .The undersigned hereby applies for a permit according to the following information: Location ...:........32..... f��l�r (Gc .................. ............ . ProposedUse ............. t es .......................................................................................................................................... Zoning District ....................................... ...........................Fire District. ! ?".i ......... .......... . Name of Owner ...� .!�..............�.�►:.. Address r.d r..:.Y�02 ( ir2 .!... ... 4 ........ Name of Builder ..... k�01!1......;.,...,._.;.�0.4f.�..'. c:...........Addre'ss ..��'::.......J�4 !:r� ............. ..................................... Name of ,Architect ....................................._.............................Address. ................; r.......................................................... Number of Rooms ..........g Foundation, ....< t!.....Ve 9'...... Q1�P/1C � �-- .........'.... . .S........ ...... Exterior ..........•` •(• .��..........................................................Roofing ............. r.........:...... .............................. Floors ...:.........�n. :( .1. ........................:.........................:.interior ...........� �.r/...... ... ............:......... Heating .............. '.....................:.........'......:....... Plumbing ...........Q......` ..,.,�../............4 7�t [v(� ................... Fireplace ..:............ ......................................................Approximate.Cost ......... 0.Oau........ ..................................... Area wi .f�' .� �- ...... Diagram of Lot and.Building with Dimensions Fee 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. y Name ...: ?... ............. ................. "" Construction Supervisor's License .....�.. � .d/.... ........ ' CONDINHO, SCOTT R. �.., . •3` ' s31341 Permit for .Commercial Bldg. QL •^ `t ra e & Office vocation ..,32 Baxter Road ti :... .:..:...Hyanni.s........................................ t _ Owner'. ••Scott R. Condinho ............. . ........... ... _ r Type of Construction ......Frame _ ........................................................................... _ Plot, Lot ......�..... ..... . ..... , w J Permit Granted ..October 26,'.• .19 87 Date of Inspection - 19 ! i Date Completed ......... :.............19 i IF f 9 r t.aTs a 4-7AI48A n 18) 13-3 S, - !-,7- z8-� � 4- � 9 Cx�s7"ivG �o v,t1 p,q%�orJ 4'± -- G - 14 A. «fi fY R it y :rIv ` ±{ CERTIFIED PLOT PLAN ---- LOCATION �� Nis , tlAs� l cezriF t TUAT r4a FoowDAr)0(-4 SCALE ' DATE Ic_. - /_5- � - %s �ac,a7-eo oiJ Y-N s &aov Na As — �' 5t4owlQ NEeEoW A(J > IS Oo-r PLAN REFERENCE LoGA'f"l:.t i IIJ rNE FL-00D PEA1 N. Lc,-T-5 4-7 A 4 4 G A PL 13L I o DATE : ° I S t7 V2ti - << y(�G��'�_ B A X T E R 0 NYE, INC. THIS PLAN IS NOT BASED ON AN REGISTERED LAND SURVEYORS INSTRUMENT SURVEY AND THE OSTERVILLE^- MASS. OFFSETS SHOWN SHOULD NOT BE USED TO DETERMINE LOT LINES APPLICANT Assessor's offioe .(1st floor): :.. . ...... ' THE FT Assessor's map and, lot number ... „/�...^.fo�. ........ Quo o�♦ Board of Health (3rd floor): d� Sewage ,.Permit , t, purrs er ........................................................ i BAHII9TOBLE, Engineering!:;; ,'•'artmRrnt (3rd•floor): �+�b3 0� a HousenUm er :........................................................... .... Y'a- D yp APPLICATIONS`Ir' -O&ESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........0 C L jS DCcJ£'L //V C .......... ..................................................... TYPEOF CONSTRUCTION � M..................................................................................................................................... ..............1 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .....e.2..... 2...... ......... ! .�JF!.?!. I...................................................................................... ProposedUse ............................................................................................................................................................................. Zoning District .........3...........................................................Fire District ..........�A7.*<J /.lr................................:.............. Name of Owner IZQ. Q..z......�c ....to.0.r✓ .i �.o..............Address .2,5.....? O f..S? S7 w. ........... Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .....................................................:........................ Exterior .... 0C3 ...'.......................................... .....Roofing Floors .......�� C2 ...............................................................Interior ...................:................................................................ Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board _____________________19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 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 ............ .. ......� ......I . Construction Supervisor's License .................................... CONDINHO, SCOTT R. No ...3.Q.9.3.1.. Permit for .....DEMO.LZHIi.......... .....SA.Ug1a.....F.amiiy.... w. e-i.Limy....... Location.....3.2...B.ay-ter...Rcaaci....................... ......H.y.an ra i.s...................................................... K Owner ...5G.o:tt...R-.-Condinho.................. Type of Construction ........Frame........'............. ' :. ............................................................................... Plot ............................ Lot ................................ Permit Granted ........June...3.Q..............19 87 Date of Inspection .......... .........................19 -Date Completed ......... r a J f s Assessor's offioe .0st floor): OF TN E TO Assessor's map and, lot number 2� �...^..�a�. ........ Board of Health (3rd floor): Sewage.,P,erm t pumber ........................................................ t BaB39TSBLE, ! Engineerm gar. qt (3rd floor): ��o M & 0� 1639- "House ntah .............................................................. APPLICATIONS''�12&ESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR ^l APPLICATION FOR PERMIT TO ......... ................... TYPEOF CONSTRUCTION ..................................................................................................................................... ................. ------- ......1977 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Z / Locationf?X7' 2......�C of.............. •ci..... ...................................................................................... ProposedUse ................................................................./........................................................................................................... Zoning District ........:L?............................................................Fire District ...... .....G1!(14r............................................... i nn _/ Name of Owner .. 07.-/.....lC..... o.✓�,i44.o..............Address Z.J� �.. s7 Gt/ �. /�.u.�%��p2T Nameof Builder ....................................................................Address .................................................................................... Nameof Architect .....:............................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation ..................................s.......................................... Exterior ..... 4.Q..1�............................................................. Roofing Floors .......�OC� .............................................................Interior ............................................:....................................... ........... Heating ...........................Plumbing Fireplace ..................................................................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board ________________________________19_____�__ . Area .......................................... r Diagram of Lot and Building with Dimensions I Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 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 ........... w,,., V�......�...... .�. ........ Construction Supervisor's License .................................... CONDINHO, SCOTT R. A=310-122 No .3.0.93.1.... Permit for ...DEMOLISH............ ......Single,-Family..D.we-l-lixig......... Location! .....32..Baxter...Road...................... ......................HyannIs........................*1.......... Owner .........Scott..R—Zondixillo............ Type of Construction ......Frame•..................•••• ........................................................................... Plot ............................. - Lot ................................ Per6t Granted .........qupe...3.Q.............19 87 Date of Inspection ....................................19 Date Completed .......................................19 Assessor's offioe (1st floor): Assessor's map and lot number .. .. f... ...J......... ............... Board of Health (3rd floor): Sewage Permit number a n.!!.............4� '/q.•• .. �w oK Kam)• �jP+�4614, BAS AOL LE i Engineering Department (3rd floor): / sago. \e�° House number ..............................�..3.�....................... �0 YPy d' APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE • BUILDING INSPECTOR APPLICATION FOR PERMIT TO . . �. ....I ......... TYPEOF CONSTRUCTION ........................................ P ................ ..................t....................l...Y....:...... r ...............� 1...1.)............19.�7. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..a?....../ f►.X7-17 1Z>.......!4J ..................................................................................................................................... ProposedUse ... ............................................................................................................................................'.... Fire District ...../..,. Zoning District ...... H l/.t<lAJ1ll1.f:S.................................................. r Nome of Owner .c . �n.T. ::..!e..I.. .Antl�.ln�.�.�.................Address ?.(.e.... ...... ........... Nome of Builder r, Q IJ..I.CF.....0...0............Address NP.?!.A.......... . ?. .................................. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ......R........2.11Ay.S................................ ..Foundation .. ..ca Q.T�a�... �n.C.4.c.i.-4........:................. ........ lL,t' 7� Exterior ...�.....:,.I.,,J,.............................................................Roofiin g ............r.. . ... �.:......................................................... 5 ' Floors .......�'N.�2 �-;.lei...r..................................................Interior .............`•r?Y..e. ......................................................... Heating. ........... . .. .............................................................Plumbing ..,.... ....... PT{nS.. .................. ............. ................. Fireplace. ..........Mo.o."SS ................`....................Approximate Cost ........1 1. Q�1............................................ ... Definitive Plan Approved by Planning Board ________________________________19___•___ . Area Diagram of Lot -and Building with Dimensions AFee ..... .....,y..........:........:.�.....:... • �® SUBJECT TO APPROVAL OF BOARD OF HEALTH t � 0� o g-1 I r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I I hereby agree to conform to all the Rules and Regulations of the'Town a arnstable�reg rding the above , construction. �" 4 P c � Name .::..��-D �. �/_ ��a.....................� ..... Construction Supervisor's License ........'.:.;`. CONDINHO, : SCOTT R. A=310-122 16 1Q 31341 i Commercial Bld No ................. Permit for .................................... g .....Storage...&....Office.......................... Location ... 32 Baxter Road ............................................... ........................fiyanni s..................................... Owner .........Scott R. Condinho Type of Construction .....Frame... ......................... ............................................................................... Plot ............................ Lot ................................ Permit Granted October 26, 87 ....................I..................19 Date of Inspection ....................................19 Date Completed ......................................19 N I TOWN OF BARNSTABLE SIGN PERMIT ' PARCEL ID 310 121 OOA GEOBASE ID 40322 ADDRESS 32 BAXTER ROAD pi.gONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 57115 DESCRIPTION DIP N STRIP 20 SQ FT N/C PERMIT TYPE BSIGN TITLE SIGN PERMIT i i CONTRACTORS: Department of Health Safety k ARCHITECTS: and Environmental'Services TOTAL FEES: COND $.00 ptr ONSTRUCTION COSTS $.00 . Qi► 753 MISC_ NOT CODED ELSEWHERE * BARNSTABLE, • MASS. . ED Mlr►I BUILDING DIVISION DATE ISSUED 11/13/2001 EXPIRATION DATE �`- Town of Barnstable Regulatory Services ( � Thomas F.Geiler,Director a" MASS. Building Division �iEo MAC a Peter F.DiMatteo, Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector fW�l Pit 0 � Treasurer x- Application for Sign Permit Applicant: ► ) �TD , Assessors No. 31.-�_ Aa OV/3 Doing Business As: i � f Telephone No Sign Locatio (� Street/Road: kkC C Zoning District: Old Kings Highway? Yes/No Hyannis.Historic District? Yes/No Propert3, ,O-VMejrj lA� Name: I �� Telephone: Addres �� Village: f V�O� Sign Contractor Name: h`1(r'11� Telephone: Address: Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes (Vote:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Or ance. C Signature of Owner/Authorized Agent: Date: Size: U Permit Fee: Sign Permit was approve Disapproved: Signature of Building fficiak Date: Sign l.dor rev.8/31/98 ti c ware scorr cowKA,cRic oREw•A a4RN ccAw( t _ FEO cRmr uwom GRANT SEWER EASE ..ane•.�w,or r.ur,..s.t.r S� ro Rmcov 4 GmAwe a RoeERts RODGER E. d e '" .,s 1...:. S" OEM iocw PA" /�� r.f w.a 15 AAC..w,A rAws GUYL A/NE - ROSER TS ,+ nE wosrrws ur Otres I., DEED 3206 - ?80 PLG eers^ r�l�H60,Al, s!7-Ol-N w fali "17 aim — LOCUS MAP FOR R,'CSrR. U4. • ,eu e � ,u.....,..r„o.a..ao.4s wr;T.uo ca».crsv.w,K •! .V.'£AA!3•SOlr 9 I .nela.rnran.a...e wn..o n..r.r,u[r..o nca,um. JaO UA!!P S t arJrn nt�.rav tar..roa aee�.na.x�++,om MAeaa I. I �lJ UN/T UN/T uA7r awr • / ? 3 a i/Tee g 6� WILL 4—IKY.4/,L w a i ( 9 Z NFEA fbOttO F y O O , CC r Y ARCI AA7U .R� I 9hS.so F 9w,s0 rr 177�Sp Fr w71�J0 Fr ,1 I ' war,ado r Q I yQ, � � l.M r.SL nrwnc J�ir�fB Ste/d �'" SN am. .r a► e+ r AREA.fslrso fl I (}- Lc�P LLI UMr 7 �` o �1 V --- v ct- 919-jy FT .ayr I /cER rfY rnA r rk4S P(AN F(aL Y AA0 ACCLRA rEL Y OCRC rS rW L OCA MV co d_ - .AAV DACN rAYS Or Y}C SLa-D ICS „ AS sm r AJO FLLLr LLfrs RC cmrs COVrAAED TAEl'£N In I ell N 6?— a. 1� CArE PALL A..CR•rkCW"LS- LO p Psq ar LOT 48A ,.Lr ' L__ Lor 47A '�" ---- _ '\ ,Qao / � � � / PLAN OF LAND t BLeLLYrv6 f� �C=D _1 _ Y rw 1 L OCA TEO AV HYANMS, BARNSTABL£ ASQSS. p•!ne vnm 7A; SHO WWG — 67 / C0&f,'ZRCI4L CQADQ&WAMS ——_—( :• OEc£ABER 3c1 1997 PROIARM FOR EdY�/S STREET SCO T T CON©INHO " - 4�, TRUS TEE YANKEE SURVEY CONSULTANTS 141 ROUTE 149 ACM AREA Or LO rS 44A'A 4rA.A4237 L: MARSTONS MU.S, MASS. SY6PE FACTOR . AL3 02640 O p 20 SO PLAN REFERENCES.' ' seALE r.ro roe! P.L. Bx d p4jgFIc1.7 L.C.- Arr FLOOD ZONE.'C BUSINESS ZONE B ASSESSORS LOTS 3/0-/2/A 3/O-/?? PL.- BK.K-'JO TQ9--P4LSp p 1' OF Mar„ /sse AUL A.' p tiG PA L MERITHEW No.32M 32098 - ��zofESS\QyPy �ssl SUR� ' lq�� SURVEgO¢ lgNO ��o� r,. 4`an" x m It dN e f �.,�,.� � P �,' '� t •. ._ � c°�' - ,: �� v_ _�� ='w<.z e � � . ,�. ,, �� '�� sl'.c�.��--- �� - � mil, -.�- ��'��-�" MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) - TOWN OF BARNSTABLE Date_ /� _ 1971 Hyannis, Massachusetts -_ Y ' Permit #_ �/0 Building Owner ' s AT: Location J2 i� Y �C �� Nameit `� Type of Occupancy: New Renovation Replacement Plans Submitted Yes [] No N Y W (n N N U � � N F^ y x N W O WjJ 0U m W .. CCz ~Ma O z O W '4 - �Ooc ==W tW a m rq cc x O N OQ x o O > W W W W W 0 .4 o x a tr W x W R- W H x U a: C7 F z J H z f, W W O > LL H 0 .� f. W z a W Q x I- Y. M 0 z 0 z W O N x a W > oc W z a a a a 0 o w O W H x = O C9 x W a 3 c O J U m > a a H O SUB—BSMT. BASEMENT 1ST FLOOR P 2NDFLOOR 3RDFLOOR 4TH FLOOR STH FLOOR 6TH FLOOR 7THFLOOR STH FLOOR (Print or Type) Q � r Check One: Certificate Installing Company Name . ;�---- ® Corp. Address // c$77//3l _J-1- 6(14�)t/017- partnership D-f'irm/Company Business Telephone 7061 Name of .Licensed Plumber or Gasfitter 1 hereby certify that all of the details and information I have submitted (or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General laws. Byac�c. c� ,� TYPE LICENSE: L Plumber Title G g5 Gasfitter Signature of Licensed 1 aster Plumber or Gasfitter City/Town �r n_g�-��of Journeyman APPROVED (OFFICE USE ONLY) License Number I BELOW FOR OFFICE USE ONLY FINAL INSPECTION SKETCHES PROGRESS INSPECTION �2--� FEE ' N O. •'��11--� � APPLICATION FOR PERMIT TO DO GASFITTING NAME & TYPE OF BUILDING LOCATION OF BUILDING PLUMBER OR GASFITTER LIC. NO. PERMIT GRANTED DATE 2C4 i 2 19 Q, GAS INSPECTOR P 015 Lj9J..,89EL. Receipt for- Certified Mail .� No Insurance Coverage Provided �. Do not use for International Mail (See Reverse) sOmmerce Corners Condo . Ste Ad o. . rst '32 Baxter Road P.O.,State and ZIP Code Hyannis, MA 02601 Postage Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing p� to Whom&Date Delivered m Return Receipt Showing to Whom, c Date,and Addressee's Address 7 t TOTAL Postage C &Fees Is aPostmark or Date M E `o U. 0 a STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES(see front). m 1. If you want,this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attachlfd and present the article at a post office service window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the return address of the article,date,detach and retain the receipt,and mail the article. m. 3. If you want a return receipt,write the certified mail number and your name and address on a c return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits.Otherwise,affix to back of article.Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 00 4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee, M endorse RESTRICTED DELIVERY on the front of the article. E. 0 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If uL return receipt is requested,check the applicable blocks in item 1 of Form 3811. N a. 6. Save this receipt and present it if you make inquiry. 102595-93-z-0478 °' S DER: V �- I also wish to receive the rn • Complete items 1 and/or 2 for additional services. N �- Complete items 3,and 4a&b. following services (for an extra N to '--Print your name and address on the reverse of this form so that we can feel d 4wurn this card to you.m ---Attach this form to the front of the mailpiece_or on the back if space 1. ❑ Addressee's Address rA ,1(n not permit. ry a t 'Write"Return Receipt Requested"on the mailpiece below the article number. 2. El Restricted Delivery • The Return Receipt will show to whom the article was delivered and the date V c delivered. Consult postmaster for fee. 3. Article Addressed to: 4a. Article Number P 015 493 890 Commerce Corners Condo. Tr fib• Service Type 0 CYO Dudley Scott ❑ Registered [I Insured � � c rn 32 Baxter RO d 1XCertified ❑ COD LUHyannis, 02601 ❑ Express Mail ❑ Return Merchand seipt for C 0 7. Date of eli ery 4- 0 0 Z5. ignature (Addressee) 8. Addresse ' ress (Only if requested x and fee is paid) LU 6. Signature (Agent) ~ HPS Form 3811, December 1991 *U.S.GPO:19a3-352.714 DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE I I Official Business PENALTY FOR PRIVATE I USE TO AVOID PAYMENT OF POSTAGE,$300 I o I Print your name, address and ZIP Code here l e e Town of Barnstable Building Division 367 Main Street j Hyannis, MA 02601 I I ii=:=:d:W1s:j(i:t:::fill:i lii S 04� The Town of Barnstable BAMRrAJnX MJO& �o� Department of Health, Safety and Environmental Services " Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-775-3344 Building Commissioner September 14, 1994 Commerce Corners Condominium Trust CIO Dudley Scott 32 Baxter Road Hyannis, MA 02601 Re: 32 Baxter Road, Hyannis, MA Dear Mr. Scott: After reviewing your building and especially, all the individual uses within the building, I must inform you that as currently occupied and constructed, your building is considered unsafe in accordance with Section 123.1 of the Massachusetts State Building Code. The reason is the fact that it is"especially unsafe in case of fire" and must be upgraded in accordance with Article 10 Section 1002.9. What this means is that the building must be sprinklered. You must take immediate steps toward this end and report all progress, on a regular basis, to both my office and the Hyannis Fire Department. If this is not immediately initiated, I will unfortunately be forced to post the building as unsafe and obtain an exit order against all occupants. I realize this may seem harsh, but from a safety stand point, your immediate action is essential. We expect to hear from you soon after you meet with the other condominium owners. Sincerely, Ralph M. Crossen Building Commissioner RMCIkm 3 ' i cc: Hyannis Fire Department Certified Mail P 015 493 890 R.R.R. 310 -/ �� :� LIM \ • 'i tt %�• I Jam' I � ,ri '� •{♦ '/� i .... ! f f+ �\Vr� r ' Y 'r +f _.,{ try+/ 1, �• �� r. �r j r f• . ! V •S JjY 7 Jkl ' - f•• I`.�'„ f::d + }, • ,. ' .� ? � � f,.'� 'fry r " - Ff - 1, .�li , > I ..r. IYl. a it ' � t• .�. » All f� ;✓ � �� t r ! i f f d ` -� - Any � � 1. � i � ' y , + y' � • , • •r t• � - I 1 . y c y r fj • 1. A/'� COMMERCE CORNERS CONDOMINIUM TRUST C/O DUDLE`( SCOTT 32 BA TER ROAD H''•;'ANNI S,tYABS. 02601 COMMERCE CORNERS CONDOMINIUM TRUST t ST- Z ti t� UN I T OWNERS UNITS # 1 tw 2 uu CvQ{Qf< �� 7 GI_IGLE•Y SCOTT 775-7044 WORK + 2vpl4IC+ + SAY 362-6935 NIGHT 2 ACORN HILL DRIVE YARMOUTH PORT MASS 02675 UNIT # 3 NELSON MALCHMAN 775-5-665 WORK '( SURPRISE FURNITURE WAREHOUSE LTG I''r'F;t•• OUGH R.G. H'YANNIS MASS. 02601 i Il i Et-••1 I T # ; & 5. f � C:HR I S PAGE 775-2120 HOME 7� - CLEVELAND STEEL CONTAINER CORP 1: 1 S COIT ROHG CLEVELAND ,OHIO 44108 V. 144 I RV I NG AVE PO BOX 372 H`'i ANNI S MASS. 02601 �.I UNIT # DAV I G P I ETRO 524-8961 WORK 5 EHSTING ROAD . BOURNE g MASS i i 2532 �JN I T # 7 GAV I G G. EHART 425-5855 HOME 771-5022 WORK 497 WEST MAIN STD �. HYANNI S , MASS 02601 f IT LEL O BERTOLr`;t�••!I 100HC+h1E OCTOR ST . N , MASS . 01720 � r 7 z py� MvrE'scorr cmimmo.Laic agcw.,BARm cO'" T -- Fm cRmr Lmm `t4mr SEWD?EASE RODGER E. 8 10q P� TO ROoQw t GuvL4ow E RYa9DPri. sEE umeooK p GUYLA/NE E. ROBERTS DEED 3206- 280 P _ Q) 'urM SJ2-OJ-A)w 7129 Ar .eaar .. ereouarra¢ sal 1--' -———— '---I. LOCUS MAP FOP R£GISMY USE �I J O O \\ l cDw7FY rmr R6 PLAN WAS AM"NACCORDA.VEN/T 5�\ XM", •wn I Iwn.rPE RCGLLA7)0� D•rrc Rrosrnr D�ACMS 1! '6 Or r}F coawKW WEAL W ue WSSACht4XTTS AA0 C) I � 11.... I CQFA uYGf7rAADLouniOv C h W R A 7QYLN7iC7T IhE UN/r UN/T UN/T UN/T \ \\ \\\\�8 avers a-sAs maG 3 � I / 2 3 4 E 4 t PALL A AEAI) W RJ ri�TE— C O PI I •�. "e: o C O D •� um c ci •p ►\ j L j I Q s T= C C y 6''� .or ArwR9 C k , i O r I j °- o W 11 cQki I-D-N l I .1e-R L �" I ~ wC \ U cO co gl ii k k cz N Q SZ y 'I UN/r B O a � LOT 48A ; AV"`r I Q1 o m LOT 47A ti Own \ l PLAN OFLAN0J BUILDW to O \ _ 7s.ov \ ' LOCATED AV S )G.BI HYYANNIS,BARNSTABLEMMASS J9-I1Jyr,e SHOWNG CVAMOMA COAV041?J AI �'Q V .0 — \ DECOKW 30,IM7 PREPARED FOR ` +. LE .E _ � lY/S ND/NHO S S CO T T CO � o-p �`� lb TRUSTEE t z h YANREE SURVEY CONSULTANTS 141 ROUTE 149 w M AREA CF LOrS 4m t.rA-ML23P SF. MARSTONS MILLS, MASS. 9.a'E FACra1 . AS o294e PLAN REFERENCES: O 10 20 30 - P.L. BK. A PAGE/03 SCALE r•,V/w L.4 11.5198 Sneer 2 FLOOD ZONE.'C BUSINESS ZONE � -' ASSESSORS LOrs 3/O-12/6 3/0-122 PL.BK./09 PAGE 7 I.SRB NorC scorr coAnr#a.Dw a7m.s BARK caw,fm 1 rO Roic�s or�AMC E R�rs EA se RODCiE E. 8 l09 P� \ SEE cm BOW PAGE GUYLA/NE E. ROBERTS �,,8`` DEED 3206 - 280 tr1 �l uw. S32-03-0w 1 M IQA7 7S?9 tTOOULIr/D�Q 76J1 1 w _ LOCUS MAP i \\ \ \ P aAr7Fr rNA r 7M6 11 N/T s \\\\� i WrH 7PCREM"na Lu O-7TF COAA1Ra'VWEA. i UN/T UN2T um T U 4/T \ \\ \\\\� I ACaWArELr w7s I-spas et Z PALL A.AAovrr7tw•i • ar UN/T 6 I 'y'•r ' Q, SM I e o •m, — I,r,eis y' a rasr UN/T 7 — L R O I UN/T B i o h cAlm I� ' - h I —1 aaw I��---_r--_—/ `n r p,r Lor 48A x ,�,«► � Lor 47A —� O �� \ N OF LAND d VIP PLAN 7600 LOCATED N \ ' _ - — - - HYANN/S, BARNSTA w i.mi SHOWN �- _ I CA IV" COAVAERC L S'lREET SCOT T CO TRUS YAWEE SURVEY CONSULTANTS WI ROUTE 149 NorC AREA of tors.QA s 47A-1"37 SF. MARSTONS MILLS, MASS. S►LAPE FACTOR . /6.3 02648 PLAN REF 0 10 20 30 SCALE r.10 1"1 FLOOD ZONE.- C BUS/NESS ZONE -' ASSESSORS LOTS 3/O-/2/S 3/0-/22 ��' 'FIRE DEPARTMENT CuSL®m L EcIIIIIIIIIIII SCHOOL ROAD EXTENSION ANNIS, MASS. 02601 AUTO & MARINE SPECIALISTS HIGH PERFORMANCE SERVICE/CUSTOM ELECTRONICS Peteetvzj Salle .C'iveaBUS. [508] RES. rr508 BUSINESS: 775-1300 790_4225 BRAD WAHL 428-9365) ON INSPECTION REPORT EMERGENCY: 775-2323 32 BAXTER ROAD • HYANNIS, MA 02601 ' LOCATION �� xi"`_� t.)�;r n r��x 2-oi ! <. PHONE a BUSINESS OWNER �R ^�Rtfit, a`j:' +.ti:,+ bfi�r--i. fv\K' _ Mlu_ ' PHONE: 7i� _<I�(,` BUILDING OWNER (�x�n�.:-S?;,C= f tire- T, 1 1 —PHONE: TYPE OF BUILDING CONSTRUCTION HEATING SYSTEM 1`iu 1�( T ir1 � ' •K,� ��:.'� Ill i i._ SPRINKLER SYSTEM YES �l10i TYPE: PSI : / F .D. CONNECTION LOCATION SHUT—OFF: SERVICE CO �-� PHONE FIRE ALARM SYSTEM YES PANEL LOCATION: SERVICE CO : PHONE AUTO/SUPPRESSION SYSTEM YES �O- LAST INSP. : SERVICE CO : PHONE FLAMABLE STORAGE ' DYES NO KEY BOX NO LOCATION: POWER_ 2`32 �� HYDRANTS (1) _(2) (3) SPECIAL HAZARDS VIOLATIONS 67CCORRECTION DATE (� tT (� r,,'_catqe vl I l`•r• 1Z• �_L� ,�i l 7e'p'6 FIRE DEPT. INSPECTOR DATE• OCCUPANT PHONE: EMERGENCY PHONE NUMBERS 1 PHONE: 2 PHONE: 3 PHONE: 1 TOWN O F BARNSTABLE Building Department - Foundation Permit to � � �7 Name-. � esooi� grow? iir D Location AVA-64J S L%_ p. of Bldgs. 7S- ON w 00 ' � . o -- I � z � C I.. I U � �♦ N , FX/5Tidl4�F- 576�L v F � 4�350 MI 0 STREET �T WW�F-BOX 9„ PROPOSALI�!® 3600 �FST YAAPoIdUTH,MA 02673 TEL:(508)775-2800(800)698-3993 Septic Services A. Mechanical Services Pumping& & E=5 Heating& Plumbing Installation carico Fire Sprinklers Since 1930 TO: Commerce Corners (".ondominium `Trust November 4. 1994 C/o Dudley Scott 32 Baxter Road Hyannis MA 02601. A & B Canco proposes to supply engineered plans for the installation of a fire sprinkler system as proposed in our letter of November 2. 1994. Plan to comply with NFPA and Hyannis Fire District requirements. The plans will include hydraulic calculations and be stamped by a fire protection engineer. For the amount of: $ 1,000.00 Terms: We require a 50% deposit upon acceptance of the proposal; balance upon completion of plans. Respectfully submitted. J. Scott Cannon J SC:ef TERMS 4 This Proposal subject to revision if not accepted within 30 days. Balance due upon completion. Subject to Mass.Sales Tax-where applicable. A It is expressly agreed that title to all materials is to remain with 8B Canco until contract is paid in lull, Unless otherwise stated-progress billings will be presented each month for all labor and materials on the job sao.and are due and payable whin 15 days of receipt of invoice. Failure to make payment as above stated shall constilute work stoppage and a bookkeeping and finance charge of 1'h'o per month or an annual percentage rate of 18%on balance past due 30 days and over.8 not paid when due.the buyer agrees to reasonable costs of collection including attorney's fees. A All labor and new materials furnished and installed by 8B Canco are guaranteed for one year.This installation shall be in accordance with all local,slate end utility codes governing such work. Master Plumber 45715 Master Pipe Fitter OM8703 Master Sprinkler#5186 Septic Lic,a18 , Ji ed by: i WHITE- -1000 COPY Buyer YELLOW-CUSTOMER COPY PINK-FILE COPY Buyer__ The Town of Barnstable BAA g NAM ��' Department of Health, Safety and Environmental Services r�°i Building Division 367 Main Slrcel, Hyannis MA 02601 Office: 508-790-0227 Ralph Crosscn a Fax: 508-775-3344 Building Commissioner September 14, 1994 Commerce Corners Condominium Trust C/O Dudley Scott 32 Baxter Road a iyannis, MA 02601 Re: 32 Baxter Road, Hyannis, MA Dear Mr. Scott: e After reviewing your building and especially, all the individual uses within the building, I must inform you that as currently occupied and constructed, your building is considered unsafe in accordance with Section 123.1 ofthe Massachusetts State Building Code. The reason is the fact that it is"especially unsafe in case of fire" and must be upgraded in accordance with Article 10 Section 1002.9. What this means is that the building must be sprinklered. You must take immediate steps toward this end and report all progress, on a regular basis, to both my office and the Hyannis Fire Department. If this is not immediately initiated, I will rutli>rlunately be forced to post the building as unsafe and obtain an exit order against all occupants. I realize this may seem harsh, but from a safety stand point, your immediate action is essential. We expect to hear from you soon alter you meet with the oilier condominium owners. Sincerely, r /Z`�`Ralph M. Crossen Building Commissioner RMC/knt cc: Hyannis Fire Department Certified Mail P 015 493 890 R. R. R. rPr. -.--- �, +� � I An SPRINKLER FIRE PROTECTIVE SERVICE P.O. Box 999 ® W. Yarmouth, MA 02673 ® (508) 775-2800 Backflow Prevention Devices Commerce Corners Condominium Trust November 2, 1994 c/o Dudley Scott 32 Baxter Road Hyannis MA 02601 RE: Fire Sprinkler Service We estimate the approximate cost to supply and install a dry fire sprinkler system for the eight condominium units located on the corner of Lewis Street and Baxter Road, Hyannis. The cost is broken down as..f.ollo.ws: 1. Engineered plans with hydraulic calculations. 2. _....Fire main from opposite side of Baxter.Roa,d to Unit,5 in,the front _right corner. 3. Sprinkler riser.-to cbnsist,'of backflow preventer; 2 OS+Y'control valves, dry valve with'trim,, Storz fire` department connection, water,gong and oil I less compressor j , 4. 11.Sprinkler,mains from riser to all eight units f� Allow $14.000,00 to $16,000.00 z Coverage per unit is based on. square footage, hazard.. rating \and` installation difficulty factor. Sprinkler coy rag.eI I s required :.for:.,each floor area, 'concealed spaces, bathrooms, closets, etc i A.Ilow. $0.75 to $1'.00 per!,square.foot. i a All costs are estimates and fixed""pr#c#tig c.an be available upon cotnpleton of /engineering'. Respectfully submitted, It C J. Scott Cannon JSC:ef J' Master Sprinker Lic. #5186 Since 1930 Master Plumber Lic. #5715 Terms: Net 15 days. Unless otherwise indicated 1'h%interest per month(18%per annum)will be added on all past due accounts The purchaser agrees to pay all costs of collection,including attorney's fees. € �toia • The 'Town of Barnstable • DARNWABIX _ ' ` Department of Health, Safety and Environmental Services tag+° Building Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-775-3344 Building Commissioner September 14, 1994 Commerce Corners Condominium Trust C/O Dudley Scott 32 Baxter Road Hyannis, MA 02601 Re: 32 Baxter Road, Hyannis, MA Dear Mr. Scott: After reviewing your building and especially, all the individual uses within the building, I must inform you that as currently occupied and constructed, your building is considered unsafe in accordance with Section 123.1 of the Massachusetts State Building Code. The reason is the fact that it is"especially unsafe in case of fire" and must be upgraded in accordance with Article 10 Section 1002.9. What this means is that the building must be sprinklered. You must take immediate steps toward this end and report all progress, on a regular basis, to both my office and the Hyannis Fire Department. If this is not immediately initiated, I will unfortunately be forced to post the building as unsafe and obtain an exit order against all occupants. I realize this may seem harsh, but from a safety stand point, your immediate action is essential. We expect to near from you soon after you meet with the other condominium Owners. Sincerely, Ralph M. Crossen Building Commissioner RMC/km I, (two. cc: Hyannis Fire Department l.,`�"� vo - o �� Certified Mail P 015 493 890 R.R.R. C� �s4� �CU �- i, �c- r COMMERCE CORNERS TRUST October , 24 , 1994 32 BAXTER ROAD UNIT #2 HYANNIS MASS . 02601 Dear Unit Owners I have enclosed a copy of a letter from the town building commissioner . As you can see we are being required to install sprinklers in all the units . They can require this upgrade because the street now has a large enough water line to support such a system. I am waiting now for two estimates but the trusts share(piping from the street to each unit ) is apx. $6000 . I am assessing each unit $500 which must be paid immediately. The price per individual unit will then be estimated according to the # of sprinkler heads required. Unit ' s 6 & 8 will be the lowest (one floor) and the units such as mine( two floors) will be the highest . Once I have your quarterly dues and $500 assessment I will start the first stage. It ' s important that you realize we have no choice and that the town will shut down individual units that do not comply. I will send you the individual estimates as soon as I receive them. SINCERELY, ... Dudley Scott , Trustee P S The only good news is that our insurance will decline apx. 50 % once the system is installed. • s�ayrrnsiE. The Town of Barnstable Department of Health, Safety and Environmental Services ► '' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-775-3344 Building Commissioner September 14, 1994 Commerce Corners Condominium Trust C/O Dudley Scott 32 Baxter Road Hyannis,MA 02601 Re: 32 Baxter Road, Hyannis, MA Dear Mr. Scott: After reviewing your building and,especially, all the individual uses within the building, I must inform you that as currently occupied and constructed, your building is considered unsafe in accordance with Section 123.1 of the Massachusetts State Building Code. The reason is the fact that it is"especially unsafe in case of fire" and must be upgraded in accordance with Article 10 Section 1002.9. What this means is that the building must be sprinklered. You must take immediate steps toward this end and report all progress, on a regular basis,to both my office and the Hyannis Fire Department. If this is not immediately initiated, I will unfortunately be forced to post the building as unsafe and obtain an exit order against all occupants. I realize this may seem harsh, but from a safety stand point, your immediate action is essential. We expect to hear from you soon after you meet with the other condominium owners. Sincerely, Ralph M. Crossen P G Building Commissioner RMC/km e he. • cc: Hyannis Fire Department T Certified Mail P 015 493 890 R.R.R. L Mw, SENDER: I also wish to receive the y • Complete'.items 1 and/or 2 for additional services. m • Complete items 3,and 4a&b. following services (for an extra m �► • Print our name and address on the reverse of this form so that we can V y feel: •> 0 return this card to you. N • Attach this form to the front of the mailpiece,or on the back if space 1. ❑ Addressee's Address r0 does not permit. r t • ""R eturn Return Receipt Requested on the mailpiece below the article number. G +, 2. ❑ Restricted Delivery 4) • The Return Receipt will show to whom the article was delivered and the date V c delivered. Consult postmaster for fee. -0 3. Article Addressed to: 4a. Article Number Mr. Benjamin D. Baxter P 015 496 613 3 Box 701 4b. Service Type � ' Hyannis, MA 02601 El Registered ❑ Insured y �Q Certified ❑ COD 5 uNi El Express Mail ❑ Return Receipt for z C fi Merchandise � 7. Date of Deliver w C o 5. i nature (Addy's 8. Addressee•s Address(Only if requested Y and fee is paid) C . Signature (Agent) H 0 PS Form 3811, December 1991 *U.S.GPO: DOMESTIC RETURN RECEIPT I UNITED STATES POSTAL SERVICE I Official Business q�! LY FOR PRIVATE t > PTO AVOID PAYMENT �YY�r ,FO POSTAGE,$300 I I Print your name, address and ZIP Code here TOWN OF BAR K" T ABLE j BU I L 0 (NG 0I VI S ION 367 MAIN ;ST HYANNI S MA 02601 Bj� � I��111ii�lll�IIII�IIIi111 I111��1