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Home My WebLink About1020 IYANNOUGH ROAD/RTE132 1020 IYANNOUGH ROAD HYANNIS TOYOTA TOWN OF BARNSTABLE BUILDING PERMIT PAr.-UR D 294 003 GEOBASE ID 20560 APD111ESS 1020 IYANNOUGH ROAD/ROUTE PHONE HYANNIS ZIP - i LrT PAR D BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY i i PERMIT 73016 DESCRIPTION NEW SIGN ILLUMINATED ( TOYOTA )DEALER PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: PROPERTY OWNER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $100.00 BOND $.00 pfr CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE 10'" t * ■ARNSTABLE, ► MASS. 039. 1 BUILD 1A-D ISION BY DATE ISSUED 11/17/2003 EXPIRATION DATE 11/04/2003 01:29 915087906230 PAGE 03 Town of Barnstable Regulatory Services s Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA o26ol Office: 508-862-4039 Fax; 508-790-6230 0 l io Tax Collector r ; gel, 009 Treasurer Application for Sign Permit. Applicant; H ep,`I'her g- 'G�V ka Assessors No. Doing Business As; Telephone No.023)Zq(o-g000 Sign Location Street/Road: 102-0 S avi o u R cB �� 2. 132 N an ds MA cool Zoning District: Re Old Rims Highway? Yes/No Hyannis Historic District? Yes/No . Property Owrier Name: Jack. G. Carter' Telephone:(SOO -175-1230 Address: 1016 Y aM Village . Sign Contractor. Name: CI u.;f'"h Sion _Iric. Telephone: 5 3�� Z'721 Address:63 01d Ma! St.4 P.0. QU x 13 4, S. Y rrAOU V llage: escription Wt. OZ64,4 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? <e o (Note:Ifyes; a'wirtng permit is required) W' g are- not-Connecj i hg 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 Zoning Ordinance. Gee aftuched �2t'e� Signature of owner/Authorized Agent:of aLAf ll)ri xA-+Om Date; size: Permit Fee- Sign Nunit was approved,'- _ Disapproved: Signature of Building Official:__ �9 -KI xeof;�:: Date: G///7 0-3 Stgxl,dac mv,122B01 TOYOTA- survey sheet Page 1 of 1 280 ' Ka Info -- --- -- �-- - - 7�' LPermLitInfo ;Sign Map E-M—M us �2e' Elc�tij�r�es Eropo-sal Showroom 30'x 72' Sign Liar karma ISrQer 080up Anough Road, Rte 132 View Map 01 02 03 04 05 http://www.epattison.com/5gf4du/menu survey.cfm?transit=20119 11/5/2003 Page 1 of 1 T-2 x 12'-11',x 11'-7" ;;TOYO AI _ G x 12' 4 a ' ti http://pics.enseignes.com/toyota—us/20119/propOl.jpg 11/5/2003 t1uv�nllUij :P Ptr!J HL �.i urv5 PAGE as/as Pagc 4 of 4 LETTER QE A VTHpNIT_q.ZLQ ow-merlagmit of (Civic AJdress), /OzUIm property, give PATTISON SIGN GROUP authorization to install sigmage at the above mentinned psepe-ty, This letter shall also serve to authorize PATTISON SIGN GROUP to act as ow agent when applying for the necessary mnni,cipal approvals and permits. Datc: 0wrerJAgcnG'i" �- i,egA description of property; r r hltp:/ltiwvw,epattisc�n.Cem/5�fr1�ltUprintcrF.cier+dly.cfm?tratlsit=201 l 9 2003-09.25 4 •d 86OL-OSL B09 39IHdd31W3 SINWHAH dLE :ir0 EO 90 100 PROJECT NAME: c_n �. ADDRESS: :: y! ►c PERMIT#. - PERMIT DATE: M/P: G_ .LARGE TROLLED PLANS -A IN: Bob , Z SLOTv t .Data'entered rn MAPS program on: BY: e — _ fi TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . a�► � . C',1 C� o Map Parcel pplication Health Division Date Issued f ? Conservation Division h Application Fe�S Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board_ L�U i ..;aHistoric - OKH _ Preservation /Hyan i _ - �'nV Project Street Address NU D 9--;) Village I� Owner C��-eV_ Address 102-0 iraN LC44- f:T> . Telephone Z Permit.Request -T-6 -lll,yb lt,4 I+�,IG &"9Pk0K 2.co L.e7i &T} 8 to t S uare feet: 1 st floor: existing ro osed 2nd floor: existing ro osed Total new q 9—proposed 9—proposed Zoning District Flood Plain Groundwater Overlay Project ValuatioA01 coo. 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 ❑ Commercial ❑Yes ❑ No If yes, site plan review # - Current'Use _�__., _, - -., Proposed Use -- - — - -�--- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name U S Telephone Number iGDg Address License # IMP( 5 &q— 0-> &G6 Home Improvement Contractor# Worker's Compensation # w6' D 31(P?60 U ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE CKr DATE �� FOR OFFICIAL USE ONLY APPLIC ATION# DATE ISSUED , ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER ti t 1 DATE OF INSPECTION: s FOUNDATION i?y -,FRAME .. INSULATION'- .} FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL `t GAS: ROUGH FINAL .f t. s FINAL BUILD-ING., - s _c DATE CLOSED OUT ASSOCIATION PLAN NO. 4 � r The Comrnonlvealth of Massachusetts �^ Department'of Industrial Aceidentis - Office of Investigations 600 Washington Street t Boston, MA 02111 yy www.mass.g ov/die davit: Builders/Contractors/Electricians/Plumber-s Workers' Compensation Insurance Affi Applicant Information Please Print Legibly Name (Business/Organizationitndividual): QDN921-C H"IL.DS ZK. Address: City/State/Zip:S.✓C �(�tS DZ &0 Phone #: 50 3� '2 0, Are you an employer? Check the appropriate box: Type of project(required): 4. [] I am a general contractor and I 1. I am a employer with 6. � New construction employees(full and/or"part-time).* have hired the sub-contractors.. __._ _._. . . 2_❑ I am a sole proprietor:or partner- listed on the attached sheet.. Z, ❑ Remodeling These sub-contractors have g, 0 Demolition ship and have no employees employees and have workers' working for mein any capacity. 9. Building addition No workers'comp. insurance comp. insurance t ❑ 5. [� We are a corporation and its 10. Electrical repairs or additions required.] 3.❑ 1 am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12 ❑ Roof repairs insurance required.] t G. 152, §1(4), and we have no employees. [No workers' 13:� Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy-information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those critities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am arc employer that isproviding workers'.compensation insurance for my employees.. Below is thepolicy andjob site information Insurance Company Name: iJ 1.tV1 �CFyL Policy#or Self-ins. Lic.#: fT D 10 Expiration Date: I I I I Job Site Address:1020 ANN(UGH City/State/Zip:14'( IV 6 0LE(J0I 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 under the pains andpenalties ofperjury that the information provided above is true and correct: • � �S `a ' Signature: Date: Phone# qX__ 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): /Town Clerk 4. Electrical Inspector S. Plumbing Inspector 1.Board of Health 2. Building Department 3, City 6. Other Contact Person: Phone#: information and fnstructi0fis Massachusetts General Laws chapter 152 requires" equires 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." t dividual, partnership, association, corporation or other legal entity, or any two or more An employer is defined as "an in of the foregoing engaged in a joint enle�prise, ty, employing employees. However the and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal enti owner of a dwelling house having not mor e than three apartments and'who resides thercin,.or the occupant of the dwelling house ofanother who employs persons to do maintenance, constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or 10cal licensing agency shall withhold the issuance or ewal of a license or permit to operate a business or to construct buildings in the commonwealth for any ren applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states "Neither the conunonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the insuuance 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 sihiation and, if necessary,supply sub-contraetor(s)name(s), addresses)and phone number(s)along with their certificate(s) of anies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the insurance. Limited Liability Comp members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, apolicy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage, Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pen-nit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly.- The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the.permit/license number which will be used as a.reference number. In addition, an applicant subm nt that must submit multiple permit/license applications in any given year, need only it one affidavit indicating(city m or policy information(if necessary) and under"Job Site Address" the applicant should write"all locations 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 bum 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 . Fax # 617-727-7749 Revised 4-24-07 www.mass'Rov/dia PROJECT NAME: ADDRESS: l�Zb Gvthp ��j. V-1 �S PERMIT# PERMIT DATE: M/P: o� L4 LARGE. ROLLED PLANS ARE IN: BOX Z SLOT l� Data entered in MAPS program on: z a BY: i q/wpfiles/archive I mmues International New tnglana I o:eroor or Insurance t.;overage(1omau4b311) 15:13 01118110GMT-05 Pg 03-04 Client#:123396 ROBERTCHIILI A- -�, CERTIFICATE OF LIABILITY INSUMNCE �9,812010Y��I PRODUCER THIS CERTIFICATE 131SSUED AS A MATTER OF INFORMATION-7 "us international New England ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR �222 Mlliiken BIVd ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Faii River,MA 02722 508 235-2200 I INSURERS APFORDING COVERAGE NAIC# INSURED INSURER A: Union Insurance Company 25844 Robert Childs,Inc INSURER B: Acacka Insurance Cornj2ny 31.325 PO Box 1431 INSURLR;' 169 Great Western Road , • South Dennis,MA 02860-1431 INSURER D. INSURER E:' COVERAGES r - —' THE POLICIES OF INSURANCE LISTED BELOW PAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY RPOUiREks i,TERM OR CONDITION OF ANY CONTRACT cR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER71FICATF MAY BE ISSUED OR MAY PFRTAW,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICES.AGGREGATE LIMITS SHOWN MAY HAVE 8;..CN REDUCED BY PAID CLAIMS- TR an TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE PCUCY EXPIRATION DATE tMKVD,YYYY1 DATE Y LIM!TS A GENERAL LIABILITY CPA019895013 01/0112010 01101/2011 EACH occURRENCE 51000000 X COM u,xg MERCiAL GENERAL i AHILITY %M r;-E TO RENTED EIAiEa s3OO,000 LAIAIS MADE CCCUR MED EXP:Any ona oersonj S15 OOO PERSONAL&ADV INJURY S1 000,000 GENERAL AGSREGATE s2 000 000 GFNL.AGGREGATE LIMIT APPLiESPFP: PR000,'.TS-CooAP10PAGG s2000.000 POLICY X PRO X IOC AUTOMOBILE LtABOTY MAA019895113 01101/201D 01101/2011 CONSSINED SINGLE OMIT X ANY AUTO (Ea acadent; $1,000,000 ALL OWNED AUTOS BODILY INJURY SCHECULED AUTOS (Per person) S X HIRED AUTOS GODiLY INJURY S - X NON4)MED AUTOS (Per accident) PROPFA..TYD.AIAAGE S (Per acci]err GARAGE UASH.ITY AUTO ONLY-EA ACC:C£1JT S ANY AUTO - .. OTHER THAN EA ACC S AUTO ONLY: AGG S _ B I EXCESS IUMBRELLALIABILITY CUA019895213 01/01/2010 01101/2011 EACH OCCURRENCE s±,000,000 :xj OCN'UR 1-1 CLAIMS MAUE AGGgEGATE. S1 000,004. DEDUCTIBLE S RrENTION S s A WORKERS'COMPENSATIONAND WCA031676510 01/01/2010 01101/2011 X, WCSTA,TT• 0TH- ENPLOVERS'LIABIUTY ' ANY aROPRIETORRIPARTNER/EXECU rt TI',E , E L EACH AC;@ENT $500 000 tNfenrle`tory".13 EXCLUDF07 INI es desa"under �i E.L.DISEASE•EA IMPLOYFE S500,000 It PROVISIONS Wtow E.L DISEASE-POLICY LIMIT 400,000 JOTHER - -- —— CESCRIP11014 OF OFSRATIONS/LOCATIONSI VEHICLES i.EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL FROASiONS CERTIFICATE HOLDER CANCELLATION 30 bays for Non-Payrnent '401G' SHOULU ANY OF THE ABOVE DESCRIBED POLITIES SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER HILL ENDEAVOR TO MAIL -,ZA DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OOLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVE$. AUTHORIZEP REPRESENTATVE lz ' .C/ ACORD25(2009/01)9 of 2 #S343423/M343410 ca 19N.2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NM001 �7HE Town of Barnstable Regulatory Services BMWSTAB NAMI e Thomas F.Geiler,Director 16;9. � � 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 as Owner of the subject property hereby a> o ze� � A �- to act on my behalf, --� in all matters relative to work-authorized by this building permit application for. (Address ofjob) S' ature of Owner Date �Y Print Name If. Property Owner is applying for permit please complete the omeowners License Exemption Form on the reverse side: Q:FORMS:OWNERPERMISSION of Tp�lf, Town of Barnstable IKE Regulatory Services swartsraBLE Thomas F.Geiler,Director MAM 1639• A,�� Building Division rfD MA'1 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.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 problerims,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:\YyrPFILESTORMS\homeexempt.DOC TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION s Map pp Parcel Application # � ' to f Health Division Date Issued ,t Conservation Division ' � Application F 6 Planning Dept. ;Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Ad�d/rress Village f T Owner Jk�at 0. -�' Address .C) Telephone _ _ 3 3 Permit Request C Square feet: 1 st floor: existing proposed 2nd floor: existing ' proposed Total new Zoning District Flood Plain C Groundwater Overlay G P Project Valuation s ®o Construction Type A) Lot Size 30. h;0 5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure X Historic House: ❑Yes 10 No On Old King's Highway: ❑Yes I No Basement Type: ❑ Full ❑ Crawl ❑Walkout aOther C52 Basement Finished Area(sq.ft.)� Basement Unfinished Area (sq.ft) /V /� Number of Baths: Full: existing 1�� 5 new Half: existing new �A Number of Bedrooms: NA existing _new Total Room Count (not including baths): existing Anew `�0 f� First Floor Room Count l� 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 ❑ ? 10 Commercial WYes ❑ No If yes, site plan review # � ow Current Use ea t P.CSh 0 Proposed Use DIW I P 9 CO 9 c APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Y ;;Name - RAOCA_ kQ_Q-P Telephone Number Address License# W (hk h3 Cam, f Y 5 1 qa S Home Improvement Contractor# Worker's Compensation # �Q`[. 74 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO vlAY-eP W'15fe. ` 7 del l _ -57 BOX70_,cl A4A, SIGNATURE DATE ` FOR OFFICIAL USE ONLY `APPLICATION# .*DATE ISSUED MAP/PARCEL NO. — y - ADDRESS VILLAGE _ OWNER f Ft 1 DATE OF INSPECTION: FOUNDATION';" 1 FRAME { ~ INSULATION_ - t r FIREPLACE t, ELECTRICAL: ROUGH FINAL I t ,= PLUMBING: ROUGH FINAL } GAS:-4 r tr ROUGH FINAL FINAL BUILDING -*t. 3 f a DATE CLOSED OUT 1 ASSOCIATION PLAN NO. -r� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 6 r;� 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): 1n Address: "O CC S 100 City/State/Zip: i`,O ' U Phone #: Are you 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-contractors 2.❑ I am a sole proprietor or partner-, listed on the attached'sheet. # ?• 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. ❑ We are a corporation and its . required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp., c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.]u t employees. [No workers' q ] 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. lContractors 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: Uaioylv e-,'fe n Policy#or Self-ins. Lic. #: CD f (a �i Expiration Date: Job Site Address: A (\ City/State/Zip:' 1�1 I 1� Attach a copy of the workers' compensation policy declaration page'(showing the policy num r 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 certif under e p ' s and penalties of perjury that the information provided above is true and correct. Si ature: Date: Phone Official u e nly. 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#: oTra�ti Town of Barnstable ` Regulatory Services . BMWGrASLE. .� MAM Thomas F.Geiler,Director ` 16 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 ABuilder I, ��- �C �- —(�/y-► L��- , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: Boa AA O (Adcftess 'of Job) /ZJ natureTY Own Date Print Name If Propea Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. , Q:FORMS:O WNERPERMISSION Town of Barnstable Regulatory Services BA SrAR Thomas F.Geiler,Director MA-9& L639 n`�� Building Division rFD µAt Tom Perry,Building Commissioner 200 Main.Street, Hyannis,MA_026.01. www.town.b arnstable.maxs Officer 508-862-4038 Fax: 508-790-6230 HOMEOWWER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMBOWNER": 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. DEFINTITON 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 Constriction 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 ID9.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a parson(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 horrmeowner 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 fom✓certifrcation for use in your community. Q:forrns:homcexempt l - r • t F p�p�u-tmcnt of Public Safct� ,:� Ma�suchu�ctts- ,r Rc�ulations and Standards Board of.Buildin, ervisor License Construction Sup License: CS 19925 t{Y4 i Restricted to: 00 WILLIAM G KELLY ,§t PO BOX 395 S DENNIS, MA 02660 611312012 Expiration: c. f i Hyannis Toyota 1020 Iyannough Road Hyannis,MA 02601 Subcontractors COSTELLO DISMANTLING 2 Rocky Gutter Street Middleboro,MA 02346 Phone: 508-946-0880 Fax: 508-947-3093 A WI Two Adams Place,Suite 100 Quincy,MA 02169 Phone: 617-237-1834 Fax: 617-237-1851 i ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MAAI9:48 Y) 02/03/E(M 09:48 PRODUCER (800)225-1865 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Fred C.Church,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 41 Wellman Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Lowell,MA 01851 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. (800)225-1865 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A. Citation Insurance Company INSURER B: National Union Fire Insurance Company of Pittsburgh Quincy,MA 02169 INSURER C: Everest National Insurance Company INSURER D: Navigators Insurance Company INSURER E: Selective Insurance Company of America COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR= POLICY NUMBER POLICY EFFECTIVE POLICY EXPI D TtONLTR TYPE OF INSURANCE DATE(MMIDDIM LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 DAMAGE TO X COMMERCIAL GENERAL LIABILITY PREMISES EaENTE occurence $100,000 CLAIMS MADE rx-1 OCCUR MED EXP(Any one person) $10,000 E S1928883 4/2/2010 4/2/2011 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 3,000,000 POLICY PR4 LOC F AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS BBNT98 4/2/2010 4/2/2011 (Per person) $ A X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROP ERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 5,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 5,000,000 C 71C1000148101 6/20/2010 6/20/2011 $ DEDUCTIBLE $ X RETENTION $0 $ WORKERS COMPENSATION AND X WC STATU- OTH- EMPLOYERS'LIABILITY 1,000,000 B ANY PROPRIETOR/PARTNERIEXECUTIVE '006430048 6/20/2010 6/20/2011 E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000 Des,describe under 1,000,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER $10,000,000 X of$5,000,000 D Umbrella NYIOEXC7111931V 6/20/2010 6/20/2011 (ertlflca e�s issued as�ev�d nice oCA NNS I VEHICYE�SXC yost0 NS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION own Of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 1200 Phinneys Lane - ": NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION.OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE — r _ t —DATE ACC>R". CERTIFICATE OF LIABILITY INSURANCE �.�'. 2/2/2011 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: The Driscoll Agency, Inc. PHONE FAX 93 Longwater Circle (A/C,No Ext: - - Arc No: - - P.O. Box 9120 ADDRESS: •bdQdriscolla enc .com Norwell MA 02061 PROOUCER CUSTOMER ID#:6.6 6 7 INSURER(S)AFFORDING COVERAGE _ NAIC# INSURED INSURER A:Nautilus Insurance Co Costello Dismantling Company, Inc 2 Rocky Gutter Street INSURERB:Great Divide Insurance Company 25224 Middleboro MA 02346-3509 INSURERC: INSURER D: INSURER E: INSURER F- COVERAGES CERTIFICATE NUMBER:13 2 2 5 0 8 7 9 9 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 TYPE OF INSURANCE B POLICY EFF POLICY EXP L� 1 D POLICY NUMBER MMIDD MMIDD LIMITS A GENERAL LIABILITY ECP01523265-10 11/1/2010 11/1/2011 EACH OCCURRENCE $1,000,000 A ECP01523265-10 11/1/2010 11/1/2011 DAMA TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $100,600 CLAIMS-MADE IX I OCCUR MED EXP(Any one person) $5,000 X CPL , PERSONAL&ADV INJURY $1,000,000 X $5MM Agg GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO LOC _ Pollution Liability $2,000,000 B AUTOMOBILE LIABILITY RAP1523268-10 11/1/2010 11/1/2011 COMBINED SINGLE LIMIT $1000000/1000000 X ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY(Per person) $ ' BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ $ A UMBRELLA LIAB % OCCUR FFX152366-10 11/1/2010 11/1/2011 EACH OCCURRENCE $10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DEDUCTIBLE POLLUTION LIABILITY $10,000,000 RETENTION $ $ B WORKERS COMPENSATION WCA1523267-10 11/1/2010 11/1/2011 X OTH- B AND EMPLOYERS LIABILITY LI ITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN MA/CT/NH/ME/NY/NJ/RI/V 11/1/2010 11/1J2011 OFFICER/MEMBER EXCLUDED? ❑ NIA E.L.EACH ACCIDENT $500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 HT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Notice of cancellation provision is 30 days except 10 days for nonpayment of premium RE: Hyannis Toyota project. Town of Barnstable and Advantage Construction, Inc. are included as Additional Insureds .for General Liability and Excess (Umbrella) Liability as required by a See Attached. . . CERTIFICATE HOLDER CANCELLATION r, 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 1200 Phinneys Lane Hyannis MA 0260130 AUTHORIZED REPRESENTATIVE ` ©1988-2009 ACORD CORPORATION. All rights reserved. ' AGENCY CUSTOMER.ID: 6667 _ LOC#: ACO Page of ADDITIONAL REMARKS SCHEDULE � � AGENCY NAMED INSURED The Driscoll Agency, Inc. Costello Dismantling Company, Inc POUCYNUMBER 2 Rocky Gutter Street Middleboro MA 02346-3509 CARRIER T7C CODE EFFECTIVE DATE: ADDITIONAL REMARKS Y THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE signed written contract or agreement with the Named Insured and are included as Additional Insured for Automobile Liability on a Primary Basis for the conduct of the (Named) Insured, but only to the extent of that liability. F T - ACORD 101(2008/01) ©2008 ACORD CORPORATION. All rights reserved. Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality 1100119874 Decal Number t BWP AQ 06 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. r� 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? E]Yes [✓� No 1.All sections of b. Provide blanket decal number if applicable: this form must be Blanket Decal Number completed in order 2 Facilit Information: to comply with the y Department of HYANNIS TOYOTA Environmental Protection a. Name notification 11020 IYANOUGH ROAD requirements of b.Address 310 CMR 7.09 H annis ,.__... MA � . 02601 c.Cit /Town d.State e.ZiD Code 6172371840 JKelly@condyne.com �—� f Teleph q. E-mail Address(optional) 22000 h.Size of Facility in Square Feet i. Number of Floors j. Was the facility built prior to 1980? C✓] Yes E No k. Describe the current or prior use of the facility: AUTOMOTIVE DEALERSHIP I. Is the facility a residential facility? ❑ Yes 'FZ] No �o m. If yes, how many units? Number of Units �0 3. Facility Owner: , =N HYANNIS TOYOTA �O a.Name —0 10201YANOUGH ROAD b.Address HYANNIS MA 02601 O a Cit /Town d.State- e.Zi Code _O 5087379055 - f.Tele hone Number area code and extension .E-mail Address o tional d JACK CARTER �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 1100119874 ~� Decal Number BWP AQ 06 . Notification Prior to Construction or Demolition General B. General Pro p ( Statement: If Project Description Cont. asbestos is found during a Construction or 4. General Contractor: Demolition ADVANTAGE CONSTRUCTION INC. operation,all responsible parties a.Name must comply with TWO ADAMS PLACE 310 CMR 7.00, b.Address 7.09,7.15,and QUINCY MA 02169 Chapter 21 E of the General Laws of C.Cit /Town d.State e.Zip Code the Commonwealth. 6172371840 1 IJKeily@condyne.com This would include, f.Telephone Number area code and extension . E-mail Address o tional but would not be limited to,filing an BILL KELLY asbestos removal h.On-site Manager Name notification with the Department and/or a notice of release/threat of C. General Construction or Demolition Description release of a i hazardous substance to the 1. Construction or demolition contractor: Department,if applicable. ICOSTELLO DISMANTLING a.Name 2 ROCKY GUTTER STREET b.Address MIDDLEBORO MA � 102346 c.Cit !Town d.State e.Zip Code 5089460880 , f.Telephone Number(area code and extension) g. E-mail Address(optional) PAUL ROWAN h.On-site Manager Name 2. On-Site Supervisor:, BILL KELLY On-Site Supervisor Name ° 3. Is the entire facility to be demolished? j Yes ✓� No �N �0 4. Describe the area(s)to be demolished: 0 FRONT OFFICE AND SHOWROOM AREA N 10 0 5. If this is a construction project, describe the building(s) or addition(s) to be constructed: NEW SHOWROOM AND OFFICES 0 0 ag06.doc•10/02 BWP AQ 06•Page 2 of 3 Massachusetts Department of Environmental Protection M Bureau of Waste Prevention . Air Quality 1100119874 BWP AQ 06 Decal Number s Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project, were the structure(s) surveyed for the presence of asbestos containing material (ACM)? ✓❑ Yes ❑ No If yes, who conducted the survey? LEONARD J. BUSA b.Survevor Name AI-030673 c.Division of Occupational Safety Certification Number 7. Construction or Demolition: 2/7/2011 W � 8/31/2011�� a.Start Date(mm/dd/yyyy) b. End Date(mm/dd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: ❑ seeding ❑ paving ❑✓ wetting (❑ shrouding b. If other, please specify: ❑ covering ❑ other 9. For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? a.Name of DEP Official b.Title c.Date mm/dd/ of Authorization d.DEP Waiver Number D. Certification I certify that I have examined the JOHN C KELLY �0 above and that to the best of my a.Print Name �o knowledge it is true and complete. John C.Kelly The signature below subjects the b.Authorized signature N signer to the general statutes 1PRESIDENT —o regarding a false and misleading c. os�ion e �o statement(s). ADVANTAGE CONSTRUCTION, INC d. resentin�_ (11 4/2011 e.Date(min/dd/yyyy) ��.0 _a --Q ag06.doc-10/02 BWP AQ 06•Page 3 of 3 I I �- n 4 Y, f 1 1 ACORD,, CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 01/31/2UI201 1 1 7:27 PRODUCER (800)225-1865 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Fred C.Church,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 41 Wellman Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Lowell,MA 01851 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. (800)225-1865 INSURERS AFFORDING COVERAGE. NAIC# INSURED INSURER A: National Union Fire insurance Company of Pittsburgh �w�a� �FrIMA�e °uit�"�Do INSURER B: Quincy,MA 02169 INSURER C: INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION T POLICY NUMBER DATE MM DD Y DATE DDNY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED _ PREMISES Ea occurence $ CLAIMS MADE DOCCUR -MED EXP(Any one person) $ PERSONAL&ADV INJURY $ - GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: -PRODUCTS-COMP/OP AGG $ POLICY PRO LOC - AUTOMOBILE LIABILITY ' COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY_ _(Per person) _ $ HIRED AUTOS - BODILY INJURY $ _ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ . (Per accident) GARAGE LIABILITY - AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN .AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE - AGGREGATE $ $ DEDUCTIBLE - 1 H RETENTION $ - - $ WORKERS COMPENSATION AND - WCSTATU- OTH- Y EMPLOYERS'LIABILITY IS I I E _ A ANY PROPRIETOR/PARTNER/EXECUTIVE 006430048 6/20/2010 6/20/2011 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? _ _ E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,0.00,000 OTHER CES ertltl atel0ls iOS$uedEaSAeVtOdence of coOVeiBgeEH HyBnnls'l oy0 t'r0>ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ct CERTIFICATE HOLDER CANCELLATION ,SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Own Of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 1200 PhlnneyS.Lane - NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE/ p ACORD 25(2001/08) Client# zFann Mst# 2010 Workers Comp Cert# ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town(which _ You must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1' FL.,367. V Mein Street,H ennis,MA 02601 {Town Hall) _ DATE: ►t� i 1 , Fill in please: gram APPUCANT'S YOUR NAME: (R TU Lj,C BUSINESS'. YOUR HOME ADDRESS: . C7&i G&_ -.logs o � TELEPHONE-# Home Telephone Number NAME-OF NEW BUSINESS J 4 r 1(�V�ni S Ttx,Imo` TYPE 01=BUSINESS /kU ns Y' IS THIS AHOME OCCUP.A71—QN?' - 'YES ^`NOS Have you been'given approval from the building division? YES NO ADDRESS OF 31i.Iis 8. � /CIO `f` 5l� ,P MAP �R ARCEL NUMBER ' c� • �� . a When starting a new business there are several things you must do in order to he in com'liance with the rules I s and regulation- of the To 0. ' Town f Barnstable. This form is intended to assist you in obtaining mrn the information you a Y m need. You MUST-g GO O . Y Y T 200 Main St.—. ner o .Qr f Yarm outh mouth Rd.&Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM S1O R'S OFFICE 15 ind This Nrdu I ha b n in f 1prr it a uirement s that ai ert n to this e n �m Yq P. _ type f business. , T uth ri d igna re COMMENTS: 2. BOARD OF HEALTH `his individual has been informed of the permit requirements that pertain to this type of'buslness. Authorized Signature* COMMENTS:-_�NA.t�YE or yytj/��7�;h`i,r� 6ti Ly 3. CONSUMER AFFAIRS(LICENSl G AUTHORITY) { `This;individual has beer inf a •the licensing requirements that pertain to this type of business. j u prized at re* COMMENTS: C � C f C�Gt Se YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$30.00 for 4 years]. A business certificate ONLY REGISTERS YOUR NAME in town(which ` you must do by,M.G.L.-it does not give you permission to operate.] Business Certificates are available at the Town Clerk's Office, V FL.,367. Main Street,H�annis,MA 02601 {Town Hall] _ DATE._ Fill in please: APPUCANT'S YOUR NAME: /kMk -Aida lid 1-4' •- 19,L lc?. BUSINESS YOUR HOME ADDRESS: ��irnrr»n i TELEPHONE-# Home Telephone Number -7'75-- c1 NAME-OP-NEW BUSINESS nn �. 4�a6n' - TYPE OF BUSINESS /', .,tL_ Len tex- IS THIS A HOME OCCUPATION'? YES ROLL Have you been'given approval from the building division? YES. NO ADOR15SS OF BUSINESS /Oat? 9 MAP�RARCEI:NUMBER : When starting a new business there are several things you must do in order to be in compliance with the rules and regulations.of the Town of Barnstable. This form is intended to assist you in,obtaining the information you may need. You MUST-GO TO 200 Main St; - (corner of Yarm'oeith Rd.&Main Street] to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1:. BUILDING COM SS10_N 'S OFFICE This individu �h n infQcme of n per it quirements that.pertain to this type of business. Aut rized Signatures _ COMMENT ` 9. BOARD OF HEALTH 'his individual has been informed of the permit requirements that pertain to this type of"business. . Authorized Signature* COMMENTS:_ LEI sf v�E fir= .�t�I.c,� S /�' eNLY 3. CONSUMER AFFAIRS(LICENSING AUTHORITY] 'This individual has n i of-the licensing requirements that pertain to this type of business. �. Author' ed Signature * COMMENTS: r Message Page 1 of 1 Anderson, Robin To: Jeffrey Ford Subject: RE: Hyannis Toyota Car Wash Hi Jeff, I believe I have provided you with a copy of the cease and desist already, didn't I? I did not send additional correspondence to Hyannis Toyota nor have I received a written response. Their reply was strictly verbal. I also reminded Mr. Carter that the car wash is not open to the public and therefore no signage for this use is necessary. He acknowledged that the car wash is not approved and was not proposed for use by the general public during our conversation. I am not aware of any new infractions and so as far as I know they have been in compliance with the cease and desist order I issued earlier. Please let me know if this is untrue in order that I may address it with Mr. Carter. Thank you. &6in Robin C. Anderson Zoning Enforcement Officer 7"own of Barnstable 200 J1Iain Street Hyannis, NA 02601 5o8-862-4027 -----Original Message----- From: Jeffrey Ford [mailto:jford21@verizon.net] Sent: Monday, June 25, 2012 1:36 PM To: Anderson, Robin Subject: RE: Hyannis Toyota Car Wash Hi Robin, I just wanted to check in with you to see if there had been any correspondence between the Town & Hyannis Toyota since the cease and desist letter was sent out back in May. If you could send me a copy of the letter which went out as well as any response which may have been filed as a result of that letter it would'be greatly appreciated. Thanks as always for your time&assistance, Jeff x LAW OFFICE OF MICHAEL FORD JEFFREY M. FORD,ESQ. 72 MAIN STREET,P.O.BOX 485 WEST HARWICH,MA 02671 ' TEL. (508)430-1900 FAX(508)430-9979 EMAIL:iford2l2verizon.net 6/26/2012 QWQ Engineeringrfn�CN OF BAR NSrgBLE 5 Michael Road010 RUG 9 P� East Bridgewater, MA 02333 12 34 (508) 378-9602 (P)/(508) 378-2922 (F) Field Report Date:. 8-6-10 - Present: Domenic DeAngelo Formwork Subcontractor l�AHVIV 6--q Location: Hyannis Toyota , %` Route 132-Hyannis, MA Building Permit#not available Remarks: 6:15 am-6:45 am 73 degrees mostly sunny The following was observed- -Erection of the structural steel was complete. All column to base plate bolts have been tightened with the exception of one bolt at column line F,1. Due to a misalignment of the anchor bolt placement the nut could not be placed on one of the anchor bolts. As a result, the hole and bolt was welded to the plate. The as-built condition is structurally adequate and no additional work is required. All beam to column connections were complete and the TC bolts snapped .(indicating proper tightness). In addition, the moment welds were complete and visually n acceptable. -Joist erection was also complete. The joists have been welded to the steel.beams at either end. In addition all horizontal bridging (including that which is required for uplift) has been installed and welded. Cross bridging at the intermediate columns has been completed. -Deck installation has been completed. The welding pattern is in agreement with the design drawings (36/7) and there were 2 sidelap screws per span as required. -No omissions or deviations to the design drawings (other than what was noted above)were observed. Cc: Barnstable Building Department ConSery Group, Inc. ®®�AOLAAA®�® OF Mq v o`er DOMENIC ,DeANGELO �, �. _ = STRUCTURAL No.35.062 S A "DVANTAGE CONTRACTOR FINAL AFFIDAVIT July 29,2011 PROJECT: PROJECT NUMBER:279000 Hyannis Toyota CONTRACT FOR General Construction 1020 Iyanough Road CONTRACT DATE: 01-31-11 Hyannis,MA 02601 OWNER GENERAL CONTRACTOR: Jabil Realty Trust Advantage Construction 1020 iyanough Road Two Adams Place,Suite 100 Hyannis,MA 02601 Quincy,NIA,02169 The Work performed under this Contract has been reviewed and found, to the Design Builder's best knowledge, information and belief, to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of the Project or portion designated above is the date of issuance established by this Certificate, which is also the date of commencement of applicable warranties required by the Contract Document,except as stated below: WARRANTY:One Calendar Year from Date of Commencement William G. Kelly Superintendent ADVANTA"Ej Construction,Inc. Mein 7B1.B4B.B7B Direct 617.237.1 84E BY' ohn C.Kelly Two Adams Piece Cell 774.268.12V resident Suite 100 Fax 817.237.41 41 Quincy.MA 02169 bkelly@condyne.cor dvantage Construction,Inc. �W.advantageconstructioninc.com Two Adatns Place State 100 Quincy,MA 02169 �t �wti Town of Barnstable Building Department = 200 Main Street iARNSTABLE. * Hyannis, MA 02601 MASS 9�A i639- . ('S08) 862-4038 rFa nna'�°i .. 'fi � fOccupancyCerti cate o Application Number: 201101471 CO Number: - 20110112 Parcel ID: 294003 CO Issue Date: 08108/11' Location: 1020 IYANNOUGH ROADIRTE132 Zoning Classification: SPLIT ZONING Proposed Use: AUTOMOTIVE SALES &SERVICE Village: HYANNIS Gen Contractor: ADVANTAGE CONSTRUCTION' Permit Type: CCOO CERTIFICATE OF OCCUPANCY COMM Comments: Building Department Signature Date Signed Environmental Design Engineering, Inc. PLUMBING FINAL AFFIDAVIT July 9;2011 Inspectional Services Department 367.Main Street Hyannis, MA 02601 Reference: ._Hyannis Toyota 1020 Iyanough Rd Hyannis, MA 02601 To the Inspections Services Commissioner: I certify that my authorized representative or I have inspected the Plumbing work associated with the New Showroom Addition. To the best of my knowledge, information and belief the work has been done in conformance with the permit and plans approved by the Inspectional,Services Department and with the provisions of the Massachusetts State Building code and all applicable.provisions of NFPA and the Town of Barnstable Planning Board and all other pertinent laws and ordinances: Masoud Olia,P.E. MA#38112 H of qs ENGINEER—MASS.REG. NO s M uo °� Environmental Design Engineering.-Inc a uA COMPANY F HANt n N 3 ' 440 Totten Pond Road Waltham MA 02451 9oFss ST '`��`_ - �oAIA E„ ADDRESS ,,. .... 781-89074555 PHONE July,9 2011` Then personally appeared the above-named Masoud Olia and made oath that the above statement by him is true. Before me, Kazem A Safari My Commission expires January 28,2012 440.TOTTEN 131131W D. •WALTE .'V.12451 + . TEL. (781) 890-4555•FAx. (781) 890-4611: ede®edemep.com www.edemep.com. Inc. 1265 Route 28 • South Yarmouth, MA 02664 • 508-394-0599 • MA LIC. #1317C 24 HOUR PROTE TROM July 15, 2011 Lt. Chase Hyannis Fire Department 95 High School Road Hyannis, MA 02601 Re: Hyannis Toyota— 1020 Iyanough Road,Hyannis Dear Inspector, Seaside Alarms has been contracted to provide central station monitoring for the fire alarm at Hyannis Toyota, 1020 Iyanough Road, Hyannis. The system was installed by-the electrician during construction per the plans and permitting submitted to your office by the contractor. Alarm signal transmission to our central station was verified on 7/15/11. Seaside Alarms will assist with routine and emergency service for this system in the first r year while the alarm is under warranty. Thank you for your assistance on this project. Sincer y, Paul Hayg t THE CURTIS ARCHITECTURAL GROUP'. 36 Burrage Road , : Newton,MA 02459 Tel: 617 558 0179 Fax-617.558 0187 S To: Town of Hyannis Building Department,•Massachusetts r Re: Hyannis Toyota building addition 1020Iyannough Road " Hyannis,Massachusetts Project No. " 1015 Subject: ARCM ECT/ENGINEER FINAL AFFIDAVIT Date: July 14,2011 In accordance with 780 CMR 8th Edition(ICC-IBC 2009 w/MA Amendments),this letter shall serve as a Final Affidavit for the above referenced project and that to the best of my knowledge, the provisions of the building code have been complied with and the building addition meets all . the necessary requirements for the proposed use Group B,Business and S-1,Storage,type llb construction.This document is for architectural elements only and does not cover MEP, structural,or civil engineering,which was by the design builder Advantage Construction. Tenant occupancy Office @ 100 SF per occupant.14,679 W100=147 occupants Storage @ 300 SF per occupant.8,700 sf/300=29 occupants. Total tabular occupancy 176 people. No.4331 MA n►Of OR AL SIGA#UkE AND SEAL AR HITEC , Subscribed and sworn to before me this_� day Acomm1pssrionLexpires 2011. . LENA P SPERMIA.Mary Pub% • �0ltnotl��a3l11 lt�€ �s��h11t1��Is - � :r h9yConMission Expi. F .9,'1912 Mechanical Contractors and Engineers 6 Howard Ireland Drive 131 Stedman Street Attleboro, MA 02703 Chelmsford, MA 01824 EnVllroemental Systems, Inc. P:508-226-6006 P:978-513-0070 www.envsys.net F:508-222-1344 F:978-513-0071 To: Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Re: Hyannis Toyota Name 1020 lyanough Road Hyannis, MA 02601 Subject: Mechanical Final Affidavit Date: July 12, 2011 In accordance with Section 107.6 Construction Control of the 8th Edition of the Massachusetts State Building Code, this letter shall serve as a Final Affidavit for the above-referenced project and that to the best of my knowledge, the provisions of the building code have been complied with and the area of work meets all necessary requirements for the proposed use and occupancy. Of Mgs(p,c Ft`ENycA� y Registered ProfessidKal ngineer nq=CHA J �0 45q Q Mechanical O c�, ° gFGISZ�� \��c 9�FFSS100V Date - � Subscribed and Sworn To Before Me This ld Day of w'L _ 2011. Notary Public ELIZABETH LOUISE GILCHRIST Notary Public r f commonwealth of Massachusetts M;Commission Expires Oct5,2012 My Commission Expires: " �= it on & 3surfingame MASSACHUSETTS CONNECTICUT RHODE ISLAND . NEW };,. W HAMPSHIRE Consulting.St uctural.Engineers VERMONT MAINE. I LARKIN LANE,HARWICH,MA.02645 NEW TEL.(508)430-8600 FAX(508)430-9800 HANK ANDLEGAL NVESTIGATIONS e-mail:.dea.engine.ering@comcast.net I I INSPECTIONS REPORTS COMMERCIAL, Final Affidavit RESIDENTIAL AND OFFICE BUILDINGS ENVIRONMENTAL AND MISCELLANEOUS STRUCTURES STEEL CONCRETE I certify that I, or an authorized associate-under my direct.supervision and PR ESTRESSED control, have made regular and periodic site inspections to observe .the NRY TIMBER. _ _ - construction. carried out at_ Hyannis ,Toyota -Addition located .at 1�020 'NG Iyanough Road for which I am Engineer of Record. All construction.for DETAILISUPERVISION which which I am responsible.has been completed in accordance with the plans and '" iON specifications, with minor approved modifications,.with the :Massachusetts. JOISTS,COMPOSITE State Building Code, 780-i MR Eighth Edition and with generally accepted ANALYSIS,REPAIR MODIFICATION AND � b.p n enb� eerinOa practices. USE IN RIGID AND SEMI-RIGID FRAMES. VIBRATION OF FLOOR SYSTEMS r+►OF Mqs .2raa . " July.8,2011 roAt Date. S.Bernard Dickson,P.E.,(Principal) . Kevin P.Burlingame,P.E.,(Principal) Ted Greetilaw P.E. 183 Columbia Rd`: Hanover;MA 02339 i tel#781-826-8369 fax#781-826=8399 July 8,2011 Dino Cauteruccio Metro West Steel .: 730 Madison Street Wrentham,MA 02093 RE:Hyannis Toyota. 1020 Iyanoubh Road ., Hyannis MA I have reviewed the reinforcement required for the snow drift load created by the new work performed on the front of the structure. I have found the work to be in compliance with my details,-mrbich are consistent with the 814 edition of the Mass'Smte Code: Respect ed Gr aw P.E.oa3>�cA�tN OF M,�scy p v THEODORE . �C. N �. 9 GREENLAW a� A NO.29M y w a �,�SAiUCTUA� +�� . �f w FIRE ALARM SYSTEM RECORD OF COMPLETION To be completed by the system installation contractor at the time of system acceptance and approval. 1. Protected Property Information Name of property: Hyannis Toyota Address: 1020.lyanough Road,Hyannis,MA Description of property: Occupancy type: Name of property representative: Address: Phone: Fax- E-mail: Authority having jurisdiction over this property: 95 High School Road Ext Hyannis Port,MA 02601-3898 Phone: (508)775-1300 Fax: E-mail: 2. Fire Alarm System Installation, Service,and Testing Information Installation contractor for this equipment: Interstate Electrical Services Corporation Address: 70 Treble Cove Road North Billerica,MA 01862 Phone: Phone:978.667.5200 Fax: 978.947.8259 E-mail: Service organization for this equipment: Northeast Integrated Systems Address: 17 Lincoln Street Malden,MA Phone: 781-321-7777 Fax: E-mail: service@nefs.us Location of as-built drawings: Site Location of Mstoncal Test Reports: Site Location of system operation and maintenance manuals: Site A contract for test and inspection in accordance with NFPA standards is in effect as of Contracted testing company: Address: Phone: Fax- E-mail: Contract expires: Contract number: Frequency of routine inspections: 3. Type of Fire Alarm System'or Service NFPA 72® Chapter Reference of System Type: Name of organization receiving alarm signals with phone numbers(if applicable): Alarm: Phone: Supervisory: Phone: Trouble: Phone: Entity to which alarms are retransmitted: Phone: Method of fetransmission of alarms to that organization or location: F NFPA 72, Fig.4.5.2.1 (p. 1 of 5) Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 1 If Chapter 8,note the means of transmission from the protected premises to the central station: ❑Digital alarm communicator ❑McCulloh ❑Multiplex ❑2-way radio ❑ 1-way radio ❑N/A If Chapter 9,note the type of connection: ❑Local energy ❑Shunt ❑N/A 3.1 System Software Operating system(executive)software revision level: Factory Site-specific software revision date: 2011 Revision completed by 2011 4. Signaling Line Circuits Characteristics ofsignaling line circuits connected to this system(see NFPA 72°, Table 6.6.1): Quantity: 1 Style: 6 Class: A ' 5. Alarm-Initiating Devices and Circuits Characteristics of initiating device circuits connected to this system(see NFPA 72® Table 6.5): Quantity: ._7._._. Style: E Class: A 5.1 Manual Initiating Devices 5.1.1 Manual Pull Stations Number of manual pull stations: 10 Type of devices: ®Addressable .❑Conventional ❑Coded ❑Transmitter ❑N/A 5.2 Automatic Initiating Devices 5.2.1 Area Smoke Detectors Number of smoke detectors: 6 Type of coverage: ❑Complete area ®Partial area ❑Nonrequired partial area ❑N/A Type of devices: ®Addressable ❑Conventional ❑Coded ❑Transmitter ❑N/A Type of smoke detector sensing technology: ❑Ionization, ®Photoelectric 5.2.2 Duct Smoke Detectors Number of duct smoke detectors: 6 Type of coverage: SUPPLY SIDE OF DUCT Type of devices: ®Addressable ❑Conventional ❑Coded ❑Transmitter ❑N/A Type of smoke detector sensing technology: ❑Ionization. ®Photoelectric 5.2.3 Heat Detectors Number of heat detectors: Type of coverage: ❑Complete area ❑Partial area ❑Nonrequired partial area Z N/A H Type of devices: ❑Addressable ❑Conventional ❑Coded ❑Transmitter: ®N/A 5.2.4 Sprinkler Waterflow Detectors Number of waterflow detectors: 1 Type of devices: ®Addressable ❑Conventional ❑Coded ❑Transmitter ❑N/A 5.2.5 Alarm Verification Number of devices subject to alarm verification:' Alarm verification on this system is:❑Enabled ®Disabled ❑Set for seconds 6. Supervisory.Signal-Initiating Devices and Circuits 6.1 Sprinkler System Number of valve supervisory switches: 2 TAMPERS&1'PIV VALVE Type of devices: ®Addressable ❑Conventional ❑Coded ❑Transmitter ❑N/A NFPA 72, Fig.4.5.2.1 (p.2 of 5) Copyright m 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. Cy 6.2 Fire Pump Type of fire pump: ❑Electric ❑Diesel Type of fire pump supervisory devices: ❑Addressable ❑Conventional ❑Coded ❑Transmitter N/A Fire Pump Functions Supervised ❑Fire pump power ❑Fire pump running ❑Fire pump phase reversal ❑Selector switch not in auto ❑Engine or control panel trouble ❑Low fuel Other: 6.3 Engine-Driven Generator Type of generator supervisory devices: ❑Addressable ❑Conventional ❑Coded ❑Transmitter ®N/A ❑Engine or control panel trouble ❑Generator running ❑Selector switch not in auto ❑Low fuel Other: 7. Annunciators 7.1 Annunciator 1 ❑Local ❑Remote _ Type:o Addressable ❑Directory ❑Graphic ®N/A Location: 7.2 Annunciator 2 ❑Local ❑Remote Type:o Addressable ❑Directory ❑Graphic ®N/A Location: ' 73 Annunciator 3 ❑Local ❑Remote Type:o Addressable ❑Directory ❑Graphic ®N/A Location 8. Alarm Notification Devices and Circuits 8.1 Emergency Voice Alarm Service Number of single voice alarm channels: Number of multiple voice'alarm channels Number of speakers: Number of speaker zones: 8.2 Telephone Jacks Number of telephone jacks installed: Number of telephone handsets stored on site: Type of telephone system installed: ❑Electrically powered- ❑Sound powered ®N/A 8.3 Nonvoice Audible System Characteristics of notification device circuits connected to this system(see NFPA 72® Table 6.5): Quantity: 2 Style: Z Class: ' A 8.4 Types and Quantities of Nonvoice Notification Appliances Installed Bells: With visual device:. Horns: 10 With visual device: 15 Chimes: With visual device:- Bells: With visual device- Visual devices without audible devices: Other(describe): NFPA 72, Fig.4.5.2.T(p.3 of 5) Copyright©2009 National Fire Protection Association.This form maybe copied for individual use other than for resale.It may not be copied for commercial sale or distribution. I j 9. Emergency Control Functions Activated r ? ❑Hold-open door releasing devices ❑Smoke management or smoke control ❑Door unlocking ®Elevator recall ❑Other 10.System Power Supply 10.1 Primary Power Nominal voltage: 115 v _.. . _._ Amps: 20 AMPS Overcurrent protection: Type: _Circuit Breaker Amps: 20 Amps Location(of primary supply panelboard): Main Electric Room Disconnecting means location: CB#67 Panel P21-2 10.2 Secondary Power Location: FACP Type: Sealed Nominal voltage: 12v Current rating: YP � Number of standby batteries: 2 Amp hour rating: 18 Amp Location of emergency generator: Location of fuel storage: Calculated capacity of secondary power to drive the system . In standby mode: In alarm mode: 11.Record of System Installation Fill out after all installation is complete and wiring has been checked for opens,shorts,ground faults,and improper branching,but before conducting operational acceptance tests. The system has been installed in accordance with the following NFPA standards:(Note any or all that apply.) ❑NFPA 72® ❑NFPA 70,Article 760 ❑.Manufacturer's published instructions ❑Other(please specify): System deviations from referenced NFPA standards: Signed: __. _ „ Printed name Date: Organization: Title: Phone: 12. Record of System Operation All operational features and functions of this system were tested by or in.the presence of the signer shown below,on the date shown below,and were found to be operating properly in accordance with the requirements of: ❑NFPA 720 ❑NFPA 70° Article 760 ®Manufacturer's published instructions ❑Other(please specify): ❑Documentation in accordance with Inspection and Testing Form(Figure 10.6.2.3 of NFPA 720)is attached Signed: Printed name: Tiago S.Sampaio Dater 07/11/11 Organization: NISCO Title: Tech Phone: 781-248-2603 NFPA 72,-Fig.4.5.2.1 (p.4 of 5) Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. r % 13.Certifications and Approvals 13.1 System Installation Contractor This system as specified herein has been installed and tested according to all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: 13.2 System Service Contractor This system as specified herein has been installed and tested according to all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: 13.3 Central Station This system as specified herein will be monitored according to all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: 13.4 Property Representative I accept this system as having been installed and tested to its specifications and all NFPA standards cited herein. Signed: Printed name Date: Organization: Title: - Phone: 13.5 Authority Having Jurisdiction I have witnessed a satisfactory acceptance test of this system and find it to be installed and operating properly in accordance' with its approved plans and specifications,its approved sequence of operations,and with all NFPA standards cited herein. Signed: Printed name Date: Organization: Title: Phone: t NFPA 72, Fig.4.5.2.1 (p.5 of 5) Copyright 0 2009 National Fire Protection Association.This form maybe copied for individual use other than for resale.It may not be copied for commercial sale or distribution. NEW ENGLAND FIRE SYSTEMS, INC . - FINAL AFFIDAVIT Permit No. To the.Commissioner,Inspectional Services Department ' RE: HYANNIS TOYOTA,RT. 132, 1020 IYANNOUGH ROAD,HYANNIS,MA. I certify to the best of my knowledge,,information and belief,the plans and computations accompanying the attached application concerning the locus at Are in accordance with the requirements of the Massachusetts State Building Code and all other pertinent laws and ordinances. - 'A The work is in accordance with the documents approved for the building perm><tan`d shall be responsible for the following as specified in Section 116.22- 1.1 Review of shop drawings,samples and other subm ttal of=ahe contractor . : :ate �.,,. A �.1 as required by the construction documents as.submitted'for-ii building permit, and approval for conformance to the design con pt 2. Review and approval of the quality-control formall code _.'° required controlled materials 4 t \ .. 3. Special engineering-professional inspection of critical construction T., components requiring controlled materials or construction specified_in the accepted engineering practice standards listed in Appendix B, E Pursuant,to Section 116,I skall ubmit per odically a progress report; , -11 together with pertinent comments;tor the Building Commissioner. Upon completion and readiness of tiie,project for po cupancyz ,, y ,I 4. All systems have been tested @2000si for 2hrss pe ` , w 4 ` Name of Engineer: Signatu � Stamp: (N�2� Date. =( / o�� STE`tEN E. - g � VOUN{S • o FIRE PROTECTION NO.46516 G 0 - - - Town of Barnstable Building Department - 200 Main Street t ►STABLE. # Hyannis, MA 02601 9� b ,��' (5.08) 862-4038 QED MA'S A Certificate of Occupancy Tem orar p y Application 201101471 - CO Number: 20110102 Parcel ID: 294003 CO Issue Date: 07/19111 Location: 1020 IYANNOUGH ROADIRTE1,32 Zoning Classification: SPLIT ZONING Owner: CARTER, JACK G JR TR Proposed Use: ,AUTOMOTIVE SALES & SERVICE 1020 IYANOUGH ROAD HYANNIS, MA 02601 Village: HYANNIS Gen Contractor: ADVANTAGE CONSTRUCTION °,Permit Type: CTCO COMM TEMPORARY CO Comments: TO EXPIRE 9/1912011 < 7 Z Cr Building Department Signature Date Signed Expiration Date ipc W6T'q A.;t r lr`. 4 -PL1A�CLr d' LEE cdd /t C AND A �F TH E r� �-r �o TOWN OF BAR X. BA"STADLE, i ASI p p DUIL.DING INSPECTOR APPLICATION FOR PERMIT TOCO..M.S.T.F.UCT....lV.w... ... S.V.kk .!.N.j.................... TYPE OF CONSTRUCTION .:. NQLNl!F,F.R�r .... .T. s�.►:..J..21j.S�c.t�.1.Mr�..:..:.......... ..................M AI...25......19.74. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies, for a permit according to the following information: Location ....QAUT>9...13. ....... ?!.1�.+!.T. ...V!(A!`� ...... .Y 1!►M.1, . ...:lY1ld. .................................. Proposed Use AL T.A1!O.M.1U.6......��.la.lw�.�+.5..+"��P. . ............................................................................ Zoning District ..F3.QS.IIs.l 6.S%.........................:.............Fire District ......4%/.ku.1Aks........................... ................... Name of Owner . LA-0. ►K..12��►�Tj..��4�ST...Address Name of Builder THc...11Y.��+4.4A!MS.�+ Q..................Address 57...... Ti��Mµ:1S,..lYIA�S, Nameof Architect ..................................................................Address ........n...........................:............................................... Number of Rooms ..................................................................Foundation . -AMFQR�9.9.....�:Ql�l�!�E.T.�:....... Exierior 5TeeLI"Isa).14..�.. .1.eAV%...............Roofing COLD a-CO,r TO.P.��P..4rVA►�!!��!;,..S.TEE1.. Floors .C^Ll1. .C.2.11S.ZCs' ...................Interior .1l op.*.4.. -YQl�►c.R 'G4�. I?1.Ot.1�..................................... ..... ................. Heating ...QA.s................................ e C Plumbing T . 4......,? .PT.►.4...��YST.�.h ................ Fireplace ...... .QAe...........................................................Approximate Cost ..742,occ....e.o.................................. Definitive Plan Approved by Planning Board ------------------—-----------19__-_-_-. TO X 140 Diagram of Lot and Building with Dimensions SUBJECT TO APPROVAL OF BOARD OF HEALTH T441.40 a I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam ............ Bullocl�_Realty 'Trust No R� 0... Permit for ..........ne...St. ....... ........... commercial building ................f15_a*C"'7* P Location .......... ................... ........................Jkrannis....................................... -Owner ...........1Bul3.=k..BexU#..Truat.... Type of Construction .....................JEJEJCM.....steel ...............................................................e............... Plot ............................ Lot ................................ Permit Granted MaY 31............................ .....19 74 Date of Inspection 7/ ..................................19 Date Completed ............Ige . ........... PERMIT REFUSED ....................... ........................................ 19 . ................................................................. ............. ................................................................................ ......................................................................... ................................................................................ Approved .................................................. 19 ............................................................................... r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma �. Par "Application p c pp . M Health Division Date Issued Conservation Division Application Fee �d Planning Dept. i r p�� Per Fee 1 Date Definitive Plan Approved by Planning Board Historic = OKH Iva _ Preservation / Hyannis - r Project Street Address d Gl )n j(,c Village Owner T �� CC,y� C e� Address 0 -"C00 (s- k Telephone SU 7 C a d Permit Request CA QUA 6dd f (I n S dquar feet: 1 t floor: existing—proposed 2nd floor: existing propose 00 Total ne w Zoning District 11,, 4w4 y/ Flood Plain Groundwater Overlay ` _ '> Project Valuation I��a l Construction Type Lot Size J �� Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. va Dwelling Type: Single Family, ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure IV A Historic House: ❑Yes ❑ No On Old King's Highway: In'Yes -❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other S 4 ��w�' s n Basement Finished Area(sq.ft.) 141114 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: U Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing 0 New Existing wood/coal stove: ❑Yes OfNo 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 Q 'es ❑ No If yes, site plan review# 0,33 -t o Current Use 0&u. 0 9 � o_�_c5kt� Proposed Use a 1A i3i/t-kc, APPLICANT INFORMATION (BUILDER OR HOAEOWNER) Name I faRLaeS Telephone Number Address rMpk_cpt �f License# L Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE b�' r y FOR OFFICIAL USE ONLY APPLICATION# j DATE ISSUED T �� MAP/PARCEL NO.. - Y ADDRESS VILLAGE OWNER t � DATE OF INSPECTION: 'a FOUNDATION' FRAME t � 1 INSULATION FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:-- 5,.c,. ROUGH ii#'I'`i FINAL i-FINAL BUILDING! " 1 t f I DATE CLOSED OUT t ASSOCIATION PLAN NO: s . 1 i TOWN ;OF BARNSTABLE CERTIFICATE OF OCCUPANCY g PARCEL ID 294 003 GEOBASE ID 20660 'ADDRESS . 1020 IYANNOUGH ROAD/ROUTE PHONE - >; HY'ANN I S Z I P : LOT PAR D BLOCK LOOT SIZE D�3A DEVELOPMENT` DISTRICT HY : PERMIT 0594 DESCRIPTION. HY'A.NNIS TOYOTA/EXPANDING SERV.DEPT PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY coNTRACTOR6: Department of I ARCHITECTS: ealth, Safety and.Environmental Services TOTAL FEES: CONSTRUCTION COSTS $.00 ptr $.0® 756 CERTIFICATE OF OCCUPANCY • .: j: a '* BAIiNBTABLF, •' a MASS. 1pN_ i6� :,fig DATE .IS SUED 04/29/19.98 EkPI RAT ION ..DATE B THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- ^ CROACHMENTS ON PUBLIC PROPERTY NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM.THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY.APPLICABLE S,UBDIVISION:RESTRICTIONS. MINIMUM OF FOUR'CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST,BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED` FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,.PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL IN HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. • !Mel • 6-11 i • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS r rc j. %I� 1. l,� �i✓ ad�E � 0�1'��Z Ile_� G i, 2 Alf APPROVED T t /�p w r t� F TOW1'�1 O F S�`trl� $yEATBNCv ih SEC N APPROVALS&wx NE , PLtlf1> tl`iC Q w� , Bt k EVI PPROVAL +� ` r Kiwi'p ��, 4 WORK SHALL NOT PROCEED U IL PERMIT WILL.BECOME NULL AND VOID'IF'CON- INSPECTIONS INDICATED'ON THIS THE INSPECTOR HAS APPROVED THE STR.UCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY . VARI US STAGES OF CONSTRUC MONTHS OF DATE THE PERMIT IS ISSUED AS - TELEP_HON-0-WRITTEN NOTIFICA-, n NOTED ABOVE. — TION " "�c sys -�• ,A� ;• l.•, ;J�;.�F� SAC �`� STATE ofTHEro TOWN OF BA�.I�STAft Q �d DARNSTADL$ ayr 9� 1639. �000 U0L® � U" MSPECT R r 0 YPY a �� r APPLICATION "FOR PERMIT TO CAUS.T.�G'r....WSW. .04-14..�'1�Xr�..�3�.1h !?41!�.y .. � . TYPE OF CONSTRUCTIONC��C..:. .MLi41! �..{�e�r.�?....�T �,e.,`. �t.� .�.e .1.Plt!�....: ;a TO THE INSPECTOR OF-`BUILDINGS: - -----T•he undersigned- .pl:ies foria_ ermit_c ccording to the following information: u 3 P P Location ;.. Q.ti.1.S ...I .r�r..... l ?.�lA-!? ....V9!!!`!. .'�/a1�l.lS.�. .:1Y1�. �1................................. ProposedUse .......71 . ........ ............ .............................................. Zoning District ..............................:........Fire District ......4 y 6.............. . ........ . ........ ..... Name of Owner .IJ :A4.r ...1rz. .T...Address .I�QQ..1F?lt .Q.R.I!L.��L... �Fr Y`��Pc9• A•�S. f Name of 'Builder THc...1SY.%�.8rns..�, Q..................Address 7A.."wMa...57.....TR Name of Architect ..........Address ............................. ,j .�t►A�. Gr�.?..... �A!� !�1� a 1 Number of Rooms ..................................................................Foundation .; .�57TELEL � 1C+.w.�'..��.h�rA?►�� Roofing�y � � �•aal C SEES. �, Exterior �. . .. ................. COLQ62.....��Z�r4.. �1e1/.........�`e�!.7...?... ..... I Floors Cam.f..2.15-T . ............. .Interior W.0017 .f3!-P6......... � 3 Heating ........ ......... .... ....... .....................:........Plumbin,g ....l.Q.......S.1 .P..T.I.Sr...��YS't�.�,�.w Fireplace .� r�..... Approximate Cost .. Q,�..Q.00................... x ... .. --- _ _- s� --- 9 - Definitive Plan' Approved by Planning Board -_.--__- 7O X I40 � --- Diagram of Lot and Building with Dimensions �- 3'1 SUBJECT TO APPROVAL OF BOARD OF HEALTH _. Itoo f A. �;} _. NY 45 s.� +�. ot r 1^ 1 s. I hereby agree to conform ta.all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam .. n... ........ ... M1.01MR1131-.. 77 - Bullock Realty Trust Permit #17114 Route 132 Hyannis s 1974 1 p r r i { Town of Barnstable ofIME A 200 Main Street,Hyannis,Massachusetts 02601 9 BMMSTAABLE,�! Regulatory Services Thomas F. Geiler,,Director 039. ° Building Division Tom Perry, Building Commissioner Phone(508)8624679 Fax(508)862-4725 www.town.barnstabfe.ma.us March'23, 2010 Mr.Jack Carter c/o Hyannis Toyota and Down Cape Engineering OW 939 Main Street - Yarmouthport,MA 02675 RE: SPR#033-10 Hyannis Toyota, 10201ya g! Road;Hyannis Map 309,Parcel 260 Proposal: Removal of nonconforming front section of existing car dealership and replacement with showroom area which conforms to setbacks. A building footprint increase of 2,341 s.f. is proposed. Landscaping, drainage and lighting improvements are proposed with substantial improvement in the landscape buffer along Route 132. Dear Mr. Carter: Please be advised that revised plans for the above proposal have been administratively approved subject to the following: • Approval is based on the revised plans entitled,"#1020 Iyannough Road,Hyannis, MA" 6 Sheets total including Landscape Plans,prepared for Hyannis Toyota by Down Cape Engineering, Inc., Yarmouthport, MA, dated June 18, 2010 with final revisions for lights &water on March 21, 2011. • Septic Abandonment Permit will need to be obtained from the Health Department for the existing septic system. • Compliance with conditions of approval for water-utility design as set forth in,letter dated March 16, 2011 from Hans Keij ser, Town of Barnstable, Water Supply Division. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240404 (G). This document shall be submitted prior to the, issuance of the final certificate of occupancy. Sincerely, Ellen Swiniarski Site Plan/Regulatory Review Coordinator CC: T_om=Pe -y,a;yBuilding:Eommi'ssioner a Health Department Site Plan Review File TOWN OF BARNSTABLEBuilding��E ' Application Ref: 201101471* BtnRM Issue Date: 03/25/11 ` Permit 9 �ArFAZ O 339. A�� Applicant: ADVANTAGE CONSTRUCTION Permit Number: B 20110555 Proposed Use: AUTOMOTIVE SALES &SERVICE Expiration Date: 09/22/11 Location 1020 IYANNOUGH ROAD/RTE1321oning District SPLTPermit Type: SPECIAL PROJECT ADD/ALTER COMM Map Parcel 294003 Permit Fee$ 18,674.44 Contractor ADVANTAGE CONSTRUCTION Village HYANNIS App Fee$ 100.00 License Num 019925 Est Construction Cost$ 2,052,136 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 15,500 SQ.FT.ADDITION FOR-OFFICES& THIS CART)MUST BE KEPT POSTED UNTIL FINAL SHOWROOM INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CARTER,JACK G JR TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1020 IYANOUGH ROAD INSPECTION HAS BEEN MADE. HYANNIS, MA 02601 -� Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT,TO OCCUPY'ANY STREET;-ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER:TEMPORARILY OR PERMANENTLY; ENCROACHEMENTS ON PUBLIC PROPERTY.;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,:MUST BE APPROVED BY.THE JURISDICTION: STREET OR ALLY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS 1viAY BE,OBTAINED FROM, E DEPARTMENT OF'PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT,RELEASE THE;APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS." ' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. _ 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND as set forth in MGL c.142A . ink BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 . y � 2 2 s 1 2P �,� ofic 3 /��A t -�1,Lf P ) 1 Heating Inspection Approvals Engineering Dept Fire Dept •, 7— 2 Board of Health 1� �/ � / s 3 w�3 �f'�-�`�pK 7 �1�l �!"U f _ W,(609)36$-4649 030 main streat rt as fax(a®s)302=0880 Yarmouth pan mass 02676 dawn r®�� ngi�►��iir� ; ��c r §trurstwral civil engineers A land surveyors. Dani (A,Oia=lla,'Pa P'Ls' Arno K 01ala PC,P L:S;. Titn®thy K Cov#ll,PLA laftd WWI§Uiv#y: Androia R;Osrulsy,�:L�,A, July IS 2011 slt@phinfllri@ Mr,`rhorjas berry. �nildin�.C®ntmissiotier. ` , Yz . Town of Barnstable sawe�aayas�r� 200 Main St; design Hyannis,MA 02601; ; r tn��cU®n RE.. #1020 lyahnough Road, Hyannis, MA"SPR#033.ml0 Hyannis Toyota DCE Job 08-062 Dear Tom: ®rchit,etu e: Purivant to the Code of the Town of Barnstable $240-105(C) the purpose of this lethq.is to inform you of the substantial completion of the above referenced site. Based on asbuilt measurements and field inspections,oul"firm has determined that the above; project has been constructed substantially in accordance with the approved Site Plan dated June 18,2010 as revised through March 21,2.01 Minor adjustments to the subsurface drainage were made during construction under my, - supervision,and the.full quantity of drainage was installed. I hereby certify that the above referenced site was constructed in substantial compliance with the approved Site Plate, based on the above inspections and information 4N ' Please do not hesitate to call with any questions or comments incerely, of Mqs tN of M DANIFLA: OJALA Daniel A. Oiala PLSPE . ;CIVIL OJALA N N Down CapeEngineering�Ine o.46502 =` b 4 No.ao9so POD P�cGiS.TE��O�� S\O�� CC:'Jack Carter,Hyannis Toyota ssioniai ENG� �qyo suRVE`°� ql • r oFTMe NAM 59. The Town-of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner April 3, 1997 Hon.James McGillen Wynn&Wynn 310 Barnstable Road Hyannis, MA 02601 Re: SPR-013-97 Hyannis Toyota., 1020 Iyannough Road, Hyannis, (294/003). Proposal: Applicant proposes to add an addition to Hyannis Toyota for use as a service area. Present building is 9,878 sq.ft. Applicant proposes to add 5,598 sq.ft. Dear Mr. McGillen, The above referenced site plan was reviewed at the March 20, 1997 meeting of Site Plan Review and deemed approvable and forwarded to the Zoning Board of Appeals. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Department. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen - Building Commissioner The Commonwealth of Massachusetts Department of Industrial Accidents :! Office of Investigations 600 Washington Street { r Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:.Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individua]): LOAA 61 -A RA(� Address: City/State/Zip: �� ' Phone #: Are you an employer? Check the a ropriate box: Type of project(required):' 1.❑ 1 am a employer with 4. [-I am a general contractor and I * have hired the sub=contractors 6. 0 New construction employees(full and/or part-time). �.. 2.❑ 1 am a sole proprietor or partner listed on the attached sheet. 7. ,0 Remodeling These sub-contractors have ship and have no employees 8. 0 Demolition working for me in any.capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 1 9: �Building addition R required.] 5. 0 We area corporation and its 10:0 Electrical repairs or additions 3.0 fam a homeowner doing all work officers have exercised their 11:0 Plumbing repairs or additions myself o workers' comp.. right of exemption per MGL - Y � p•. 12.0 Roof repairs _ insurance required.] f c. 152, §1(4),and we have no employees. [No workers'- 13.E Other comp, insurance required.] ` *Any applicant that checks box#.I 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-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:W66xl Udl t-t') VOW. `CL rr - Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: 1A Y1 t Attach a copy of the workers' compe ation policy,deel ration page(showing the policy number nd 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 -i Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: _ s Phone#:.. Official use onl 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 A.'Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#:. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,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 agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in'the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance 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 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 maybe provided to the applicant as proof that a valid affidavit is or,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: j 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 Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia pF THE Tp�y + aARNSTAHLE, ' - ��, 6 �� Town of Barnstable plf�Mp,`(A Regulatory Services Thomas.F. Geiler, Director Building Division Thomas Perry; CBO. Building Commissioner ` 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma:us- Office: 509-862-4038 Fax` 508-790-6230 Property-Owner .Must Complete and Sign -This Section If Using .A, Builder , . ---__ . I, as'Owner,of the subject property hereby authorize tVAGG t �` to act on my behalf, in all matters relative to work authorized by this building permit application for: b kD G v� (Addre s of Job) Sig ature of Owner ate Print,Name [f Property Owner is applying for permit, please complete th'e Homeowners License Exemption Form on the reverse side. . QAVVPFILESIF0RMSlbudding permit formslEXPRLSS.doc Revised 0721 10 1 Pool r y Town of Barnstable Regulatory Services w rt [ASS.. t�, Thomas F. Geiler, Director .�Q lass. $ ' ,639. A�� rated Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnsta b le.ma.us Office: 548-862-4038 Fax: 508-790-6230 - ------------------------ HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER" name home phone# work phone N CURRENT MAILNG ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwelling 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- familydwelling,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 responsi3ility 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.I.1 -Licensing ofconstruction 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 open results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannotproceed 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 I amend and adopt such a form/certification for use in your community. Q:IWPFILESIFORMSIbuilding permit formslEXPRESS.doc Revised 072110 f ' SURVEYOR/CIVIL CONSTRUCTION CONTROL AFFIDAVIT r ys " Project Number: DCE#08-061 Project Name: TOYOTA ADDITION # 1020 IYANNOUGH ROAD Project Title: PROPOSED ADDITIONS & RENOVATIONS FOR HYANNIS TOYOTA F r Project Location: #1020 IYANNOUGH ROAD, HYANNIS, MA 02601 Scope of Project: LAYOUT, AND INSPECT SITEWORK ONLY, DCE, INC. NOT INVOLVED IN STRUCTURAL TESTS SITE PLANS BY DOWN CAPE ENGINEERING DATED JUNE 18, 2010 rev. thru 3-21-11 or to date. Engineer: Daniel A. Oiala PE, PLS Down Cape Engineering, Inc. In accordance with paragraph 116.0 of 780 CMR,,the Massachusetts State Building Code,I, r_ Daniel A. Olala Massachusetts'Registration Number Civil PE#46502 being a registered professional Engineer hereby certify that all plans, computations and.specifications, and changes ; thereto, involving subject project will be prepared by or under the direct supervision of a Massachusetts registered Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.)c. 112, §81 R. For the above named project I, or a registered professional architect/engineer under my cognizance, will review the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I will review and approve the quality control procedures for all code-required controlled materials.. 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 the work and to determine, in general; if the work is being performed in a manner consistent with the construction documents. Pursuant to 780 CM 116.2.3 1 will provide the'results of inspections to the building official and owner. (foundation plot plan and site work inspections only as required). I will submit, periodically, a progress report with all pertinent comments of the site visits and compliance of.all pertinent items to the building official..I will submit a report as to the satisfactory completion and the readiness of the work shown on the site plan for occupancy. -7-0 ' ,Engineer , �ZH OF MAS ��ZH OF Assq �y�� icy Boa DANIEL cyGN �o DANIELA. GN o A. r. OJALA. I? OJALA m CIVIL No.40980 A No.46502 a o�P l es s� TF G�STEQ �� gti�SURUE�O SS/ONAL EaG e. THE CURTIS ARCHITECTURAL GROUP 36 Burrage Road. Newton,MA 02459 Tcn;617 55$0179 Fax:617 5580187 To: Town of Hyannis Building Department,Massachusetts Re: . Hyannis Toyota improvements 1020 Iyannough Road Hyannis,Massachusetts Project No. 1015 Subject: ARCffiTECT AFFIDAVIT Date: February 25,2011 Per 780 CMR 8th Edition(ICC-IBC 2009 w/.MA Amendments),the Architectural drawings submitted to the Building Department for the above-referenced project were prepared under my general supervision and they meet the applicable provisions of the building code to the best of my knowledge for the proposed building permit architectural drawings only.This is a design-build project and The Curtis Architectural Group has no contractual control over the production of civil,structural,or MEP engineering,which are the responsibility of the design builder Advantage Construction(ACI)and their engineers.It is our assumption that ACI will provide the Hyannis building department with Civil,Structural,Mechanical,Electrical,Fire.: Protection,Fire Alarm and Plumbing stamped drawings and affidavits. Further,a professionally qualified representative of this firm will check shop drawings and/or related details for construction,shall be present at the site on a regular or periodic basis to determine that the work ' is proceeding in accordance_with the plans approved for the building permit and that written reports will be submitted to the building department on a periodic basis relative to the construction progress. After substantial completion of the future:project,a final Affidavit shall be submitted to the building department stating that to the best of this Architect/Engineer's knowledge,the provisions of the building code have been complied with and e,work meets all the necessary requirements for the future anticipated . use and.occupancy. � ' c ORIG AL S NATURE AND SEAL Subscnbed.and sworn to before me on this_p -")—day of 2011. ARY PUBLIC y Commission Exp' A as Feb.9,2012 Project: Date Prepared: Structural Statement of Special Inspections Project; Hyannis Toyota Addition Location: bwnough Road,Hyannis,Mass. Owner: This Statement of Special Inspections encompass the following discipline:Structural` This Statement of Special Insertions is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code, it includes a schedule of Special Inspection services applicable to this project as well as the name of the Structural Special Inspection Coordinator(SSIC)and the identity of other approved agencies to be retained for conducting these inspections and tests. The Structural Special inspection Coordinator shall keep records of all:Structural inspections and shall furnish inspection reports to the Building Code Official (BCO) and the .Structural Registered Design Professional in Responsible Charge(SRDP). Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction, If such.discrepancies are not corrected, the discrepancies shall be brought to the attention of the . Building Official and the Structural Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the.Structural Registered.Design_Professional in Responsible Charge at an interval determined by the SSIC and the BCO. A Final Report of Special Inspections documenting completion of all required.Special Inspections, testing and. owrection of.any discrepancies :noted' in the inspections shall.be submitted,to the BCO prior to,issuance of a' Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the.responsibility of the Contractor.. Interim Report Frequency: ❑L`pon request of Building(lfciarl or per attached schedule. Prepared by: it OF S.Bernard ickson.'P,R. lll WOMMAD (type or p ht a of the S F ur egistered Design Professio al iI esponsible C ar I I L NO 02-25-2011 tONA1 fc e$ Signature. Date y Design Pro sio t Sea! owner's Authorization: Building Code Official's Acceptance: Signature. .Date Signature Data Of 16 Project [date Prepareit Structural Statoment of SpeclaI Insp Ctl®ns (Ca�ntigwu ); List ot'Agre�t Project: Hyatmis T'ayota Addition . Location: lyanvu h.Rric 4'4yanni s._W-s bymer This Staiernent aj.Special Inspections.en ompdss the ibl lowin .disopiine Strdattral Note=Stalemvirn In( 1 Spedad sertorrs fo€;other discrpirnes may be includerJ.under a paste cover), llis:statmment pf S pedal Inspections f duality Assurance Plan:iitctudcs t}►c folioiaring building 5ys#ert15; x So+Es andfoun(Wons. x Cast in-Rlceorcreta ❑ Precast Concrete:Systern x Masphry.Systems' x Sou c#urai Steel ® .UVooc9 Constmeli©n. Special Cases:' =S BCtal r►s Gtit3ll A nci FIrm Acldnesa fieie`hone email A. STRUCTURAL Special Tn B;Ntermrrced:4,'G d"4gr; lot a bons Coordinatair(SSECI �BL)� 2. Special ln fi � f�rer:o ':(TBlS 3. S al an Ens... p pector(SI'2) To Be Utatermineiay Ow ner_ 4. Testing Agency(TA`i "7d Be t7e errn3nerl:8+_C)wr r (T'Bdl 5. Testing Agee cy(TA 2) 'l a 8e;il ter hmu by,t9wner p f ¢ "'tote The itispeptors zies sttitit be enga pld by the ICK or the.t'}ivncr's'Ag�t; tnd'ra b}:tie t c�tttt�tc�r nt: Sa cuttti'aetot fi"ose wrsri Is t4 be:ii peeted:nr tested.:Anv Cciiifilct bf inso 5e tti[i t be disclv�ed t..fiic Biiildin Official pnnr trr: _ . commencing work; 2 of 16 Project: Date Prepared- Structural Staterneht of Special Insp .. ians:(Continued) Final.Report off ecia. InspectionSASSli�1Sl 1Y (To be corn 'ted by the Strudural Spe.cigl intpr ch6hs Cv dinatnr(SSICJSI. ). Mate that a Agen#_s Final.Reports must be rewve4'0or to Issuance.]: Project' h0a0i: owner owners Address; Ariyhitect of Remw—. Structural Registered Design Professivna#in Responsible C F . PC..: , li amp): WOO fio#he.best of my information,knawtedge and belief, Spec iat Inspectiar�P.required for this projeet apd Itemized in the Statement of Special lrispecfloits sub€[tit#ed'for permit, haue;'been perform :end all 9lscovered di MMpancies:: have been reported and resoivad. Bnte€irn reports subn�I#tetl pnor.to ih�s finat'repo€t:form a basis fo€:and are t4 be Considered an integral par#of this final:; Respectfully submftd;_. StruCtur 6 Spei al Inspec ion.Ctitird[nator (Type or print llama) (Firm tame) 1lcensed f' fessionat Sf , 3 of 16 Pr®ject- Date 'referred: Structural Statement bf Special nspe- torts ( O tinued), Special lospectorstAgenrsifinal Repoit Project; social inspector or Agent: .. _. Designation., - To the best of my information, knov�tedBe and bellet the Speaat tnspecttons or tesfing required far thus pr 6dt'and designated far,this InsptorlAgerrt in the Ststemer#t :vt;Special fnsfrectlorrs suhmrttBd F. permit tieve t3eert`.: performed and all discovered discrepancies have been report,ed..arid resolver, IrTW n reports subrriitt 'prior to tters finat report fiirm a,tiasas for.and are.40"4e coi sad ed ett integrat dart of this final rept�rt,, ;Respectfutty subrrrrtted Special Inspector or Agent (Type-or r print.name) Signature Lrcemed f fessiorl8l sees or certification Number 4 of t.4. Pr+b� t Date Pre red: StrN cturaI Schedula e�f.Sp ciai 1'nspections: Qui lificaitions of tnsp edt anct Tdsfing;Tec riit~I<alr's The quall1alm.eris of�il:personnel performing Seal Inspection ark test ig activities are subjeC t0-the approvel'of the'Bvildin$ Official. The credentials of all inspectors' and testing :t PtntdBns'shait IND provided.to tt a SpecW Inspector for their records. NOTE VERIFICAMN THAT QUALIFIED'. INDIVIDUALS ARE:AVAILABLE O PZbRPORAA STIPULATED TESTING ANWOR IMSPECTIt1N SWULD BE PROVIDED PRIOR TO SUE*, TfING STATEMENT AGENT:QU'ALIFICA77ONS.INSCHEDULEAR.E.:SUGGES77ONS ONLY;.jINAL QUALIFICATIONS ARE SUa.IECT TO THE DISCRETION. OF THE REGIS7EREEQ� DESIGN PRQI=ESSIONAL PREPARING TIE' SCHEDULE. Key.for Mini um'QuatWicatiioni$of'itiiit peetiara Agents:. 1 hen ttre Registered Design :Professional in Responsible:.charge yr Spep, Inspector of;:Record #eems appropriate #hat the Indlvidua! :peifomring a stipulated test.or.Inspection have'a spec& 66rtif tion, license cir; ex�rice aj dlca#ed belo r, such requirement shalN;be listed I)eiow'end shall be ctaady identified *Pin..the schedule under the Agent Quiticatkrnsignation_ PEISE, Structural Engineer a licensed SE or E speCr fixing..n the design of t�Vilding structures PEKE Gevtechntcal tngineei r�-.a tioensed PF-spe'ci�lizir�in soil mec h nic.s and fcrundatkx*, ElT Engineer Ire Training—a gractuafe engir eer who;t�as passed ttie'Fundamen#als of Engineering exarriirsarort Experienced)'TestingTechnicran ETT Experienod T.eating l echnician An Experienced Testing Techr ciari with a mimr tium 5 years' experience vft the stipulated.test or inspecdtort Amer n Concrete;lnsttttrta{ACl)Cert lcatton ACI-Ci"t I Comte.N Neld TesUng;:Techrt 'ian—Grad®1 ACI-CC[ Concrete'Construction:Inspector ACl-LTT; Laboratory Test ng Tect)nrciArs Grade.1& , ACl-ST f: Strength Testing Techliician: Americaln woding SactetY Y.Cortifidation:. AWS,GWI ;-.. Certfieif WeCdirig Nrrspadtcr.: AWSW C-SSI. Certified•Structural Steel Inspector: Amer.'ican Society of Nsrn lestruct ►e Testing lASNT}Csitification ASN`f Non:DesM!ctlWe Tesbng Technician—Level ll or ll l inter ational`Cade C:cuncflV(lgG)Gerttficatlon: ICC-SMSI Strucf m ivtasonry Spec al Inspector lCC-SWSi Structural Steel and Welding 40cra!lnspac#t+r" CC-$FSI Spray-Applied N"iroproOng Special inspector ICC-PCSI. Presessed Ooncrete Specie)Inspector: iw-RCS; Reinforced Concrete: pet al inspector, Naticinat instNtctefo ;CerEifcatton`tn Eninring>Tenc+ltsgis:(NtET): M11lCET-CT Goner€teTechniaan='Lev81s;I;";Il NdICET=ST Soils Techniaan Le'v®Ns I, Il,Ill&NV t+110Et-GET' Geotechnrcal nglneenng 1 ectinician--L eueNs 1;11.111 tt lit' Other �'coj�rt< `Bate Prepared. Structural Schedule of Spec Ott Iaspcctions SODLS.&FOUNDATION CdNSTTETIGTT(3 : EXTENT. _ VERIFICATION AND tW8PEC71C7Ai CONTINUQUSp AGENT TASK YIN PEIiIC?DEC,: COMMENTS GENT AGENT `,COM4FPLETED. SiJB AITTAL, OR IBC Section 17114.7i 1704.8,17I14.1) tdOP1� I.Verify nttstingl st eondilions,fill'plabemerti and lead lrearittg tultatrements .. a,I'w iu placerirrnr refpreNired fill.dew mine#hat the site ltas peen ptzpanecl in aGeorduaacoixsth the:: P ;I13E✓.1764.7 I T13O pFJGI�.,FET or.:1:1'1". a roved Strils vrt: h,Darukp�.placentent acid compaction of fill rmlerial, :. ...,.. verify material being used 1p 1704.7.2 TBD I WOE,EIT or E thickn yawn with the, roved wits' e lest rflxplace dry.(leatsity ofcmmim.4 d frll atniltlies with the.upprovcd wl S re IBC 1704.7 2 =1`,130 PlWF' EYl'car[MY Pile fount tirml", u Y x h r� t F Jy a s Observe aced rieetsid procedures for static kcl' lesEiitg of piles. IBC 1744 8 N/A PEE EIT;ot CTI. {i Ohsefve and record proec res fur ct Yr;mic tub tcsiutg of pile .; : WApi 1C11 E17:nr F TT, c,RccoW installatim 6feach pile and i4sults of loud test Include Mite artd tip clevat€ons of cac;pile' C'. NIA 1"I E EIT ar G rr: _. relative to uttent n»fretcr d.Teo wel€ dspliceiof sleet pfcs �. AVYS;Ii.1;I 2�A h1VSGWI pier fiicrndatio�ts;:ildinasignvtri�fi niieceskl)iltl5n�tni�ixCs oI fNg plc rr yfiaund tttaais frrr:: C;n,F oc ; C. IBC 1.704- MIIA I110G.g,EI['®e L 1 t 'A...:.. _. G:: MA 1't 7�iL EIT.or FTT a Vtri ter diatri�ter ttnd lenLtlt k,Vcrift'' ier cmk a9rsaent{.Hike€I inter:tr drCick: ,.:- :, .,.: F': FxitA .I'I lli EIT ETT c,Verii`v wuitahilit ofeiid bcarrinig stMa b of 1b;. Project Bate Prepared: Structural Schod,610.0,f S,pcc al Inspec $,, CONCRETE CONSTRUCTION VERIFICATION AND'INSPECTION ��1 CONTINUOUS, AGENT TASK WN PERIODIC,: COMMENTS AGENT UJILIPICATlON :.COMPLETED. IBC Se to 1704 A SUBMITTAL„ ORNONE !.irrsFacritau e,f reitrtorr ann�stl,urclvdiik pa estrsin AC!318 3 S P I RD turdon�,and piacempaFc 7;f•?>7 PEISE or E1T 3 laasp4ctiaan nt r�i;ili rt urg cfe4t+t"c6dit> in cc ctaiiee;::, T Wetdko of withTah1e 170 :3,Tram 56: Ranf hlni: "BT) r16tFrskd lnspece bolts to,be installed in com,r.vk prFnr to and during pfpeemsaar cif€carw°rck,ikxhcrr allastiia1aWto&have C f13C,1412 S T,BD PhJS of ll'P, X. Veii6>in tise.of. uircd i t ii mix € ACI 318-Ch 4 P. 52 5 4 1 f313 PEtSSE nr E[T Nt tirne frvRh conemk is sampled to fabricate ASTtro1(°172 rrieas for strength tear pefforrn stuTp and air: C A5I M;C 31 173i1 ACI Cf iT ar eslent Wa and tenVerature. AC131i Impectinn of czrni rate arrd slrgtcrcte pltanent l'cit C ACI 31854, T81) . F'i tm IT application ttlanFques S;t® Irtsperticcn for cnuintrnuaa:t st 5 ciftctil;:uri v. , emperpt it quad tc hni4ne P" i.l#. TBIZ PF'SE ur BIT %" Inspection.ofPiestressedConucic x a<. a .lpplrMftof prestrosl arlQ'fOtCe '.t rtC13t;$;;;1 R 2f► ;;PICA PIYSE or ECl Ir Cratatititg©f bcmditd prestrr sin tendciis Fn A Cf.3'$:" txmis fiircc rssisfiii 4ystcm' C. ;I I 01A Rl'tSl ar tr EfeLtliin ttl pr+ t cunreFe iaacrnbers;:; P ACI l s:t;Er 1 fa, EIT. 10 Verifi:stacm Of tth-situ ccarcfete sitengih,prior to trr asiar ottetFdons in p g. post-tsns[arFcd cgita6rct fnad yarn P A{1 M�,62 NfA ACI S'f:.? o r itoval of slrvres and famas'hc n$�id;s*uucturrF l stihx 7oft6:` p Wet DAte Prepared. St>r-uetural'Sche ut&rb Spee'latIns ctions MASONRY CON$TRUCTION�—LEVEL,.t,;(NON ESSgNTIALL AC LtTY) VFIRIFtcATION AND} iSPE&I N. �Cr,)1QTINVO!)SS YIN Cali acFNa TASK PFRIODIC AGk V`I Jac Section V045, SUBMITTAt;_, OVA;t.1Flie i6r' CC?mPL TED OR NONN t As masonry a oni tnrction begins.the"following shall law ucri Q eosute complians : , a Proportions ofsite prepared tnartpr. P: ACE530 l„2.6A.:: T13[3_ 1'.F 5F ar>l l ._ . . li,Ganstrtietloaa al naorta3)atnts- P. AC1530A,I.B T131]': rVS1:oar ElT c.t.cn,ation a freirtfareement and c o mectors:; F" AC1530`.1 3.4,3:6:t TBD. USE tpr EIT d:Prestressingtcc}aniquc, P' AC153D,;;1,3.C13 NIA. Pt1SEor1 r1 e:4irade and:sip of prestrosstrtFt teradans statl: At.IS30 E 2u413: P NIA:: PF1:SEorErr anchorages; . .. _..... 2.41i 2 The inspection ptogram shall+ fy;` .. n: . R � Y &Sizie and location of stmqurat 6l6rsc;00k,,: P: AC}530}«I 3fa TBD: PEiSL car Eff size quid location ttf'tiox:lapm- mcludlnu _ AC1530;12 2(c), oltaa€deiails of un<;ho oniaso to P TBD, PFISC or Err i r 214,"3;16 c" §irtictmal minbers.f€atnes:ar.olltcr.canst ueEtart, < . c.:$pt nif€ed Size,1;re e:and t}Tae afreinfoirxttaena:; P:;. AC1S30. ,24;_ IT D ]YUSE or EIT _:.,. 3€: AC�311>2 1 10 6�: feldrngaY:ieanfucttngbmrs NIA; AWS WI:: e fhixteatvnafmnsinrpduringco}dyer 2}0134 1043 3tl l,: (temlie azure bell 40�F)ar hat xtea r P. t TBU M.SE CUT (temperatuec above 90 t}:. 8 E) f A lrc ion and na urtaiient of restressan Ir... P' ACIS30. .3.6[i NJA �Pd� p. . S 3 Not to grxauhnS:the follotivin shrill be verified to ensunicxampliance € 1 y a.'(3 caut spuisr is cG ari Y'. AC1530.E 3.2D TBD PGISI or UT ),Ptacem4nt o0t:onfnrtment arid;canal±.butte unit: At 1S)(} 1.12. atrcssinir::terulrac .Airil:antaur P_ TrIU P1JLrarErr At rS3b.1.3:4 c,Proportions afsiwp.rCpmd 9riliat grin pi�tre sing geaut for bondcad tctrtlons;.: P AC.1536 1,2.6B; TBD P}. 1 o€lsl't' d.Consttmction of mortar joints_ R. ACI53Ci.1,3:3 : TBU. Pi t5(?or Es11'" 4 Croat placement shall be verified:to twure CO`MRhitncr; A r530.i,3.S Tt3U t'i 755 or CiCC :wtth carte.and construction dbcitiatent pioviistans.. a(in>uiing of presti ing'barrded tendons, G: t>C1530_l: 3.6C (CIA kX ur Err ' 5,Ncozirtuion of any--requiredgiodsperi nen�c eo tar• f1iC 2105.2.2 ' G' TBD PF SC or EtT spachpens an or prisms shill tw©6seived,...":. 105 3:;AC 15A I,t:< &Xomoliah&with-MVI AJ inapt tat9ri liEi~tiasi sr ti€the €aaast i ctaan dtir nsen#s'and thi approved submittals p. AC 530-I,t;: TBD JtZE or tit shrillitid.ventcti,:. 8 df 16:: __............._._._..................._................._._.._..... ._._ .._. Project; . Date Prepared Structural Schedule of Special,TnspectiON MASONRY CONSTR'�tT.i6:�-7 LEVF[L Z(ESSENTIA,L jFACIJLM)'I Ntit Required; VERMcAnON AND INSPECTION CQN'PtNUOU Y1N �CpIi EINIS A�ElV[` TASif S,FERI£IDIC, AGEttI I taf Sieetion 1.704.5 SURNI1'1 I.All (piC�icY II i+whTlCily GOMP9.ET£D OR NONE:. 1.l rottr tl:ie besinni g of masonry constmetiran.die.follawittg shall.bc.vcrified to ensure coetipliattce a.Proportions of site-mixxd mono gRkut tuui` ;Prestressing grout for bonded twdoans: i' ACIa30 t 2 kA AfJSF c rc F1T b�Placetneu€of uia:�cmry units iana ctranstr action(if' P- A0530 I,3313: PI t$ at`EIT anartsr Joints- Plitoment of reinfilme ets ctmedors and P` AC15 0,t 12, oresstressin tendons;0ndantchara.s.$ PLJSCorL1i� ACIS3i7:1,.3�,3.6 A d.Growspicepfiorlo.gioiitirt G' ;ACI534 t 3 2q: i'I tSH or Ell". e,Plamncnt of oraut. ACI5301 3,5 PPJS:arX3T t.Mamma of PI-estressing grout: ACI5,3011 3.kC PEASF or.Fi 1., 2 The impm1icsn Prwe�,,ram shalt verify: nA zy a.S�c:x[id lacatiiwto�strutxsrral elements P AC°I5341,3n31:'r; PFfSF.tu:FIT b 1 ypc,:si7e and 106tion rrf nnchcars, inclnclrng ACI534,1 2 2(0),; other details of anchorage of masonr}tsa::strtrctural': s PFUSE or EIT rn mbers frurnes or-oher constnu titan_:; 2,14 3 1 k c.Spra ied.Mzc_gradqatvd,ryK sal rernfo cemrn#. AC'153.0 1.IZ a;Weldingolr inforCeMen€:;: ACI530,21:I0.6e2; ' 30,111SE or EIT 3.2:3.4(b); C.'Prolect4w ormasonr}durnia cold ntc tiler and tRr^.21413 (tertY re belOw;Q4"1}Ot hoot tt Cather I? 2104 Pub csr: l l (€cm aturc at+ove gtl°I). _ AC153kl i,8C.I:$® f.Aoplicaticm anal+t uasureme of amoressiog C. A!Cl530 1 3 6.6: f'LtSE or EI7' Prcoaratian b anY'FANaired grou€veciutctt8 mmnar Speviuiem 180 1 105:2 21053 r«dtor poi mtshall be+discrvetl: . ... , A 1,530.1,t,4 Po15G or: t7 cunpliitnvi with recfuircdinspsstionprrr1ssrns;rfthe...,, otLsC€ttction doet�inents qnd tbn a ,n3vcrl°submittals shuli P AGlS30 is 1 S.i P1 tad or t l t. •erifi�i:: ; pmjkt: 'Glatt Prepared; Structural Schedule of S tedal Ilns ec eons CONS RILIc°rI. :EXTENT : VERIFICATION AND INSPECTIQN> CONTINUOUS Y!N AGENT TASK PEFtIOblca C6MMENTS AGENTQUAI.I.FICATi.ONCOMPLETED: IBC Sec t7114.3 SUBMITTAL] OR ':'NONE I,M14aaterisal rErafic diina of IttP,la-Strr al ili wIts.nuts,` r and WFjSlaa�3: a Identification markings vo.:o anforrra to ASTM s[ai elan Appheahlc'•' apcxifred Fri tlae aPneoved a"Situction 2loaxunenti A.ST M material specificattaris;: TBl?:" PE15L ttr l l G -At "aC 335; Scsi,tion A3.4 AISC LRFDi b.I49an�€azturci titivate cif rnm to its c r6quircd; fBi7` PEA) ar EI C 2.hisnectiun of htglt-wcneth bolting M, q Yl'c', AISC LK.Iff1'.'. a<Eteari " t aone�rigaa P; fT3f3; AINSIAISC-SS[ , Seclion M4.5:: b.5Ii ticl axsnnecdiores-. Car P • 1I3�Srxx :: (t #ldaaetunt 1?{t13.3 1`131) AWJArsCst PtT! 3.Mate&verifivation of krvctural stwt��(tBC Sccl:17t?$ ) � _...>. .' J, _...a. r a,ldctAtit eatican mar€.ua s to coaaform try ASThf: ASTM A 64 ; stataaarr spectra tl in ttt�ap�rtrauea ctmstene hc+► ANIM A'568.: 71'BD PPAr or CIT h l4ltuaut9ii-turers'Certified mill test revdrts. ASrM A 6 ar S AS`6M A 568 -T OD PF1SF or.EIT BC Sect 1708 3 Mgcrrtal veretacatl an of weldtaller ma x E: a.ldertifi ation awkinp ta,cantr6rm to AWS s A SC. ASO' spcciltc iaai in the consti%ictinil.:: Ssctaan A3 6 5: Tf m PFs1'or FIT::• dacim=t '.. AlSt LRFL .; b,lklraaaufuctnr.W cMifi6kbf eiwnplratii>e rerluircd, S. TT3f?:.; FsG(if Err., 5 Su1imircm 2 of MVS OL.TwIder,mnif catc Care ll S. pt'S_cr klr AVS C1.1 f : whrz will Ire asld int;thes. ecf (s,Inspm-itna of%%Atha],(I13C'I'7,04 3 1);'. :I)Coaarplett;and partial wnctraflon gra avC welds. : T B[3' A S yl Multi*s fillet titcids_ ---- ,C. 'Cf3t3 AVYS-CVcrl )ySintte-pass tiller eld 5116- A4VS I7I f . .__ .. ;.� � Tf3I} AWS-CVtj 4j Single pass tilla l aveltls«Silfi'. P f13D:. AWS-CWI Si Floof and deck welds; P. AtVs•Cii.3.' TOD AVv r-CW1 b.lteint`arcina steet{II3t SL•ct I903 1. " ., 1 j Verification of cweldabtliW of retn(oreinn ee7.iirlaer" thsn:A5T141 A?tbt}: C. NIA 2)Rcinfcmcuag 5fecl=isastiitb,YTex urat:iiid anal fo€ccs rn inteantediateatadspecial[faornelatfitres;:andbotlltdary C` NfR: 4WSCWi eletrnts of s ecial rcinforcot caraaete shear cvalt aria slrcar rcaatfarccment _. AtiYS DI4;. AC1318.3.52 . she.arfi inforc 6amit.. A. jU . P IT1C5: AW -C I4ernnmnx1, T1.11150caiph of steel,fraamc joint fda t,aik fo c omplia nc.a �777W (II 5 417(14,3;2}vrlth.ammvulaatnstruetlandracaaancrits N a;,f5a Details sue bracing and stiflenang::: fl. TI#1 P) F c>r f I'1' b.Ii fiber Igcattatss:. p. TBD 1xUSL or ElT c:Applitaikin at Iatcnt Mails au each comlection': p T"B13 PE ISI}ar f iT. t ttlofl . P'rctject:: Date Prepared•. Structural Schedule of;Spec al.iwect on Secvicel FABRICATION AND IMPLEl4?ENTATION PROCE.OURFS .STRUC'1<`URAL STE L EXTENT- VERIFICATION AND INSPECTION;. CONTINUOUS, AGENT TASK YIN �ERlaolc, COMMENTS AGENT QUALIFICATION IBC Section 17042 SUBMITTAL, �U�YIP�METED. Et OR NONE .77 1.iFabtimi.onsPr000dores;:R6iew of.fabricatoes ctiriitcn procxdural;and y�tlity camxttrat im�tivals and pctiod uud�iareg of fabetoatii practiecs by no Fahrrcl�or approved speeial inspcoion agency. At the slaull submit completion of fabrics Win,tfte.appmved fabricator shall 5 - TBI.7 PEE or E17 ' submit a tertiflcate of co i;t niphanco 6k.building evdo of of the tiyp omcial.s€eting that the work wa perfmm d in qualifidaiians iaer i6nm with shim approved con blWtion doeuawras_ .Alm t�ertificaritiri At txrmpl�iart of falrricatiotG,the ;. apptoved fabncator tall submit a ccrtiftcatc of cornpl*de to the build ng IBC 17ff4,23 I RB Pl JSE ar I l f:' de official stating that the work was pe fforntcd to>, awordkmce with the' `iowd eanstrmHon doetttrtet ts, P ` 1 Project; Uate Prepared: structural.Schedule of Soechai ins peet din �ierviices FABRICATION AND IMPLEMENTATHQN PROCEDUREES:-WOMITRUSSFS, VERIFICA'TON AND INSPECTION C ONTINl3GUS ... AGENT TASK YtAI RERm1C, COMMENTS AGENT QUALIFICATIONCOMPLETED IBC:Sectlnn 1704: SUBMITTAL, . OR NONE':. 1. Fabrications Procedures:Review of bticator'.s written pmooduealmd quality matrol manuals and periudic'auditing of fabriegLion pmatces by an Falriicator;. approved special mspectioaa agency, At tic !!submit ccintpletion of fabrication,the appmv d f�bncator sba11. S WA:` PfilSE or PIT submit a Certificate of mmpt epee tea the,Wildng bWO ixie of the nisi official stating that the%vorlc was puform d in .0m - accafftice with the approvcd constnictlen Jocaii 4JR . TPI Irtspectiori Program;Fat+ric atovshidl participate lomladw tnspe i Piogram,and, acopy;of the Quality Assursnze.Proacdums; nal;QMLP-94. SubmiCeopy cif ccrtifirate.:All pil subinii a certifrcatc ofcoinplianrx ttt`tht buildiS ILiC!3Q?i:2::2 IV/A PFfgfi FITthe.wo trwas:pe^rlihmied in with theapliioved corustriicti iit duruments 12.ot'"IG 1 Prot- ;Date"Preps red StructufaUSched le 6f Spet lal Inspect v ns; VV C1dI7�:CONSTRUCTION EXTENT VEEPJFICAT16N AND.INSPECTIf1N:. CONTINUOUS AGENT:, TASK YEN PERIOpIG GOtfEIT& AGENT IBC$ea lion 17i)+1:6 $UBIUIIT F,4L; Qt1AI.iMATII : WMPLE W 0R NONE 1.rablicadon of highjmd diephrra mh to ' w n r �.. a.Verify wwd stni€aural I+nttcI shcatlting fair grade and thic&�sss I' IfiC t 04 3 N//t MSB or EIT b.Verifi tkte nomm l sire of fitinihig lueinlxrs zit adjoining pahel edges- P. 1BG 1746 141A.. @1'.lst: EIT ks,Vtrif'tF the nail or st afa[c di€t.etcr,tncl.fettgtit IBC:i704.6 PIft1. YI ESL ar Lit h.Verifssthe nttlrthcr of IIRA icr"tiney k II3C 1:Ztld 6 NIA. PI IiF tsr l,l`I' b Verify_thc spaoin hetweeri,fasteners in each fineiiMatedge.rn ins . .. Y ILi '17lJ (s Pdlk YFJSI or FIT k�aad Tz�sts fur Jiri�t Flattgee' I'rct�ide eS tticra�c.o.�". tt 54tFa tiiFcr's load t,cf!n di vixdancc ciylfs ASTh6`U 17fx1 IBA:I f,�; `klucling the willcal load Ixeating Cape' rnnsicditik S [sest t ICB0- ::'N?A PIidSF o HIT iownt capacity.,and deIIecticait chant tee ltc �vlieu them v sl s reo ealt;etlated naeadttre,rr:crr na�ed k -fhe c.ocie�:: ; Project. Date Pre-paredt Structural&hedhie at Spcic'ial Iiaspectio SEISMIC h<ESISTAN(:E-STRUC URA L _.:.:. EXTENT: - VERIFICATION.AN1)INSPECTION GE?N�iNUOUS TASK AGENT" Y1W GtYMRIENTS WENT COMPLETE UALIFtCATI{1Id. ISC Section 1707 SUB f4TAL, C1 OR NOW i,Spy i[EnsP ,titaas fcsK.isni€c resastiltt w :M Sperial itispecttun�specifEec9`in tltm Se ttc�n �, 's�esrnia is r uired for dic follq�tit � r a.Thr seismic-f=cr resisting: s}xt`�ms in stretctEEres'Essi�ned to P IBC 17Q7 1:; PE�SL:stir::E:IT Schanie'Design Catego C_'[} Cur _.. �.fitraactiiii:d st,�ei:CtatltimaEnas spE!ciaiF _ tn�lr�tiq t tier stroauml uwldiilg to aE t Imc E. iBG I7tJf2 2 AWS-CW1: �s M AISG 341. 3.StrurturA woo :>9.f;tiiztiaeaEnts speca�J uis�iecijun iltuing field glum epeaaiiom dI C. IBC 131�:3:' PEEfSE ar F1T eleattcng of the seisritic foa ce-iC5istr;; h.Peragdii s�eEel mspcettma tlu nailing.bolting,andwing ald other fi�tMiOg Of eoittpbttents: P IBC I3U PFa 6 ert.G1T t4 iflain the seismi-c Sgree resinin ..syst4m..n,luding drag emit& 6rwes,and b6l&doN%ms Cnlrf furAned steel trtalaang.[�a.rtgdic €rt$pecii ru daarinry welding r j tiows of Cements of the cwkll io-ftlrra 4estsuas�.sy,�tean.`. ariadic sjiecaal ins SEttcrna fay sam :.N ttaa:lualett;bEsttietg attcl7gritl�-atrd-ait��t: . ``as[etaing Crf cuantitriteaats+t�atlaira'tlle.seistnec- ' brax'=resag�ting i� stel incltading struts;brows and holiwomns SeesAaEas ascrlatlan�ysta.tn Pros W peeia alle pecaal ins pe�ion daarEn the fabrrt rteExa end `nstallntron a�f;c3otutgr aaratt�:atad cEl }� N (LiC I�t17;8 ianvv tinri deaic ifvsed as pram caf the .eEsanae i�ihtkan systeEal.. a4 of 6 Project: Hyannis Toyota Addition,Hyannis,Mass.- Date Prepared:02-25-2011 Quality Assurance Plan--Seismic and Wind QUALITY ASSURANCE FOR SEISMIC RESISTANCE CHECK LIST [IBC 17051 Seismic Des! n Category. E El E R SEISMIC DESIGN GAMAIRY C OR til .HERc uctural: ❑ Tim seismic-farce-resisting s.vstcros ❑Stwl Braced frames and associatcd conncotionshmchurage ❑Steel:Moment Frames and wsociated connections ❑Shear walls:❑CMu❑wood❑Concrete ❑Diaphragms:❑Floor❑Roof ®Mer. . UALITY ASSURANCE FOR WIND RESISTANCE CHECK,LIST.[IBC 17061 `Mind Exposure Category B-� w c>J Q e; e; QUALITY ASSURANCE PLAN REQUIREMENTS (A Quality Assurance Plan is required where indicated below) tcep Wd' p ' 12 z a4 a x ®. ElIn wind exposure Categories A and B,where the 3-secon4-gust basic wind speed is 120 miles per our to h 52,8. sec or ggreater. Q . Q n wind exposure:Categories C and D.:where the;3-second-gust basic_wind:speed.is i 10 mph 49 niAec or Rreater. Prepared Building Cede Official Acceptance: , Signat D e Signature Date .15 of 16 F . Project. C1abe Prepared Contractor's-Statement.off ResponsilbilitY Each bon tractar responsible far the construction or fabncaticiri of a.;systern.or component: esignated in the Quality Assurance Plan must;sutimit a..Staten ent cif Responsibility. 'The Statem0t of Responsibility is requirett for Seismic Qesign:Category C or:higher:Make additional copies of his form:as required.; Protect: Contr�ctar's Plme Address; Udense;No_ Description of signaled buiid�ng systems and components includad in the Statentidnt of;Responsibility Contractor.'s Ackno'wledgmlent of;specialRequlri Onts f hereby:acknowledge:that t't ave received, read,antl understand.tie Quality Assurance.Plan.and:Speclal Inspection program:' I hereby:acknvwlW that control will<be exercised ti bta oin,00nforrriance witty lire construction documents` approved by tte,t3uilding Official: Signature late: . 'Gointir ctor' Rrvv lion 'TOUT uallty`.06tral Procetlures.fvrexerdsang control within the cx3ntrt<i 5 organizaor,the riaethod and frequency 'of.reporting an :' :the distribution of reports is<attachW: this Statement_ Identification sand qualifications o.the person{s}exercising such d ntrol and their posy on(sj in_ttte::orgarsi atiur< a re:a#tached.,to this Staterribht; 16 of 16 e - CF'THE� r * BAPMrABIX • °l A The Town of Barnstable FD MA'S Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner April 3, 1997 Hon.James McGillen Wynn&Wynn 310 Barnstable Road Hyannis, MA 02601 Re: SPR-013-97 Hyannis Toyota., 1020 Iyannough Road, Hyannis, (294/003). Proposal: Applicant proposes to add an addition to Hyannis Toyota for use as a service area. Present building is 9,878 sq.ft. Applicant proposes to add 5,598 sq.ft. Dear Mr. McGillen, The above referenced site plan was reviewed at the March 20, 1997 meeting of Site Plan Review and deemed approvable and forwarded to the Zoning Board of Appeals. Please be informed that a building permit is necessary prior to any construction. •Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Department. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner °F7HE A The Town of Barnstable + 3ARNSTABLE, Department of Health, Safety and Environmental Services z639. ♦� 'OrEc r�'t" Building Division 367 Main Street,Hyannis MA 02601 . Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner TO: Gail Nightingale, Chairman, Zoning Board Of Appeals S] FROM: Ralph M. Crossen, Building Commissioner . SUBJECT: Re: SPR-013-97 Hyannis Toyota., 1020 Iyannough Road, Hyannis, (294/003). Proposal: Applicant proposes to add an addition to Hyannis Toyota for use as a service area. Present building is 9,878 sq.ft. Applicant proposes to add 5,598 sq.ft. DATE: April 3, 1997 The above referenced site plan has been reviewed and is deemed approved for purposes of referral to the Zoning Board Of Appeals. Attached please find a copy of the letter of approval. TOWN OF HARBSTA$LE L . Zoning Hoard of Appeals • AAAlicittlon fora special Permit _ Date Received v Town Clerk office •u; -- _ • �� '.:For office--use only• 9bP- J Appeal # Hearing Date Decision Due The undersigned hereby applies to the Zoning Hoard of Appeals for a Special Permit, n:'the manner and for the reasons hereinafter set forth: Jack Carter, Trustee Applicant Name: Jabil Realty Trust anon Phone (508) 775-1230 Applicant Address: 1020 I Y gh Road, Hyannis,. MA 02601 . Property Location:. 1020 I anou h Road, Hyannis, MA 02601 Property owner: Jabil Realty Trust Address ofowner: 1020 Iyanough Realty . Phone(a08) 775-1230 Trust I1 VPUcant diftere �� owner, state nature of tatersstt IF= Er of Years Owned: Assessors Map/Parcel Number: . Map 294, Lot 3 Zoning District: t 4Lghwav Business, B s neps and Ind. Groundwater overlay District: Yes special Permit Requested: Sec. 4-4.5(2) Cite Section Title of the Zoning ordinance Description of Activity/Reason for Request: Expansion of a pre-existing nonconforming use. Description of 904struction Activity (if applicable): Applicant proposes to add an addition to his place of business for use as a service area. Adding an additional 5,598 s are feet to`a building containing 9,878 square feet square feet or a totA' f 14 47A Proposed Gross Floor Area to be Added: 5,598 s ft q• . , Altered: Existing Level of. Development of, the Property _ Number of Buildings: 1 Present Use Car dealership — , Gross Floor Area: 7g_ sq. ft. Application for a Special Permit Is the property located in an Historic District? Yes Sf yes ORH Use Only: [l No �] Plan Review Number Date Approved is the building a designated Historic Landmark? Sf Yes [] No Dg es y Historic Preservation Deaartment Use only: Date Approved Have you applied for a building permit? Has the Building Inspector refused a Yes No [] Permit? Yes No [l All applications for a Special permit process must be successfullyC quire an approved Site Plan. That Appeals pleted prior to submitting this application to the Zoning Board .of Sor Buildinc Decartment Use only Not Required - single Family [ ] Site Plan Review Number Date Approved Signature: The following information must be submitted with the application at the time of filing, failure request: to supply this may result in a denial of your Three (3) copies of the completed application form, each with original signatures. Five (5) copies 'of a certified the dimensions of the land, all Property ater(bodielot sland showing surrounding roadways and the location of the existing improvements on the land. Five (5) copies of a proposed site improvement plan, drawn by a certified professional and approved by the Site Plan Review Committee is required for all proposed development activities. show the exact location of all p This plan must roposed improvements and alterations on the land and to structures. See econtents of site Plan», Section 4-7.5 of the Zoning Ordinance, for detailed requirements. The applicant may submit any additional supporting documents to assist the Board in making its determination. signature: Date March 31 , 1997 APpricant•s or Agents Signature James F. McGillen, Esq. Wynn & Wynn, P.C. Agents Address: 310 Barnstable Road Hyannis, r4A02601 Phone (508) 775-3665 Fax No.(508) 775-1244 11.75�-g &j rA*Lr owr oisraKl Lxf c m riA S •FESTIVAL AT HYANNI5` SOUTH WINO L 7,A ? 19•X0 1S.A-1 AC m 111 / ;z / 20.07AC FESTIVAL- ^r H NN/S" g fc•�a �aoa .i . . �9Le :� 68-� r•�s) . is-/ z•sel h-� r-a�� CO-1 =-lh 11 1.33t ` m .. 50urH wIN ~-2gs-/S.moo GG .a7o �LA.ZA" e. �M-29S-N.X+=. Z •U O l GG - •♦ t , w 4 ee Cis ��aeeK TeYeTA i cu t � o 'b �3 cg. i ! A c t � e e, •47� ;1 1 a `J'r � 1.7 6 AG w 69.3 23 O WAY � .•NEWn�gnei 0 y FILAGE CONOVMIN�Vn S• 1 a . 30 ti JJqC 3> 24 ts4c ®�fir.... -a.0- fJIM PROPERTY ADDRESS ZONING I DISTRICT CODE SP-DISTS.I DATE PRINTED I STATE I PCS I NBHD PARCEL IDENTIFICATIO KEY NO. CLASS 1.020 ROUTE 132 07 B Y 1 4 LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS Lana By/Date Slze Dimension Y UNIT ADJ'D.UNIT BULLOCK. CHRISTOPHER K. CD. FFDe Ih/Acres LOC./YR.SPEC.CLASS ADJ. COND. P PRICE PRICE ACRES/UNITS VALUE Dexription MAP- #LAND 3 550,560 CARDS IN ACCOUNT - 3D 3SITE 1 x 2.7 =10 92 219999.9 202399.97 2.72 5505UO #BLDG(S)-CARD-1 3 276,700 01 OF 01 A #OTHER FEATURE 3 10,400 CO T N , SALE S/SERVAVING U X = 100 468937,0 468937.0 1.00. 68900 8 #PL RT 132 MARKET' - p PV1 PAVING S X . C= 100 .4 .45 23000 10400 F #DL LOT PAR D INCOME 7355.30 A #RR 131E 0285 USE D APPRAISED VALUE D J A 837,600 TU PARCEL SUMMARY A S LAND 550500 T SLOGS 276700 M 0-IMPS 10400 F E TOTAL 837600 ' INCNST E N DEED REFERENC Ty! yw DATE RecorEeO R I O R YEAR VALUE A T B.ek Pape InaL Mo. vr.D sae.Pr p LAND 550500 T S 6535/0261 I111/88 A 1 LDGS 287100 U 2666/2601 � 0/00TOTAL 837600 iR I E S BUILDING PERMIT � Nber � LAND LAND-ADJ INC ME SE SP-BLOS FEATURES SLD-ADDS UNITS um Date Type Amount - 550500 1040 - 468900 _-.--- Con sl. Total V�epa�r Built Norm. Obsv. m Class Units Units Base Rate Adj.Rate A�7 1t9 Age, Depr. Cb%o CND. Loc. %R.G. Rapt.Cost New Adj.Repl.Value Stories Height Roos Rms Bathe •'Fia. P-ywrtl Fac. 6.2C. 001 000 001 774 775 19 79 80 59 468900 276700 2.0 1 . 1 11.0 Description Rate Square Feet Repl.Cost MKT.INDEX: 1.OO IMP.BY/DATE: / SCALE: 1/OO.2 O ELEMENTS CODE CONSTRUCTION DETAIL S SAS 100 .00 3080 GROSS' AREA 12880 AUTO DEALER CNST GP:01 T ' FSF 90. .00 1540 STYLE. 35COMMERCIAL 0.0 R FSF 90 .00 5180 1 FSF ---------------- �- B20 60 00 3080. ESIGN_ ADJMT ----------------------0.0 0 U - EXTE R.WALLS _00 0. C. " ! EAT/AC- TYPE_ 00 --- ----- 0.0 T 74 74. INTER.FINISH _00 0.0 NTER--------- ------------------- U ! ! NTER.LAYOU7 00 0.0 --------------- --- R ! ! NTER.M ALTY 00 --------- --- 0.0 --------------- A ! -LOOR_STRUCT 00 0.0 L p W *-----70-----* E FLOOR COVER-- -00 ------------------0.0 E Total Areas Aus_ Base_ 9800 ! ! ROOF TYPE _00 __________________0.0 BUILDING DIMENSIONS 44 BASE 44 -LEC7RICAL 00 0.0 T SAS W70 FSF S22 E70 N22 W70 .. ! OUNDATION- - -00 ----.-------------- 0.0 A SAS N44 FSF N74 E70 S74 W70 .. ! ! -------------- --- --------------------0_. SAS E70 S44 .. *- 70-----X --------------- L 22x COMMERCIAL NBHD IN HYANNIS HY04- LAND TOTAL MARKET ! FSF ! PARCEL- 550500 837600 *-----70-----* AREA 527520 VARIANCE +0 +59 STANDARD 50 - �tP • �`` AMIM nir ! • ..\- ,f ,ter�..+. gkf'ki'� i .iY„L. ',,.._a.l� :. l�/I,,•" 1��. .:...�` 1m�.rs.ru��o� � �11oN�-• f " ct,': sty ♦ f�/, Q: _ DRAINAGEr DETAL Ir/ j: -------� -r -• is,1 i t�f • � I f1'�41ii9� _ ) MTN,, j .•n. i • i Err L��: YIN � � 4_ m� L' m:t'V, I CATCu a r ♦ � f r:i e. ASI_N DFTA� F <. 4yD - ! IIIIIII/^ T• ° •lei. I / _4r• �'�_--'ems,.. ,. :FINER DF1y 1; GENERA NOT S t SITE PAN ,t•. .down clPeejineerin i - 7+�•r=`�"^..•,11•� SWRDIC PROPOSED.ADOMo . . B•• nc. �•�F'^; v drq IND SRE DIPRO N.. • CIVt6,ENCINEER3 `�we,.e`��e'�`•_••••�^""�" VLuEN�q'; . LAND 9URVEYOR3 ,•e" ^••.r.�� AT'#1020 RT 132 wt WN SL HYANNIS•'MASS. '... YANN% ro•u.•r 1•.tws III.• Town of Barnstable-Planning Department-Staff Report i Appeal No. 1997-61 Carter-Special Permit: Section 4-4.5(2) Expansion of pre-existing nonconforming use Staff Review and Comments: Parking Spaces/Traffic Circulation The standard for retail and consumer service is one space per 200 sq. ft. With the expansion, the building will total 15,476 sq. ft. At a recent site visit, it appeared that approximately half the parking was occupied by vehicles for sale. The plan states that 77 parking spaces are required and this appears to be a conservative estimate, based on retail use of the entire building when probably some could be considered office use and storage with a lower parking standard. Although parking will be reduced from 209 to 198 spaces, there appears to be no inadequacy in parking provided. The limited the site access of one entrance makes a simple, effective configuration and avoids vehicle conflicts as cars enter or exit. The Board may want to consider making the entrance right turn only, in and out, in view of the amount of traffic on Route 132 and the difficulty and danger with left hand turning movements. The Engineering Department reviewed the proposed drainage and recommended the installation of an additional catchbasin along the east lot line, and drainage trenches with "maximizer" units, on the north and West side of the lot. This suggestion was accepted by the applicant and is included in the plans before the Board. Gully on East Lot Line There is a deep gully along the east side of the Hyannis Toyota property abutting Victory Fish beginning about 30' back from Route 132. A 10'wide Right Of Way is shown along the Hyannis Toyota lot line which leads to a rear lot with no other access. Practically speaking, because of the gully, it will be very difficult to develop this Right of Way. There are pines, a crab apple in the bottom of the gully and many wild shrubs along the banks. It is recommended that the existing plants on this bank be left where they are, since they are probably helping prevent erosion, but any bare areas off the pavement be seeded: Groundwater Concerns: It should be noted that the applicant has done considerable improvements as related to the operations and the location in a GP District. All below grade tanks have been removed and are above grade and meeting today's standards. The existing and proposed addition has state of the arts floor drainage for the separation of oil and gas from water, roof drainage system, recycled car washing, and advanced parking lot drainage. Provision D: Provision D of Section 4-4.5(2) permits the Board to require improvements in order to reduce the impact on the neighborhood and surrounding properties. Staff would suggest that the applicant and Board may wish to consider some of the following: • The"painted parking lot islands" may be converted to landscaped islands and opened for natural drainage. The property is in the GP Groundwater Protection District, and the open islands would facilitate nature on-site drainage and also reduce the amount of impervious surfacing. • Connection of the locus via a pathway to the neighboring Victory Fish (Gibb's) site recently approved by the Board and counting a sidewalk. • If agreeable to both parties (the applicant and Gibbs Management) should consideration be given to a driveway connection between this site and the proposed new roadway entering Gibbs and the Stop & Shop? Has the applicant explored this ? • Bumper stops or curbing should be installed along the east edge of the parking area to prevent vehicles from the albeit unlikely possibility of anyone ever driving over the embankment. • Right in and right out only entrance. • Reduction in the height and intensity of the parking lot lighting. 2 Town of Barnstable Planning Department Staff Report Appeal No. 1997-61 Carter/Hyannis Toyota Special Permit ursuant to Section 4-4.5(2) Expansion of Pre-Existing Nonconforming Use Date: May 22, 1997 To: Zoning Board of Appeals From: Approved By: Robert P. Schernig, Director Reviewed By: Art Traczyk, Principal Planner Drafted By: Laura Harbottle, Associate Planner Applicant: Jack Carter,Trustee for Jabil Realty Trust d/b/a/Hyannis Toyota Property Address: 20 oute 132, yannis Assessor's Map/Parcel Map 294, Parcel 003 Area 2.72 ac. Zoning: HB Highway Business Zoning District Groundwater Overlay: GP Groundwater Protection District Filed,April.3, 1997 Public Hearing,May 28, 1997 Decision Due,September 5, 1997 .................................................................................................................................................... Background: The property that is the subject of this appeal is a 2.72 acre lot improved with a commercial building of 9,878 sq. ft. which is occupied by Hyannis Toyota, a retail car dealership and service for Toyotas and other automobiles. This business replaced Bullock Toyota, which had previously sold and serviced cars at this location. According to Assessor's records, the building housing the automobile dealership and service bays was built in 1975. The property is located in the HB Highway Business Zoning District and in the GP Groundwater Protection Overlay District. The applicant is proposing to expand the service area of Hyannis Toyota by 5,598 sq. ft. and is seeking a Special Permit to expand a pre-existing non-conforming use. The auto sales and service is non-conforming in term of the Groundwater Protection Overlay District. That overlay district was first established in 1987 by Article 2 passed by town meeting on November 07, 1987. The use was established in 1975 and predates this amendment to the ordinance that caused the use to be -.4 non-conforming. The GP Groundwater.Protection Zoning District, Section 3-5.2 6) m), does not permit motor vehicle cleaning, service or repair. The expansion of the building wiladd four extra washing bays for cleaning cars and may also include two additional lifts for repair. A portion of the expansion will meet new requirements by the Registry of Motor Vehicles.that businesses conducting car inspections designate one bay to be dedicated for use for inspections. The addition will result in an expansion of the non-conforming use, requiring a Special Permit from the Zoning Board of Appeals. A Special Permit in accordance with Section 4-4.5(2) Expansion of Pre- Existing Non-conforming Use is required to expand the facility. It should be noted: • A requirement in GP Groundwater Protection District is to have no more than 50%of the site impervious. The plans submitted by the applicant give the impervious surface as 72%, so this lot is non-conforming in this aspect also. • Portions of the existing building are less than 30'from the side lot line. According to Section 4-4.4(1) expansion may be allowed as of right as long as the nonconformity in structure is not increased. Town of Barnstable-Planning Department-Staff Report Appeal No. 1997-61 Carter-Special Permit: Section 4-4.5(2) Expansion of pre-existing nonconforming use • Additional plantings along Route 132, inclusive of the public right-of-way. The plan shows that the existing site does not contain the required 10 foot landscaping buffer along Route 132. • According to the present zoning ordinance, a 198 spaces parking lot would require 25 trees of 2 inch caliber to be installed and nurtured. Planting of this magnitude would greatly inherence the appearance of the dealership and of the roadway. Staff Recommendation: If the Board finds to grant the relief requested, they may wish to consider the following conditions: n 1. The property shall be developed according to a Site Plan for Hyannis Toyota by Downcape Engineering dated March 29, 1997 including parking, drainage and other improvements, excepted as specified below. The proposed addition shall be constructed according to this plan, and total area of the addition shall not exceed 5,650 sq. ft.. 2. Use of the site shall be for the sale, servicing and repair of automobiles. No other uses shall be M permitted. 3. This addition shall contain no more than four extra washing bays for cleaning cars and two additional lifts for car repair. No further expansion shall be permitted without prior approval of this Board. 4. The entrance shall be reviewed by the Engineering Department to determine whether any alteration is needed to make the site entrance Right Turn In, Right Turn Out configuration. The entrance:shall be posted "Right Turn Only." 5. A bituminous curb shall be installed on the east edge of the parking area. 6. Twenty-five-2 inch caliber or better trees or flowering shrub trees shall be installed on the site. Preferable within the area fronting of to Route 28 and aligning the parking lot and within open islands with in the parking lot. Flowering or evergreen shrubs shall be planted at intervals along the east and south sides of the building. All landscaping shall be kept maintained and nurture to grow. Dead plants shall be replaced. 7. All requirements of the Health Division, Building Division, Conservation Division and Fire District must be met.. r 8. All drainage shall be contained on the lot. Attachments: Applications Assessor Map Plan Reduction copies: Applicant/Petitioner Building Commissioner 3 i IME A ■ARNSrABM 1659. �'0� The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner April 3, 1997 Hon.James McGillen Wynn&Wynn 310 Barnstable Road Hyannis, MA 02601 Re: SPR-013-97 Hyannis Toyota., 1020 Iyannough Road, Hyannis, (294/003). Proposal: Applicant proposes to add an addition to Hyannis Toyota for use as a service area. Present building is 9,878 sq.ft. Applicant proposes to add 5,598 sq.ft. Dear Mr. McGillen, The above referenced site plan was reviewed at the March 20, 1997 meeting of Site Plan Review and deemed approvable and forwarded to the Zoning Board of Appeals. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Department. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner 42 Mass. App. Ct. 422 422 ; Cox v, tkerd of Appeals of Carver. Cox v.Board of Appeals of Carver. Commercial Design Associates, Inc. (Commercial), a special permit to extend a nonconforming use for the operation of a mobile home park to a tract of land which was located across, the street from its existing mobile home park. The plaintiffs, " abutters of the subject parcel, appe aled from, the decision to pATRLex Cox & another' vs. BOARD OF APPEALS OF CARVER the Superior Court. A judge of the Superior Court concluded & others.' that the board had exceeded its authority in granting the permit on the ground that the proposed nonconforming use No.96-P-461. could not be extended to a tract of land which did not meet Plymouth oe«,n�er 17,1996 -April] 1997. the area requirements for the operation of a mobile home park under the Carver zoning by-law and reversed the board's Present:PoRAnw, &.[RMAND•"• decision. Commercial filed this appeal. Commercial asserts that the judge erred in ruling that .(1) the plaintiffs had a g g right to amend their complaint to add Commercial as a party Practice, Civil, Complaint, Amendment, Parties, aggrieved. Standing. Zoning, home, Nonconforming use.or structure, Person aggrieved. { after the plaintiffs had filed their original complaint in the Superior Court; (2) the plaintiffs had the requisite standing to In an action timely brought under G.L.c.40A, § 17,seeking review of the pursue this appeal; and (3) the board had exceeded its author- grant of a special permit by a board of appeals, the judge correctly ruled jty, We affirm. that the plaintiffs had a right to amend their complaint before a We set out the undisputed facts essential to our decision. responsive pleading was filed by the defendants, to add the name of the Commercial entered into a purchase and sale agreement to original applicant for the permit as required by G.L.c.40A, § 17.t4241 and having a front In an action brought under G:L. c.40A, § 17; plaintiffs had standingIs where re to buy a on a tract of land of water known as ]ohms Fond on the condi- seek review of the grant of a special permit di a board of appeals agey town and State permits to. they were abutters and where the judge's findings,that the proposed use tjon that it secure all the necessary would have a negative impact on the plaintiffs property and that the use the land as a site for eight mobile homes. This tract of. plaintiffs were not straws, were supported by the evidence. 1424-4251 land was located across the street from a 22.67-acre:mobile A board of appeals exceeded its authority in granting a special permit to home park containing sixty units and operated by its 'limited extend'a nonconforming use for the operation of a mobile home park to WatervleW ASSOCIateS Of Carver Limited Partnership bile home a partner,existing mobile P a tract of land across the street from the exr g P where the tract of land did not meet the area requirements for such a (Waterview). Commercial filed an application with the boar o expand the existing mobile home use under the zoning by-law and where no variance from the by-law seeking a special permit t .provisions had been granted. 1425-4261 park to the 2.53 acres to be used as a site for eight additional mobile homes and as a beach area for all the.residents of the existing mobile home park. At the time of the filing of its al) CLvu. mcL Lort commenced in the Superior Court Depart- placation, the zoning by-law of Carver required 100 acres for . ment on February 22, 1994. the operation of a mobile home park and a special permit The case was heard by Patrick F. Brady, J. from the board. The board granted Commercial the requested special permit Richard M. Serkey for Commercial Design Associates, Inc., .. and filed its decision with the town.clerk on February 4. On & another. . February 22, the plaintiffs fled a complaint in the Superior. William D. Rounds for the plaintiffs William, J. The board of appeals of Carver (board) granted Court appealing from the board's decision but failed to name Commercial, the special permit applicant, as one of the par- ties as required by G. L. c.40A, § 17. On February 2$, the 'Diane Cox. 'Commercial Design Associates, Inc., and Waterview Associates of plaintiffs filed an amended complaint naming Commercial as Carver Limited Partnership. t t ..j ' t � 424 42 Mass. App. Ct. 422 42 Mass. App. Ct. 422 4 q. Cox v.Board of Appeals of Carver. ' I Cox v.Board of Appeals of Carver. } one of the parties. The plaintiff mailed a copy of the amended tion that he is a person aggrieved who is entitled to challenge complaint to Commercial on February 26, but it was not L7 a zoning board's decision. G. L. c.40A, § 17. Once his stand- received by Commercial until. after it had assigned its rights 4 F ; ing is challenged, however, it becomes a question of fact for to purchase said land to its limited partner, Waterview, and ? the trial judge based on all the evidence presented whether he after Waterview had completed the purchase of the 2.53 acres is an aggrieved person. Marashlian v. Zoning Board of Ap- on February 28. peals of Newburyport, 421 Mass. 719, 721 (1996). We now address the landowners' claims of error. Here, the judge found that the proposed use will have a 1. Amendment of the complaint. The Superior Court judge negative impact on the plaintiffs' property from the increase ruled that the plaintiffs had the right to amend their com- plaint in pedestrian traffic resulting from the use of the tract in plaint under Mass.R.Civ.P.1 5(a), 365 Mass. 761 (1974), to f question as a beach area not only by the prospective occupants add Commercial as a party because no responsive pleading of the mobile homes to be located on the tract but also by the had been filed .to the complaint. He found Commercial's as- occupants and their guests of the existing mobile home park. sertion that it had relied on the flawed state of the pleadings The judge also found that the plaintiffs had in fact paid some .in going forward with the purchase was not credible because of their legal fees and expect to pay more. His findings are Commercial was aware that an appeal had been taken from j supported by the evidence presented and based upon our view the board's decision and should have known that the plaintiffs of the record are not clearly erroneous. Id. at 722. could amend their complaint to add it as a party. 3. Extension of the nonconforming use. Commercialcontends that the judge erred in concluding that the board Although G. L. c. 40A, § 17, requires 'that, if the com- had to find not only that the extension of the mobile home plaint is filed by someone other than the original applicant, s park to the tract in question would not be substantial) more the complaint shall name the original applicant as well as all P detrimental than the existing mobile home park to the the members of the board of appeals as party defendants, a neighborhood but that the proposed extension would comply court in its discretion may allow late.joinder of a necessary with the area requirements of the zoning by-law. party provided the appeal has been timely filed and there is At issue is the language in the first two sentences of G: L. no showing of prejudice. See McLaughlin v. Rockland Zoning c. 40A, § 6, as inserted by St. 1975, c. 808, §. 3, which. reads Bd. of Appeals, 351 Mass. 678, 683 (1967) (under prior law, in pertinent part as follows: not materially different in content, late joinder of original ap- plicant permitted by court where no material delay resulted "Except as hereinafter provided, a zoning ordinance or.. in the prosecution of the appeal). See also Pierce v. Board of by-law shall not apply to structures or uses lawfully in Appeals of Carver, 369 Mass. 804, 808-812 (1976). In the cir- existence or lawfully begun . . . but shall apply to any cumstances presented, we do not conclude that the judge change or substantial extension of such use . .. . Pre- abused his discretion where the appeal was timely, the existing nonconforming structures or uses may be plaintiffs acted promptly to correct their error, and Com- extended or altered, provided that no such extension or mercial who was represented by legal counsel was aware that alteration shall be permitted unless there is a finding by an appeal from the board's decision had been filed in the ; the permit granting authority or by the special permit Superior Court at the time of its purchase of the 2.53-acre } granting authority designated by ordinance or by-law tract, that such change, extension or alteration shall not be 2. Standing.'Commercial argues that the plaintiffs lack substantially more detrimental than the existing noncon- standing to pursue this appeal because the plaintiffs' land forming use to the neighborhood." which abuts the tract in question will not suffer any decrease In Rockwood v. Snow Inn rrorp.,.409 Massa 361, 363=365 in value from the proposed use and the plaintiffs are pursuing (1991), the Supreme Judicial Court resolved the a m- this appeal on behalf of a nonabutter who is contributing to apparent a their legal fees. An abutter is entitled to a rebuttable presump- biguity created by the two sentences by ruling that the' first i k 426 42 Mass. App. Cox Y.&>ard of Appeals of Carver. Y�2y i It �l y,, ; r,,A, i and second sentences when read together permit extension~.• 1k i and changes to nonconforming structures if(1) the extension or changes themselves comply with the ordinance orb -law -�. ; ► t `` and (2) the structures as extended or changed are found to be not substantially more detrimental to the neighborhood than the preexisting nonconforming structure or structures. Id. at rl Ik •-1t' { �� y ' . 4 364. We see no reason why the same test is not equally ap- plicable to any,change or substantial extension of a noncon- forming use. As the Supreme Judicial Court pointed out In r t + the Rockwood case, to construe G. L. c. 40A, § 6, as Com- '' ► ` �'"='b'1 r ! mercial contends, would render the first quoted sentence that a zoning by-law shall apply to any change or substantial I' IMj� extension of . . . (a nonconforming) use" meaningless and surplusage. Accordingly, the judge was correct in ruling that the board exceeded its authority in granting a special permit because, absent a variance, Commercial's use of this land for a mobile home park did not meet the 100-acre area require- . ' ¢I l !1 k menu for a mobile home park under the Carver zoning by- ' law.' A finding that the extension of the nonconforming use would not be substantially more detrimental to the neighbor- hood is simply not enough. - 1 5 1 yyyy f L]}r • ( .,5 tlft �, ' 1i S({; r}�illr Judgment. f 1 a rnned. .. _: i 1 - i �, 2r� Ik-., •♦ / h it 'I H ' I , II i .f l , Illtllpp f 1 , 'r1 I , t¢r ♦ ! :, , .-,{ .s 7 2 Ig, ��12, d 1 Ft rl ✓1 Ir�lti'`tM�f� t 2t 'j'I. .t• ° 21,15 I a't rk. 1 i Fi 1 Ij i r�+" 64>' ►' (ti q k�tsr '' 1 ,#11M rr + d �, r r L s 4ts f ��';,lar2 tl�e2��q'{1.�'�'y� ,,yT�"+ t�ki '•'�, �� `, �f ,52`15 y, + _ 1 Me trial judge also noted that zoning authorities generally agree that a. � g _ - I nonconforming use may not be extended to encompass land or property � � i{ i }.!�:i•,:'.,•i r ! !!ht I�"( k��#., { Y t��'k f ,l { ter. � � rP-12�.r, r P that was acquired after the passage of.the zoning ordinance barring the use. to See Annot., Change in Area or Location of NonconformingUse as Viola- . 1 ' r. , + ;(l 2+��• I�I it rfr I.t+ lion of Zoning Ordinance,-56 A.L.R.4th 769, 809=811 198 We need not ' , i'd(�t�C$4,4 '.,/1..;l.1.,,,��,t![k , h,, 1 ijtti rt Ir�xiskr i`+i 'k• ?,ti't'i{ ( )• decide this issue because we agree with the trial judge that this case maybe f 3 ('1ky'I.1 Hf 12-"F', hR «, '� I ! 3 iG�iA +�.I iT.ti- 7 rr igl,.,t�i� , 71< , f t: c , 1 I • { ,tY R r resolved simply b construing G. L. c. 40A, 6, But we Revere v. Ruwe �,�,��: Conrr. Co. 362 Mass. 884 g885 1972 ��{, i ;v►i ,fl �da4 y!�yit,�l�ii�st}t� } IY•� � ; # f� , q ( ) (storage of rock salt on land' . i ii�' Purchased by landowner before passage of zoning ordinance y P g g Ynance barring its use for this purpose protected as nonconforming use but remaining land. i r t+, t, :lit A{<� 1 . ftt'•� I t i?'{rl _,4s�.S ��•i Nr k,!'+13• I'7 Y lSitj r+r r� .t:S,�•fiqr c -r r t :� acquired after passage of ordinance was not). g j 1. d' I 4 i III, ', Zl,i 1. ly,ti i �� r Ilr ,{�Ilr le f•,. -1 � ,. 1 { �( ` I q P g -1. sae ! y f•! �f nr,{ � ,,Mls•„ J)}� t,f r. (� ,�+. i � I 1 q !> r I • �r2 tM��l��"il fd �h{,f,NS�(, F �+1�,;,T,,4gr��uilr� ' `�. 7'.J�l,n I {4,`� ,�' � , � � .� .. p• tyy�y��li 'i ,.1',��'r.� ,i�i,!1�.5. r:". k�� c,� d ,h. r , r ' Iy�. t:.2 _qq `�i,. 2 `, ,,.. .� ra , EXISTING 6" CAL. TREE h I EXISTING CATCH BASIN /PROPOSED /DUMPSTER J- r I n 1 AREA ! O.H. — — — — — — r — _PROPOSED CATCH BASIN GATE J J 1 ^ J 1 m CORR. HDPE PIPE AT 1% LOST SPACE EXISTING LIGHTPOLE INV.54.4 6 SCH 4 PVC A 2% EXIST 6' CHAIN11NK �--- PROPOSED CONTOUR I gDNNECT GUTTE S BOTH SIDES FENCE (TYP.) 42. 5 --- EXISTING CONTOUR ! / /JNV.54.6 SEWER MANHOLE J / / / N / � 1 / EXIST / / GATE / MAP 294 PCL 2 RODNEY CORSON.. / / EXISTING � DUWPSTER AREA / J PROPOSED ADDITION PROP, SLAB EL.=58.90' m cl) r` 5600 SF , P 28'0 EXIST PORTABLE CLEAT. WITH STORAGE UNIT r / AT i TO LION. 70.1, 1 AT WELL EL, J 9 SE; UPOLE J (Nc . h 1 i 1 Ir i r PROP. SHRUBS 1 ' � r 1 r , PROPOSED SEWER M 4HOLE ' FORM UP 0 FLIU PIK4 HE1C+- EXISTING METAL BUILDING METER " HYANNIS TOYOTA 'SLAB EL.=58.90' c ' V 9878 SF EXIST. LINES NOTE: INVERT AT LEAST r 1. FROM AS-BJILT .3.6' BELOW GRADE -�JUL ,31 ''fir 10: 14 DES110HI1 I•IELL DRILL. P.1 Cape Cod Test Boring MJFQT BORING NO. B1 5 Rayber Road,Orleans,MA 02653 Hyannis Toyota 1 OF 1 (508)240-1000 Route 132,' Hyannis, NA SHEET �� div.Desmond Well Drilling, Inc. tOLLER: T. Desmond GORING LOCATION: F1< pen. T. Powers GROUND SURFACE ELEVATION: Engineering DATE START: 7/29/97 DATE END: 7/29/97 19�PECTOR: Arne Ojala/Down Cape b4��x�}" HSA NOTES AUGER SIZE. NA SAMPLER:SAMPLER CONSISTS OF A TWO INCH 7 CASING SIZE: SPLIT SPOON DRIVEN USING A 140 LB.HAMMER SCREEN SIZE: NA- FALLING THIRTY INCHES, WELL SAMPLE i SAMPLE DESCRIPTION INSTALLATION NO. PEN/REC DEPTH/FT BLOWS 6- 0 Blacktop Sand/gravel 1. 3, � �� 5- 4-50 Fi>1e-medium sand Fine-•medium-coarse gravel Brown/dry E 8' 2 24 14 13-17-30-42 Fine-medium-coarse sand Fine medium gravel Trace rock chips Brown/dry End of boring. Drilled to 8' . Sampled to 10' . I3o groundwater encountered- . I F I- i GRANULAR SOILS COHESIVE SOILS WELL INSTALLATION KEY PROPORTIONS USED SLOWS/FT DENSITY BLOWSIFT DENSITY 0.4 V. LOOSE '2 V.SOFT •CEMENT ® BENTONITE Trace 0-10% 4-10 LOOSE 2-4 SOFT Little 10-20% 10.30 M DENSE 4-8 M.STIFF -SAND PACT( �•SCREEN Some 20-35% DENSE 8-t5 STIFF V.AppROX.WATER r And 35-509'0 V.DENSE 16-30 V.STIFF Z-SOILBACKFILL >30 HARD LEVEL t CAPS � T3',.� BORING RD_, 1 `` - -------------------------------------------------------- ---------------------- JUL ?1 '97 10: 1__ IiES111011I1 kJELL DF:ILL. P.2 Cape Cod Test Boring qRojEC1 BORING NO. g 2 5 Rayber Road,Orleans, MA 02653 Hyannis Toyota (508)240-1000 Route 132, ;Hyannis, MA SHEET 1 OF 1 div.Desmond Well Drilling, Inc. DRILLER: T. Desmond BORING LOCATION: KtRER: T. Posers GROUND SURFACE ELEVAT1oN: PECTORArne 0'ala/ Down Capp en ing DA F START: 29 g' DATE END: SAMPLER:SAMPLER CONSISTS OF A TWO INCH NOTES AUGER SIZES a"X4" HSA SPLIT SPOON DRIVEN USING A 140 LB.HAMMER CASING SIZE' NA PALLING THIRTY INCHES. SCREEN SIZE: NA SAMPLE SAMPLE DESCRIPTION WELL NO. PEN/REC DEPTH f FT BLOWS 6' WELL 0 Blacktop Sand/gravel 3' 1 24 15 3'-5' 15-25-28-30 Fine-medium-coarse gravel Some fine-medium-coarse sand Brown/dry 8' 2 24 8 8'-10 14-16-23-31 Fine-medium sand, trace coarse san Tr$ce fine-coarse gravel (rock in shoe) Brown/dry Eno of boring Drilled to 81 . Sampled to 101 . No` groundwater encountered. i i i GRANULAR SOILS COHEssvE SOILS ` WELL INSTALLATION KEY PROPORTIONS USED SLOWS/FT DENSITY BLOWSIFT DENSITY 0-4 V.LOOSE c2 V.SOFT *,CEMENT ®-BENTONITE Trace 0-10% 4-10 LOOSE 2-4 SOFT LMW 10-20°/o 10-3D M DENSE 4-8 M.STIFF 93-SAND PACK •SCFUN Some 20-35°k 30 50 DENSE 8-15 STIFF �.APPROX.WATER And 35-50% s50 V. DENSE 15.30 V.STIFF Z-SOILBACKFILL >30 HARD LEVEL CAPE COD TEST BORING BORING No. B2 ---------------------- - - - ------------ ------------ v�_ JLL' 31 '91 1Ct 1� DES1101 D (JELL DRILL. P.3 Cape Cod Test Boring Pf3QJECT BORING NO. 83 5 Rayber Road,Orleans, MA 02653 (508)240-1000 Hyannis Toyota SHEET 1 OF 1 div.Desmond Well Drilling, Inc, Route 132, Hyannis, MA OMLLER:T. Desmond BORING LOCATION: HELPER: T. Powers GROUND SURFACE ELEVATION: DATE END: 7/29/97 I�DECTCW Arne O'ala Down Ca Engineering DATE START: 7/29/97 NOTES AUGER SIZEAVX4" HSA $AMPLER:SAMPLER CONSISTS OF A TWO INCH CASING SIZE: NA $PUT SPOON DRIVEN USING A 140 I.S.HAMMER i FALLING THIRTY INCHES_ SCREEN SIZE: NA SAMPLE SAMPLE DESCRIPTION WELL INSTALLATION NO. PEN/REC DEPTH/FT BLOWS B" 0 Blacktop Sand/gravel 3' 1 24 9 31-5' 14-26-25-26 Fine medium-coarse gravel Rock chips Fine-medium-coarse sand Brown/dry 8' 2 24 12 8'-101 -14-27-38 Fine-medium sand Trace fine gravel Brown/dry (lairge gravel in shoe) End of boring. Drilled to 131 . Sampled to 151 . No groundwater encountered. GRANULAR SOILS COHESIVE SOILS ! WELL INSTALLATION KEY PROPORTIONS USED BLOWS/FT DENSITY BLOWS/FT DENSITY 0-4 V.LOOSE <2 V.SOFT •CEMENT 0•BENTONITE Trace 0-10% 4. 10 LOOSE 2'4 SOFT . Little 10-20% 10-30 M DENSE 4-8 M.STIFF Q.SMD PACK SCREEN Some 20-35% 30•50 DENSE 8-15 STIFF>50 V.DENSE i5-30 V.STIFF Z �'•APPROX.WATER And 35-50% •SOILBAWILI >30 HARD LEVEL BORING NO. R3 r -------------------- TI_IL 31 '971 10: 16 I CSI.10ND WELL DRILL. P.4 Cape Cod Test Boring OBOJECT 5 Rayber Road,Orleans, MA 02653 Hyannis Toyota BORING No. B 9 (S48)240.1000 Route 132, �Iyannis, MA SHEET _ 1 OF-j- div. Desmond Well Drilling, Inc. OMLLER: r1l. Desmond BORING LOCATION: i ER! T. Powers GAPUND SURFACE ELEVATION: OSPECTOR:Arne 0 j a1a Down Cape Nine DATE START: 7/29/97 HATE END: 7/29/97 $06MPLER:SAMPLER CONSISTS OF A TWO INCH NOTES AUGER SIZE: 6%"x4l HSA 0LIT SPOON DRIVEN USING A 140 Lt3.HAMMER CASING SIZE:NA FALLING THIRTY INCHES, SCREEN SIZE. NA SAMPLE SAMPLE DESCRIPTION WELL " NO. PEN/REC DEPTH I FT BLOWS 61 INSTALLATION p Blacktop Sand/gravel 3, 1 24 12 31-5' 10--25-40-36 Fine-medium-coarse gravel Rock chips Fine--medium-coarse sand Brown/dry 8' 2 24 10 8'-10' 9-11-10-8 Same End of boring. Drilled to 131 . Sampled to 151 . No:groundwater encountered. i i I GRANULAR SOILS COHESIVE SOILS WELL INSTALLATION KEY PROPORTIONS USED SLOWS/FT DENSITY BLOWS/FT DENSITY 0-4 V. LOOSE '2 V_SOFT -CEMENT ®•BENTONGE Trace 0-10% 4-10 LOOSE 2-4 -4 STIFF f:.. Little 10.20% 10-30 SAND PACK la SCREEN W50 M DEINVSE M.8-15 STIFF Some 20.35% 1.50 V. DENSE 15-30 V.STIFF Z-SOIL BACKFILL V-APPROX.WATER And 35-50% %30 HARD LEVEL APE COD T BO - — - - - BORING NO. �B 4 �a Town of Barnstable _ 1 Building Department ComplainOnquiry Report { r Date: — g Rec'd by: Assessor's No.: Complaint Nacne: Location L CY � -1 S�z Address: �L�/� d�GG Azle_ Originator Naine: s Street VdLip: State: Zip: Telephone: D/E Complaint Description: Inquiry Description: For Office Use Only Inspector's ,pA0 Action/Comments Date: Inspector. a' - Follow-up, Action: lT� f .. o Additional Info. Attaclied Capr Distribution: T,7ute-Depa=cnt File 1"ellorv_jnspector +� 1 j5 �, � � ) ;o� � CPS Co�f �, � �\\ �4 f I'D a 6 77—� ( �� r LEGAL DEPARTMENT, TOWN OF BARNSTABLE OFFICE OF TOWN ATTORNEY JUN 4 5 Inter-Office Memorandum June 4, 1997. `';' tFiiu1J? R TO: GAIL NIGHTINGALE, CHAIR, ZONING BOARD OF APP ALS FROM: RUTH J. WEIL, ASST. TOWN ATTORNEY RE: REQUEST FOR OPINION IN THE MATTER OF Hyanns,Toyota :Appeal No'�;1997=611�; - --OUR FILE-REF.,NO #97-0059-�—�4 u ,, �•: ; a - ------------------------------------------------------------------------------ We have been.asked to provide the Zoning Board of Appeals with an opinion in response to the following question: At the Hearing of May 28, 1997, the Zoning Board of Appeal questioned if a Special Permit under Section 4-4.5(2) - Expansion of a Pre-Existing Non-Conforming Use - could be issued by the Board given that the non-conformity in use is caused by the business being located within the GP - Groundwater Protection Overlay District (Section 3-5.2) and the use - motor vehicle cleaning, service and repairs- is a "Prohibited Use" (Section 3-5.2(6)(B)(m)) in that overlay district. In addressing this question, an appropriate starting point is what constitutes a pre-existing non-conforming use. As was underscored by the Appeals Court in the case of Mendes v. Board of Appeals of Bamstable, 28 Mass. App. Ct. 527.(1990), a non-conforming use, by definition, is a use.which was lawful when begun but has been prohibited by subsequent amendments to the zoning ordinance: As used in the first paragraph of Sec. 6 of The Zoning Act (G.L. c. 40A, as inserted by St.1975, c. 808, Sec. 3) and Sec. G.A. of the town by- law, a nonconforming use is one which is lawfully carried on at the time a provision of a zoning code or an amendment to the zoning code is adopted which prohibits that use. So it is that Sec. 6 speaks of"structures or uses lawfully in existence...before the first publication of notice of the public hearing on [the prohibitive zoning] ordinance or by-law." That point, that the rights attaching to nonconformity pertain to a use extant prior to commencement of the process leading to adoption of provisions which prohibit that use, is driven home in the next sentence of the first [97-0059\6ameml] 1 paragraph of Sec. 6, which sets out the basis on which "[p]re-existing :,nonconforming structures or uses" may be extended or altered. 28 Mass. App. Ct at 229. As noted by Judge Kass above, a use that is no longer conforming or permitted in a zoning district is deemed prohibited. That point is made vivid in the town's zoning ordinance under the language of Section 2-3.1 which states: 2-3.1 Conformance to Use Regulations: 'No building shall be erected or altered and no building or premises shall be used for any purpose except in conformity with all of the regulations herein specified for the district in which it is located. Whether the use which is no longer permitted; is explicitly listed as a prohibited use, as in Section 3-5.2(6)(B)(m), or is simply no longer allowed, is a distinction without a difference because both constitute pre-existing non- conforming uses under the terms of G.L. c. 40A, §6 and Section 4-4.5(2). Pursuant to Section 4-4.5(2).. "...the Board must find that the proposed expansion, and/or intensification will not be more detrimental to the neighborhood..." and that certain other requirements are met. It is the Board's determination as to whether the expansion of the pre-existing nonconforming use will be more detrimental where the Board is imbued with the discretion to address what concerns it might have about the expansion of a nonconforming use in a groundwater protection overlay district. trust this is responsive to your request. On the general subject of the expansion of a pre-existing non-conforming use, I am attaching for the Board's reference the recent case of Cox v. Board of Appeals of Carver, 42 Mass. App. Ct. 422, 424 (1997)which stands for the proposition that depending upon the terms of the local ordinance/by-law regarding the expansion of a pre-existing non-conforming use and what is specifically entailed in the proposed expansion, a variance as well as a special pemit may be needed. [97-00591zbameml] 2 .ue - +cy..r.�. c x�T .,.� asT "t'_ .Jtihr•W.��"-t ?" a ,ic-c'-••s:3 ti '3 =.t �6''r`ix?- f paa,' 3rt `'.r�•9 3,y' —yr ter* ic �a��,..cz ..}7$Y - � .�+•� ,�w, a ,! a x!►_r-�'' $ .^� T•v3.U. ; ,t;-�rf c rer'�.• � �. r c � r z r '�„� xr F a . '-'� .Q'• : 1. i s•T i ,~�-'� 3r -'_r. _ _ _ x ,� Er e�Sn r _ �42 Mass. App ...� i Pv- p> 417 - 470 r * 929 - 933 = y= ,smear, s _ 6. w" z 1114 _- OFFICIAL OPINIONS ` _z . z. FROM THE ` . Appearg court of ffjaggacbugettg EDITION � o `.` Published under the authority of Chapter 237 of Acts of 1976. Cases reported in this issue: :_.e..-:...... .. Commonwealth v. Belding ..................................435 ai ......................464 = Commonwealth v. Collado ............. ................................... 452 Commonwealth v. Wynn -- - ; 427 Covell v. Department of Social Services .................... 422 ` � .. Cox v. Board of Appeals of Carver ............... : Fusco v. Rocky Mountain I Investments Limited Partnership ...............::.............................. 441 (Continued on inside front cover) C, CLIFFORD ALLEN REPORTER OF DECISIONS Friday, April 11, 1997 . Section 1 of 2 , *: I2wpers Cooperative Publishing' u gqued=Buildcag p0ChCS t.tim Yolk 146➢f let.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design July 30, 1997 Arne H.oiala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court David C.Thulin,P.E. surveys Jack Carter Hyannis Toyota Route 132 site planning Hyannis, MA 02601 Dear Mr. Carter: sewage system designs On July 29, 1997, I supervised a series of soil borings at your proposed building site on Route 132 in Hyannis. inspections The soils consist of dense gravel and sand at the footing depth of 4 feet. I would.recommend a design bearing pressure of 3 tons per square foot. Groundwater is not a problem in this area. permits I will forward boring logs as soon as they are available. Yours truly, Arne H. Ojala, PE Down Cape Engineering, Inc. A-t-to c�+Nc�►�1T LeyS 6-1 '-'# gS -aaR��.Ici 4xq�to�1 D�AczRgd►� &1000&kl0H New England Fire Systems, Inc. HYANNIS TOYOTA - SHOWROOM CALCULATION PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 ' Indicates Equivalent Length. 'T' Indicates Threaded Fitting --1=45-Elbow,-2=90-Elbow,-3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swinq Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 213 216 36.22 10.00 0 0.00 120 2 2.157 0.012 0.000 11.18 11.07 0.11 214 217 18.00 10.00 0 0.00 120 2 2.157 0.003 0.000 10.95 10.92 0.03 215 218 18.17 10.00 0 0.00 120 2 2.157 0.003 0.000 11.16 11.14 0.03 216 219 18.10 10.00 0 0.00 120 2 2.157 0.003 0.000 11.07 11.04 0.03 201 301 19.72 2.00 322 7.60 120 1 1.049 0.127 -0.433 13.19 12.40 1.21 202 302 19.03 2.00 322 7.60 120 1 1.049 0.118 -0.433 12.25 11.54 1.14 203 303 19.21 2.00 322 7.60 120 1 1.049 0.121 -0. 433 12.49 11.77 1.16 204 304 19.13 2.00 322 7.60 120 1 1.049 0.119 -0.433 12.38 11.66 1.15 205 305 18.52 2.00 322 7.60 120 1 1.049 0.113 -0.433 11.59 10.94 1.08 206 306 18.70 2.00 322 7.60 120 1 1.049 0. 115 -0.433 11.82 11.15 1.10 207 307 18. 63 2.00 322 7.60 120 1 1.049 0.114 -0.433 11.72 11.06 1.09 208 308 18.20 2.00 322 7.60 120 1 1.049 0.109 -0.433 11.17 10.56 1.05 209 309 18.37 2.00 322 7.60 120 1 1.049 0.111 -0.433 11.39 10.76 1.06 210 310 18.30 2.00 322 7.60 120 1 1.049 0.110 -0.433 11.30 10.67 1.06 211 311 18.11 2.00 322 7.60 120 1 1.049 0.108 -0.433 11.06 10.45 1. 212 312 18.28 2.00 322 04 7.60 120 1 1.049 0.110 -0.433 11.27 10. 65 1.05 213 313 18.21 2.00 322 7.60 120 1 1.049 0.109 -0.433 11.18 10.57 1.05 214 314 18.02 2.00 322 7.60 120 1 1.049 0.107 -0.433 10.95 10.36 1.03 215 315 18.19 2.00 322 7.60 120 1 1.049 0.109 -0.433 11.16 10.55 1.05 216 316 18.12 2.00 322 7.60 120 1- 1.049 0.108 -0.433 11.07 10.47 1.04 217 317 18.00 2.00 322 7.60 120 1 1.049 0.107 -0.433 10.92 10.33 1.03 218 318 18.17 2.00 322 7.60 120 1 1.049 0.109 -0.433 11.14 10.53 1.04 219 319 18.10 2.00 322 7.60 120 1 1.049 0.108 -0.433 11.04 10.44 1.04 A MAX. VELOCITY OF 13.49 ft./sec. OCCURS BETWEEN REF. PT. 4 AND 5 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. r WATER SUPPLYIDEMAND GRAPH 150.00 HYANNIS TOYOTA-SHOWROOM CALCULATION 140.00 130.00 120.00 P 110.00 R 1 oo.00 - E 90.00 S 50.00 S 70.00 U60.00 —`�--` R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 Supply: 60.00 psi 1244.00 gprn FLOE Demand 4 95.ie3i �� 601.i€o:�g��r i Sprinkler-C, LC 7.2 Win I New England Fire Systems, Inc. Franklin, MA H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T HYANNIS TOYOTA - REPAIR SHOP CALCULATION W A T E R S U P P L Y STATIC PRESSURE (psi) 67 RESIDUAL PRESSURE (psi) 60 RESIDUAL FLOW (gpm) 1244 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS _0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 339.07 gpm AT A PRESSURE OF 39.68 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM 101 CAST IRON CEMENT LINED (150) 002 SCHEDULE 10 001 SCHEDULE 40 0&l00:1&kl2H OF Mgssgcy moo= STEVEN E. S o FIR ROT CTI CP N0. 51 - ION 7&1000&klOH New England Fire Systems, Inc. HYANNIS TOYOTA - REPAIR SHOP CALCULATION PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 8.00 25.00 27.44 ll.77 102 8.00 25.00 26.99 11.38 103 8.00 25.00 26.88 11.29 104 8.00 25.00 25.63 10.26 105 8.00 25.00 25.22 9.94 106 8.00 25.00 25.10 9.85 107 8.00 25.00 24.76 9.58 108 8.00 25.00 24.35 9.27 109 8.00 25.00 24.22 9.17 110 8.00 25.00 24.50 9.38 ill 2.00 25.00 24.09 9.06 112 8.00 25.00 24.00 9.00 113 8.00 25.00 35.88 20.11 THE SPRINKLER SYSTEM FLOW IS 339.07 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm ( J THE INSIDE HOSE [ } RACK SPKLR'S. [ ] YPRD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR --=> AT REF. PT. 1 <--- STATIC PRESSURE 67.00 psi RESIDUAL PRESSURE 60.00 psi AT 1244.00 gpm TOTAL SYSTEM FLOW 589.07 qpm AVAILABLE PRESSURE 65.25 psi AT 589.07 gpm JPERATING PRESSURE 49.17 psi AT 599.07 gpm PRESSURE REMAINING 16.08 psi PHE ABOVE RESULTS INCLUDE 4.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ J BACKFLOW PREVENTER ( ) METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE i ❑&100FI&kl0H New England Fire Systems, Inc. HYANNIS TOYOTA - REPAIR SHOP CALCULATION PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve -----------------------------------=-------------------------------------- - ------------------------ FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (Psi) 1 2 339.07 332.00352222 79.57 140 i01 5.890 0.004 3.033 49.17 44.43 1.70 2 3 339.07 5.00 55 2.68 120 2 3.260 0.099 0.000 44.43 39.68 4.75 3 4 339.07 12.00 -40 40.00 120 2 3.260 0.098 3.467 39.68 31.11 5.10 4 5 339.07 10.00 2 6.70 120 2 3.260 0.098 4.333 31.11 25.14 1.64 5 6 339.07 9.00 2 6.70 120 2 3.260 0.098 0.000 25.14 23.60 1.54 6 7 339.07 4.00 3 17.42 120 2 3.260 0.098 0.000 23.60 21.50 2.10 7 8 303.19 92.00 0 0.00 120 2 3.260 0.080 0.000 21.50 14.16 7.34 8 9 200.86 12.00 0 0.00 120 2 3.260 0.037 0.000 14.16 13.70 0.46 9 10 100.21 12.00 0 0.00 120 2 3.260 0.010 0.000 13.70 13.59 0.11 7 11 35.88 155.00 32 24.12 120 2 3.260 0.002 0.000 21.50 21.23 0.27 6 12 0.00 41.00 3 17.42 120 2 3.260 0.000 0.000 23.60 23.60 0.00 12 13 0.00 12.00 0 0.00 120 2 3.260 0.000 0.000 23.60 23.60 0.00 13 14 0.00 10.00 0 0.00 120 2 3.260 0.000 0.000 23.60 23.60 0.00 8 101 102.33 1.00 3 7.94 120 2 1..682 0.268 0.000 14.16 11.77 2.39 9 102 100.66 1.00 3 7.94 120 2 1.682 0.260 0.000 13.70 11.38 2.32 10 103 100.21 1.00 3 7.94 120 2 1.682 0.258 0.000 13.59 11.29 2.30 101 104 74.89 10.00 0 0.00 120 2 1.682 0.150 0.000 11.77 10.26 1.51 102 105 73.66 10.00 0 0.00 120 2 1.682. 0.146 0.000 11.38 9.94 1.44 103 106 73.33 10.00 0 0.00 120 2 1.682 0.144 0.000 11.29 9.85 1.44 104 107 49.26 10.00 0 0.00 120 2 1.682 0.069 0.000 10.26 9.58 0.68 105 108 48.44 10.00 0 0.00 120 2 1.682 0.067 0.000 9.94 9.27 0. 68 106 109 48.22 10.00 0 0.00 120 2 1. 682 0.066 0.000 9.85 9.17 0.68 107 110 24.50 10.00 0 0.00 120 2 1.682 0.019 0.000 9.58 9.38 0.20 108 111 24.09 10.00 0 0.00 120 2 1.682 0.018 0.000 9.27 9.06 0.20 109 112 24.00 10.00 0 0.00 120 2 1.682 0.018 0.000 9. 17 9.00 0.17 11 113 35.88 21.00 3 7.94 120 2 .:1.682 0.038 0.000 21.23 20.11 1.11 12 201 0.00 9.00 3 7.94 120 2 1.682 0.000 0.000 23.60 23. 60 0.00 201 202 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 13 203 0.00 17.00 3 7.94 120 2. 1.682 0.000 0.000 23.60 23.60 0.00 14 204 0.00 17.00 3 7.94 120 2 1.682 0.000 0.000 23.60 23.60 0.00 202 205 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 203 206 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 204 207 0.00 10.00 0 0.00 120 2 1. 682 0.000 0.000 23.60 23.60 0.00 205 208 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 206 209 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23. 60 0.00 ?07 210 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 ?08 211 0.00 5.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 209 212 0.00 5.00 0 ' 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 ?10 213 0.00 5.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 ?11 214 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 ?12 215 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23. 60 0.00 J&1000&k10H New England Fire Systems, Inc. HYANNIS TOYOTA - REPAIR SHOP CALCULATION PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. • FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 213 216 0.00 10.00 0 0.00 120 2. 1.682 0.000 0.000 23.60 23.60 0.00 214 217 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 215 218 0.00 10.00 0 0.00 120 2 1.692 0.000 0.000 22.60 23.60 0.00 216 219 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 23.60 23.60 0.00 201 301 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23. 60 24.03 -0.00 202 302 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 203 303 0.00 2.00 322 7.60 120 1, 1.049 0.000 -0.433 23.60 24.03 -0.00 204 304 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 205 305 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 206 306 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 0.00 207 307 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 208 308 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 209 309 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 210 310 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 211 311 0.00 2,00 322 7.60 120 1 1,049 0.000 -0.433 23.60 24.03 -0.00 212 312 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 213 313 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 214 314 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 215 315 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 216 316 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24 .03 -0.00 217 317 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.60 24.03 -0.00 218 318 0.00 2.00 322 7,.60 120 1 1.049 ' 0.000 -0.433 23.60 24.03 -0.00 219 319 0.00 2.00 322 7.60 120 1 1.049 0.000 -0.433 23.6C 24.03 -0.00 A MAX. VELOCITY OF 14.77 ft./sec. OCCURS BETWEEN REF. PT. BAND 101 Sprinkler-CALL Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH 150.00 HYANNIS TOYOTA-REPAIR SHOP CALCULATION 140.00 130.00 120.00 P 110.00 R 100.04 E 90.00 S 80.00 S 70.00 U 60.00 _ R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 Supple: 60.00 Psi Q 1244.00 gpm FLOW L�emand: 49.17 P.i .Css 9pril Sprinkler-- LC 7.2 Win Environmental Design Engineering, Inc. CONSTRUCTION CONTROL Project Number: EDE#1111 Project Title: Hyannis Toyota New Showroom Project Location: 1020 Iyanough Road Hyannis Mass.02601 Name of Building: Hyannis Toyota . Nature of Project: New Showroom Facility Date: February 25,2011 In accordance with Section 116.0 of the Massachusetts State Building Code,I Masoud Ofia Registration No.38112 being a registered professional engineer,hereby certify that I have prepared or directly supervised the preparation of all design plans, computations,and specifications concerning: ❑ Entire project. ❑ Architectural' ❑ Structural ❑HVAC Mechanical 0 Plumbing. . : ❑ Fire Protection . ❑ Electrical ❑ Other For the above-named project and that,to the best of my knowledge,such plans,computations,and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify.that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents as specified in Section'116.2.2. Review, for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the.requirements of the construction documents. Review and approval of the quality control procedures for all code-required controlled materials. 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,in general,if the work is being performed in a manner consistent with the construction documents. Under Section l 16.4,I shall periodically submit a progress report,together with pertinent comments,to the Building Inspector. Upon completion of the work,I shall submit a final report as to the satisfactory completion.and readiness of the project for occupancy. , Signature ... H OF 9 Subscribed and sworn to before me this Day February 25,2011 M UD I NOTARY PUBLIC MY COMMISSION EXPIRES E ANIC Kazem Safari January 28,2012 �. ,k•�,r,,, �0,� F�/STERcFN � /,� ",�,{�� ` � � •J ANAL 00 Pilo Aye ". • 440 TOTTEN PO&6;Fdi,o WAi.THAM, MA 02451 - TEL (781) 890-4555- FAX. (781) 890-4611 ede@edemep.com www.edemep.com r Mechanical Contractors and Engineers 6 Howard Ireland Drive 131 Stedman Street Attleboro, MA 02703 Chelmsford, MA O1824 Environmental Systems,Inc. P:508-226-6006 P:978-513-0070 www.envsys.net F: 508-22.2-1344 F: 978-513-0071 To: Town of Barnstable Building Department 200 Main Street Hyannis, MA, 02601 Re: Hyannis Toyota 1020 lyanough Road ' Hyannis, MA 02601 .. Subject: Mechanical Affidavit Date: February 24, 2011 Per Section 107.6 Construction Control of the 8th Edition of the Massachusetts State Building Code, the, plans submitted to the Building Department for the above-referenced project have been prepared under my general supervision and that they meet the applicable provisions of the building code to the best of knowledge. Further, this HVAC Engineer or a professionally-qualified representative of this firm shall check shop drawings and/or related details for construction, shall be present at the site on a regular or periodic basis to determine that the work is proceeding in accordance with the plans approved for the building permit and that written reports will be submitted to the building department on a periodic basis relative to the construction progress. Before the building shall be occupied, a Final Affidavit shall be submitted to the building department stating that to the best of this HVAC Engineer's knowledge, the provisions of the building code have been complied with and the building meets -all necessary requirements for the proposed use and occupancy. I Y&V A Registered Professi al ngineer Mechanical 2 2 II - Date e, Subscribed and Sworn To Before Me This 2Y Day of rdr 2011. otary Public ELI=ofMassachusefts LCHRIST � ComachusettsMyCct 5,2012 JJlY `^� My Commission Expires r O , Interstate Electrical Services The Difference is Attitude a February 25, 2011 Town of Barnstable 200 Main Street Hyannis, MA 02601 Attention: Mr. Bill Amara, Wiring Inspector Reference: Hyannis Toyota 1020Iyanough Road Hyannis, MA 02601 Dear Mr. Amara: In accordance with Section 116.0 of the 780 CMR, the Massachusetts State Building Code, I, .Greg W. Boehner, Registration No. 41487, being a registered professional Electrical Engineer in the Commonwealth of Massachusetts, hereby certify that I will prepare, or will directly supervised, the preparation of electrical power, lighting and automatic,fire alarm!detection and evacuation signaling system plans for the above named.project, and; that to the best of my.information, knowledge and belief, such plans, will meet the applicable provisions of the Commonwealth of Massachusetts Regulation (CMR) Eighth Edition (Massachusetts State Building Code), issue compiled as in full force and effect, all acceptable electrical engineering practices, and applicable laws and ordinances for the proposed used and occupancy. I will review the electrical equipment shop drawings, samples, and,*other submittals of Interstate Electrical Services Corporation, as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. I further certify that, Pursuant to Section 116.2.2.3, I or my representative will be present periodically on the construction site to insure that the work is proceeding in accordance with fA documents approved for the electrical installation. Upon completion of the work,.I shalli - report as to the satisfactory completion and readiness of the project for occupancy: ® OHO W�V. INT RSTATE ELECTRICAL SERVICES CORPORATION 00EF9R9ER ELEGTRIC,4L c No.41487 A-AL �°SI®NAL Greg W. o r, .E. #41487 Subscribed and sworn to before me this aT� day of �e6-uo try/ , 20A_L. yF 4, 4 j Nota Public My Commission Expires: L)' r\e.7� r F s Interstate/Corporate Headquarters Northwood Executive Park•70 Treble Cove Road,North Billerica,MA 01862•Phone 978 667.Q&-'Fax:978.947.8259 1%Ig Regional Offices: Interstate/Northern New England Interstate/Corporate Headquarters Interstate/Southern New England New Hampshire Vermont Massachusetts Rhode Island Connecticut NaRcoNIRAC RS-WC. FIRE PROTECTION SYSTEMS : - NARRATIVE REPORTS Hyannis-To'l , ota 1020 iyanough Road Hyannis, MA :02601 t Prepared B Julie Tong: �X&AAAA. ►�/ 11i OF ss9 GREG W. CyG � BOEHNER>• N ELECTRICAL • ,. . LECTRICA to ►'• _ { 9 NO 4148 STEPS ® ® SSOOtdAL E r � • Prepared For: Hyannis Fire Department 95 High School Road Ext: Hyannis, MA 2601 March 17,2011 r Bdggs Engineedng & Tesfing A Division of Pk Associates, Inc. 100 Weymouth Street - Unit B1 • Rockland - MA- 02370 617/871-6040 Fix - 617/871-7982 Date: 91W 7Total # of pages including cover sheet: To: Recipient Fax From: �& Memo: ------------------------------------------------------------------------------------- 1—E,1 BR I GGS EIAG I NEEE'I AG 459 P02 SEP 24197 09: 43 BRIGGS3 Briggs Engineering & Testing A 1)Mstox or Pfi ASSUCJArIS,INC. September 23, 1997 Bay Colony Construction, Inc. 1$9 Sullivan Street West Yarmouth, MA 02673 Attn: Mr. Charlie Connor EVALUATION OF SOIL HYANNIS TQYQTA DEALERSHIP PROJECT NUMBER 72419 REFERENCE NUMBER M-2258 DATE RECEIVED 22 September 1997 SPECIMEN One sample of Brown Sand obtained from site. METHOD OF ANALYSIS Maximum density tested in accordance with ASTM Standard Test Method D 1557,Method C, four point procedure, and ASTM D 4718, RESULTS PROCTOR Maximum Dry Density (pcf) 127.1 Optimum Moisture {°io) 8.0 Oversize Correction (°I°) 0.0 REMARKS The proctor results are for use in comparing actual in-place density tests. Respectfully submitted, BRIGGS ENGINEERINTG R.TESTING A Division of PK Asoociates. Inc. Mark Liebert Materials laboratory Supervisor Construction Technology Division Enclosures 100 Weymouth Street-Unit B-1 100 Pound Road r< Rockland,MA 02370 Cumberland, RI 02864 Phone (781) 871-6040*.Fax(781)871-7982' Phone(401)658-2990•Fax._(401)658-2977 ilkA r ---------------------- --------------------------------------.--------------------------------------- ,1-6 1 —8 7 1—7 9" I R I Gi S EtAG I HEER I AG 459 PO3 SEP 24197 09: 43 IBRIGGSI Briggs Engineering & Testing A Division of PK Associates, Inc. rProiect; H annis Toyota Sam le no. M-2258 Date: 9/22/97 Proctor 128 127 Max. Dry Density 126 127.1 pcf R, 125 optimum Moisture 8.0 % 123 Over Size 122 Correction 5 6 7 8 9 10 11. 1.2 13 14 0 % Moisture qo r - --------------------------------------------------------------- ------------------------ ---- --- '1—E,1 7—8 71— 9,=,2 BR I Gi S Et-IG I 1-4EER I NG 459 PO4 SEP 24197 09: 44 Solis Inspection Briggs Engineering & Testing PROJECT. HYANNIS TOYOTA BRIGGS S--5 � A Division of PK Associates, Inc. PROJECT#: 72419 INSPECTOR: Donald Concheri EMPI: 326 REPORT#: DATE: 9/23/97 CODE: S26 ARR.TIME: 7: 15 am JOB HRS.: 4 T.T.: MILEAGE: TEMP.: H X L WIND: H L X HUMID.: H L X SUNNY XCLOUDY Briggs Engineering and Testing field engineers took in place density tests. In place density was determined in accordance with ASTM D-2922 and 0-3017 for comparison to the laboratory determined maximum density at optimum moisture in accordance with ASTM D-1557 and/or D698. Location: North, south and east side of building under construction, footing excavation was tested. Remarks: I reported to the above mentioned project to perform compaction testing on the footing area. Testing was performed at random locations on all three sides of building. All tests passed for 95% or above proctor value. Please see attached sheet_for results. Footing area is approved for forming and-.concrete placement. LTec hnician: Donald Concheri Approved Y----------------- •1-617-8 71—982 BR I GG`.� EtA�I AEER I NG 459 P05 SEP 24' 9'7 09: 44 . ` 1—pl t•—_ l._. I .i'Wfr aft a rwrr w-. ._.�. .v....... - ._.. _ i IWIS CompasCU01%Repon Briggs Engineering & Testiig MR0 7CT; 89RIC3 IS , A Division of i'4C Asseaietes, IN. P�.#i��Yh wwwm: CbrY14.b �MPN: �iOR CII~ DATE ,uaa,ram %oo JT.x.: MtII FAGE: TEMPA L WIND! H NUMdID.: H � CLOUDY M IMUM D nsilp k 7. Optimum Moisture ant: Method of Testing ( Ch ak One) : Sand Carer NUClear Dereometer Test Location irOmated Elevation Ten Fl"Ub Req. hNn, Moisturrs Optimum Na. Ar `C %Ca . %r Cam . Con nC malmrs 9� r 19,17. tlOIL C) Afj �l ,3 t Q Cvruw e 2 'tests not meeting re uirements: W;tv sto(fled: em mg pAt Recommendations. V,e� �itUCR -�--- Rsmarfca: — .W 7ochnGien: Approved %d yd v HYANNIS TOYOTA 1997 ADDITION r tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cope engineering civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.L.S. October 8, 1997 Timothy H.Covell,P.L.S. land court David C.Thulin,P.E. surveys Ralph Crossen, Building Inspector Town of Barnstable 367 Main St. site planning Hyannis, MA 02601 RE: HYANNIS TOYOTA ADDITION,- Route 132 sewage system " designs Dear Mr. Crossen: Bay Colony Construction has retained Down Cape inspections Engineering to inspect and oversee various aspects of the construction underway at the Toyota dealership on Route 132 in Hyannis. Down Cape Engineering will permits summarize and forward pertinent information to your office for review on a regular basis. Down Cape Engineering has performed several inspections to date at Hyannis Toyota. Initial soil investigations were performed on July 29, 1997 by Down Cape Engineering and Cape Cod Test Borings of Orleans. The borings indicated that undisturbed glacial sand and gravel deposits underlay the proposed addition footprint. The boring logs are included for your review. (Attachment "All) Briggs Engineering and Testing of Rockland was hired to test the compaction of the soils under the proposed footings. The soil was mechanically compacted and on September 23, 1997. Briggs Engineering and Testing found that all 10 random locations tested in the footing excavation passed for 95% or above proctor value. Briggs report is included for your review. (Attachment 11B11) Siscoe Concrete Form Company was contracted for all concrete work on the site. All reinforcing steel was pre-bent ,and cut by Cape & Islands Steel. The anchor bolts were also provided by Cape & Islands Steel. Down Cape Engineering inspected the footing formwork and reinforcing steel alignment prior to the pouring of the footing concrete. On September 25, 1997 at 4pm all the steel was in place and secure and all footing sizes met or exceeded the ,plan values. The reinforcing steel for the columns and walls was checked by Down Cape Engineering as work progressed on September 29th and 30th. Siscoe Concrete Form Company had all steel to plan specifications as of September 30, 1997 4pm. Samples of the Cape Cod Ready Mix's concrete were taken by Briggs Engineering and Testing for analysis of 28 day compression strength. Down Cape Engineering will report these findings to your office as soon as they are available. Very truly/ yours, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Jack Carter, Hyannis Toyota C. Connor ATTACHMENT "A" tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering " civil engineers& land surveyors structural design July 30, 1997 Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court David C.Thulin,P.E. surveys Jack Carter Hyannis Toyota Route 132 site planning Hyannis, MA 02601 Dear Mr. Carter: sewage system designs On July 29, 1997, I supervised a series of soil borings at your proposed building site on Route 132 in Hyannis. inspections The soils consist of dense gravel and sand at the footing depth of 4 feet. I would. recommend a design bearing pressure of 3 tons per square foot. Groundwater is not a problem in this area. permits I will forward boring logs as soon as they are available.IL vailableIL Yours truly, t Arne H. Ojala, PE Down Cape Engineering, Inc. AttA C V4 m ANT LbyS 6-1 --P BS 'C3oR�tilct �C�{Ytorl DtA�zRgtN1 . � EXISTING 5" CAL. TREE /PROPOSED EXISTING CATCH BASIN /DUMPSTER i a AREA PROPOSED CATCH BASIN / GATE ^ / t m CORR. HDPE PIPE AT 1% LOST SPACE - ti EXISTING LIGHTPOLE ; { 1NV.54.4 6 SCH 4 PVC A 2% EXIST. 6' CHAINLINK PROPOSED CONTOUR CONNECT GUTTE S BOTH SIDES FENCE (TYP.) EXISTING CONTOUR SEWER MANHOLE / ai If fv / If r / " EXIST / / GATE MAP 294 PCL 2 RODNEY CORSON / / EXISTING � DUMPS'ER ' AREA / PROPOSED ADDITION PROP. SLAB EL.=58.90' a 5600 SF 2B'0 EXIST PORTABLE CLEAN f WITH STORAGE UNIT r PF 0 AT TO LMON. 701' A�, WELL � ' EL` f ` ' SE; UPOLE o, h PROP. SHRUBS j i PROPOSED v� ( SEWER. MANHOLE j� FORM UP NVERTS TO FULL PIP€ HEtG►- EXISTING METAL BUILDING GAS PETER TA" HYANNIS TOYO " ' , . SLAB EL.=58.90' v 9878 SF EXIST LWES { NOTE: INVERT AT LEAST Q� n FROM AS-BUILT ,3.6' BaCrw GRADE -�JUL 31 197 10: 14 DESMO('D IdELL DRILL. F'.1 Cape Cod Test Boring PROJECT BORING NO. Bl 5 Rayber Road,Orleans.MA 02653 Hyannis Toyota SHEET 1 OF 1 — (508)240-1000 Route 132, Hyannis, MA div.Desmond Well Grilling,Inc. tOLLER: T. Desmond BORING LOCATION: H131.PER: T. Powers GROUND SURFACE ELEVATION: MI PER. T. Arne Oj ala/Down Cape Engineering DATE START: 7/29/97 DATE END: 7/29/97 NOTES AUGERSIZEba�,X4+1 HSA NA SAMPLER:SAMPLER CONSISTS OF ATWO INCH CASING SIZE: 6PLlT SPOON DRIVEN USING A 140 I.S.HAMMER SCREEN SIZE: NA FALLING THIRTY INCHES, WELL SAMPLE SAMPLE DESCRIPTION INSTALLATION NO. PEN/REC DEPTH/FT BLOWS 6" O Blacktop Sand/gravel 3, +� 5- 4-50 Fine-medium sand Fine-medium-coarse gravel Brown/dry 8, 2 14 8'-10' i173-17-30-42 Fine-medium-coarse sand Fine-medium gravel Trace rock chips Frown/dry End of boring., Drilled to 8' . Sampled to 10' . No: groundwater encountered. GRANULAR SOILS COHESIVE SOILS WELL INSTALLAT)ON KEY PROPORTIONS USED 81AWSIFT DENSITY BLOWS�FT DENSITY Trace 0.10°� 0-4 V. LOOSE <2 V'SOFT •Cl:AIENT ® Bi:NTONITE 2-4 SOFT Little 10-20% io 30 M OOSE 4-8 M.STIFF .SAND PACK •SCREEN Some 20-35% , SE �° DENSE 8-1S STIFF ♦•APpROX.WATER And 35-50% V.DENSE t5_ V.STIFF Z•SOILBACKFll1 }30 HARD LEVEL BORING NO- PIE 1 tPE COD rg=.z ORING - ---------------------------------------------------------__________----------- JUL ?1 "+ ' 10: i� DES111j1 III HILL DRILL. P.2 Cape Cod Test Boring pROJEGI B 2 5 Hyannis Toyota Rayber Road,Orleans, MA 02653 BORING NO. 1 1 (508)240-1000 Route 132, ;Hyannis, MA SHEET OF div.Desmond Well Drilling, Inc. DRILLER: T. Desmond BORING LOCATION: N&PER: T. Powers GROUND SURFACE ELEVATION; 7/22/97 04PECTORArne p'ala/ Down Cape, en i.neerin DATE START: 29 97 DATE END: GAMPLER:SAMPLER CONSISTS OF A TWO INCH NOTES AUGER SIZE 60"X4" HSA OPLIT SPOON DRIVEN USING A 140 LB.HAMMER ; CASING SIZE. NA NA FALLING THIRTY INCHES. SCREEN SIZE; rg SAMPLE SAMPLE DESCRIPTION WELL NO. PEN/REC DEPTH/FT BLOWS 6- INSTALLATION 0 Blacktop Sand/gravel 3' 1 24 15 31-5' 15-25-28-30 Fine-medium-coarse gravel Some fine-medium-coarse sand Brown/dry 8' 2 24 8 8'-10' 14-16-23-31 Fine-medium sand, trace coarse san Truce fine-coarse gravel (rock in shoe) Brown/dry End of boring Drilled to 81 . Sampled to 101 . No`groundwater encountered. I GRANULAR SOILS COHESIVE SOILS ' WELL INSTALLATION KEY PROPORTIONS USED SLOWSIFT DENSITY BLOWS/FT DENSITY 0-4 V.LOOSE 'c2 V.SOFT ,CEMENT ®•BENTONITE Trace 0. 10% 4-10 LOOSE 2 4 SOFT Little 10-20% 10-30 M DENSE 4-8 M.STIFF _SAND PACK •SCREEN Some 20-35% 30-50 DENSE 8-15 STIFF ®•APPROX_WATER And 35-50�0 s50 V. DENSE 1"30 V,STIFF Z-SOILBACKFfLL >30 HARD LEVEL CAPE COD TEST BORING BORING No. B2 ---------------------- - - ------------- ------------ __ JUL 31 '97 10: 15 DEF;P 011D 14ELL DRILL. P.3 Cape Cod Test Boring PRbJDI BOFUNG NO. B3 5 Rayber Road,Orleans,MA 026S3 Hyannis To 1 ota (508)240-1000 SHEET 1 OF 1 div.Desmond Well Drilling,Inc. Route 132,.;Hyannis, MA OMLLER:T. Desmond BORING LOCATION: HRPER: T. Powers GROUND SURFACE ELEVATION: GATE END: 7/29/97 OPECTOR: Arne 0'ala Down Ca En ineerin DATE START: 7/29/97 NOTES AUGER SIZE'S a' 11 HSA SAMPLER:SAMPLER CONSISTS OF A TWO INCH CASING SIZE: NA $PUT SPOON DRIVEN USING A 140 LB,HAMMER FALLING THIRTY INCHES_ SCREEN SIZE: NA WELL SAMPLE SAMPLE DESCRIPTION INSTALLATION N0. PEN I REC DEPTH/FT BLOWS 6" D Blacktop Sand/gravel 3' 1 24 9 3,-5' 14-26-25-26 Fine medium-coarse gravel Rock chips Fine-medium-coarse sand Brown/dry 81 2 24 12 8'-10l -14-27-38 Fine-medium sand Trace fine gravel Brown/dry (14'rge gravel in shoe) End of boring. Drilled to 13` . Sampled to 151 . No groundwater encountered. I I i GRANULAR SOILS COHESIVE SOILS ! WELL INSTALLATION KEY PROPORTIONS USED BLOWSIFT DENSITY BLOWS/FT DENSITY 0-4 V.LOOSE `2 V.SOFT •CEMENT 0•BENTONITE Trace 0-10% 4. 10 LOOSE 2-4 SOFT . Little 10-20% 10-30 M DENSE 4-8 M.STIFF .SMD PACK SCREEN Some 20-35% 30-60 DENSE 8-15 STIFF>50 V.DENSE 15-3•0 V.STIFF Z-SOIL BACKFILL Y.APPROX.WATER And 35.50% >30 HARD LEVEL - _ BORING NO. R3 ___________________ JUL d1 '97 10: 1G, DESM011D WELL DRILL. F.4 Cape Cod Test Boring PBOJECT BORING No. B 4 S Rayber Road,Orleans,MA 02653 Hyannis Toyota (508)240-1000 Route 132, Hyannis, MA SHEET 1 OF 1 _ div. Desmond Well Drilling,Inc. E9MLLER: 111. Desmond BORING LOCATION: WER: T. Powers GAPUND SURFACE ELEVATION: HATE END: 7/29/97 JOPECTOR:Arne O j ala Down Ca Engineering DATE START. 7/29/97 $AMPLER:SAMPLER CONSISTS OF A TWO INCH NOTES AUGER SIZE: 6%"X4" HSA OUT SPOON DRIVEN USING A 140 LI3.HAMMER CASING SIZE:NA FALLING THIRTY INCHES, 1 SCREEN SIZE: NA SAMPLE SAMPLE DESCRIPTION WELL NO. PEN/RE C DEPTH/FT BLOWS 8' INSTALLATION 0 Blacktop Sand/gravel 3' 1 24 12 3'-5' 10--25-40-36 Fine-medium-coarse gravel Rock chips Fi4e-medium-coarse sand Brown/dry 8' 2 24 10 8'-10' 9-11-10-8 Same End of boring. Drilled to 131 . Sampled to 151 . NO groundwater encountered. i I GRANULAR SOILS COHESIVE SOILS SLOWSIFT DENSITY BLOWS/FT DENSITY WELL INSTALLATION KEY PROPORTIONS USED 0-4 V. LOOSE `2 V.SOFT •CEMENT ®•BENTONTTE Trace 0-10% 4-10 LOOSE 2-4 -4DENSE 4-8 � Little 10-20% M. 10-30 SAND PACK a-SCREEN 30-50 M DENSE 8-15 STIFF Some 20-35% s50 V. DENSE 15-30 V.STIFF Z-SOIL BACK>:ILL V-APPROX.WATER And 35.50% >30 HARD LEVEL CAPE COD TEST BORIt[G _____ BORING NO. B 4 Z i *NT Ne e a � - ------------ H fReO�fMl D � 1n1 a i as ""' M1�Nw TOM NORTB9DB mrown as �� ma v sw101�lOwL �DIM o �r f a 4-0 Lq imp ffivfl a taros► NOMMEawfMw •"� '�'� ®DEM MM ' �o v _ �r•rwo°�t.� �ss ®®®® 000 ® ®®®® ®® O GG ! tit s � I . • pp s It it e 6 ir a I ,,P- ' I - ----- `' III a II I 'om` NOB ODIM �� rawwsarw 1M= agoa rrs = am*a .Ame ® OOOA 00 ® A® ra a Pit� � DM INNIMMIROMMIM e I � I ' I I I � ; 1 I I I j I I t � e 7 I I I i ' I i I I I Q I I I � I i I I s i I I I I 1 � I I , I I I I � I I I I I I I I I I I I I 1 I 1 I , I I I I I I I I I I e s ! ®IA �wew��sltA■► �■�..a.®.■s f ^ The Conntton irealtb of Atassac h usctts Ac partntcnt of litrlttstrial.-il ccidewts office if1aJe3Ugat/ons J, '��-+`i"' ;� 600 I1-ashhq,rtttr Street Bostotr A1axr. 02111 Workers' Compensation Insurance Affidavit Alijiliciint i_ ..__ _ _ ._.. Please PRINT I— ,.�"'___��._--._._.�••-�. .•....._. V------ - - - ntormation: _ _ •ebfiZj� , name: locition- city nhone# C] I am a homeowner performing all work myself. C] I am a sole proprietor and have no one working in any capacity G I am an emplover providing workers compensation for my emplovees working on this job. cnrnnam n• roe• address: city: phone#- . insimitire cn. nolici•# I am a sole proprietor beneral contractor, or homeowner(circle are) and have hired the contractors listed below who have the Following workers' compensation polices: cem inv nntnc: O/ W * address: � f sits•• W '� hone#• 5 in-mrnncr cn ��O l U t ,nCUY�+f�-�. " Holies cnnm.1ns' name• address: sin tohnne#� insure^i rice co nnlic� # Attach additional sheet sec if necciinrjF7�,� - -J�" _"' !"��• '�''' + 7r` - _ _ _.._. �__, . '�=:.w.:In:n+aei.:....�;,.i=-=-y.a.�.s�.�ssa•.:�r.a��..�.�__::'ya'.ir•t•�`•`••:w.:...:n. I:tilure to secure ctts'cra¢c:ts required under section 25A of RIGL IS_can lead to the imposition of criminal penalties ol•a line up to S1.500.00 andior one scars' imprisonment ns well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. 1 utiderstanti that a cnpc of this scttentent mar he fom orded in the office of Investigations of the DIA for coverage verification. 1 do he"hv certift•under®®the pains and penalties of perjun•that the information provided above is true and correct Si¢naturt: � /S�[li> Ct t�,c�( Oatc Print name f� Rle,5 Ci77 ndx Phone# "77 Y — G 6 3 :.'.official uc onl%- do not+Trite in this area to be completed by city or town oRcial w Y' sits•or to%cn: permit/license# r1guilding Department Licensing Board 0 checl;if immediate response is required (]selectmen's Office []Health Department phone#: —Other ontact person: c s 1 wi: ..... : . . .Y., N . . E...................................... .................................................................................................. 7` 1 ..... T . .. .............. ... .. ............................................................ ....... .. DATE ACORD 0 8/(M1M1//D9D7. .. /YY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Fredericks Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. 0. Box 427 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 1046 Main St COMPANIES AFFORDING COVERAGE Osterville MA 02655-0427 COMPANY (508) 428-8999 A COLONIA INSURANCE CO INSURED COMPANY Bay Colony Construction & Maintenan B ST PAUL INS CO 139 Sullivan Rd COMPANY C SAFETY INSURANCE CO West Yarmouth MA 02673- COMPANY (508) 77118671 D ................................................. .COV ...................................................... ............ .................. ERAGES:........ .............. .. ..................... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED.B.ELOW.HAVE BEEN ISSUED... `T**0 THE INSURED'NAMED�ABOVE-FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE(MM/DDrM DATE(MM/DD/`YY)- LIMITS A GENERAL LIABILITY GENERAL AGGREGATE $2000000 vo COMMERCIAL GENERAL LIABILITY CGL 140749-02 11/20/96 11/20/97 PRODUCTS-COMP/OP AGG $2000000 CLAIMS MADE X]OCCUR PERSONAL&ADV INJURY $I000000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $1000000 FIRE DAMAGE(Any one fire) $ MED EXP(Any one person) $ c AUTOMOBILE LIABILITY — ANY AUTO 1026642 10/28/96 10/28/97 COMBINED SINGLE LIMIT $ — ALL OWNED AUTOS BODILY INJURY x SCHEDULED AUTOS (Per person) $500000 — HIRED AUTOS BODILY INJURY — NON-OWNED AUTOS (Per accident) $1000000 F-1 PROPERTY DAMAGE $100000 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO .... OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ * EXCESS LIABILITY EACH OCCURRENCE $1000000 HUMBRELLA FORM SE405458 11/20/96 11/20/97 AGGREGATE $2000000 , OTHER THAN UMBRELLA FORM $ * WORKERS COMPENSATION AND WC STATU- I JOTH- EMPLOYERS'LIABILITY TORY LIMITS i Y i ER 705K0796 11/29/96 11/29/97 EL EACH ACCIDENT $ THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT $ PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE,$ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS LANDSCAPING, INCLUDING XCU; STREET CLEANING/SNOW REMOVAL. CERT. HOLDER IS ADDITION INSURED AS RESPECTS LIABILITY. WORKERS COMPENSATION INSURANCE IS PROVIDED BY ST PAUL INS CO THROUGH THE MASSACHUSETTS ASSIGNED RISK WORKERS COMPENSATION INSURANCE PLAN. A CERTIFICATE WILL BE PROVIDED BY ST PAUL INS CO WITHIN FIVE DAYS. .................................. ....................................... .......... ............... .......... . ...... ... ........... ............................ .... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Hyannis Toyota BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Route 132 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. Hyannis MA 02601 A �ORIQ RESENT IVE ............................ . ........ .. . .......... ......... ... . ............ . ................ zMA Ni I FK1 04 14 E; P. 01 4.1 r 4-4r E i s {•:' ✓ �Li'71LlllOOtll-0BdiLR G�✓VG106I.CA l {�( y�./ t ,\ -k a 3, .f4 + �'::•MI`'_�r1�'��:1 ly , , i . �tkd'rot e6 r TMENT OP PUBLIC Sum+kC4RS1' OGH SUPERVISOR bICBNSB x" —v�et ;;: Expires; B;rtfidate f �l�: Hasbnty Duly ,'�jr <1 ' �� ?� '02110/1998 02119/1933' `1G 1 & I tillly 0adi�e toip�asess a currentditionl the -14 r � +. �'e .3 ��dsd�bUseit3rSCetc �uii�dinq.�ade�., _� AAyOLD P LARARSR dig cause for revoca On of thae lickgse,` ., d .. •�V� ..I ,'�S f• � ROCKLARD, M 02370 ..p', to f`tiV `T• r•• P � M�/Ati,� II I # t s Or t _� ♦ a x v Z 4 f�4 d - � � t ' 1qq 'f F r +�V 4 Aft t.1Z � } c3 a S ? { < i ) ^• $r.kt rk}k` y +? ttiv y,l j, a• r "•_.-.—.-. v..+'_r's:1.+*-'.•w..s-w..�.+..,�n�+.r�,:. :+M.�T, ! 1 ,r ri z j ✓ dV�V9N1916U81L 0��/ JOfIJtDI`�i j.r 3491 C4'1SSnu%�iV.l ... _'1 .�,,,.. __I,LIL�: 1 �� `One •� .t y. v i. Ruben �Ar :es. '" "04 ei.4 n = Hasoc:y only ,f Restricted To: 00 Pd,lute to P�sseas 3 ^ar:e^.t editiar F tl o... a I. t' . t �assdcC ee �s .ta ¢ SL '� [g Cade •. �; f,iIg Wig ? AnROLG )? LARAHCI' is ea6se for levoca�{ C-n of r,s .:unse. 1 180 CP,B$CBN" �r 1 v 1 j� + j r� r.� --------Js.=-� �= FR_N OPENING DETAI, L IN KICK RR PA�55_D00R CUaT OUT IN KICKER�'�!A4� - .I I I ANCHOR BOLT PLAN n_. .------ ------- --- - - �JJ ROOF FRAMING PLAN R DE[AIL® LINE D1 DETAIL®LINE D5 DETAIL 0 LINE Al DETAIL 0 LINE A5 quality SPACE speed bld S �_— taunton,mass. fax 508-880-0500 508 DETAIL LINES A2-A4.02-Di 1 vacE etas22. It 3/4" DIA. A-307 LMI— ANCHOR BOLT DETAIL Aws' DETAIL 0 LINES BI,CI _DETAIL®LINES B5,C5 U�elel�� ,„,„ .,,,,.- �� I I I 1 � A oB e�cc 8c.,-1s oC p - - • rb __________ ------- 14'r-. IL qb Xn--- I:u iI 2e elm,ta-�E*( )n Ie..-Sa000 a4 ELEVATION ® LINE A ELEVATION ® LINE 5 a om m E4 JDNOWIE a wE,e xx exo eE a uxE 3 —_ .. >. rsunnw:wx.E-e.o¢n rllxlxu,n.s4unax.a-soar ww 5-Wus -NOTE: PLEASE LOCATE 4030 WINDOWS o:mum o2 wcs: xrc 41;yr.w o.xar.o.(000x eT o ans> AND 3' x 3' F.D. n coons r o(2)xro s,En rus ooaa.IM vunc wwoW.rs a ao4xa tl. VIeNOw4 MQAW£�(3)pW �SIMiAL NLUMW SIIpNO MxWR'uM nEFUO-Ouh amdxe orcx etm,E,r en.wes ro ossnxc eMIAICNI OWDWe (rmxrorroaaxr a oosm+c slducnlxE ron 4low wnT e.onaz+s) — to (q ounrt oor¢s _ ______________ __ _ ntev-o-ar armn ___________ __ -____________ IpThletC oxo.r.o. 'r --(II'IIF- ' .3 e ' 1 EYDANOWLE FNOWALL I f.>•-MT Carl40! - ELEVATION © LINE D LEVATION ® LINE 1 �Y COLD FORMED STEEL COMPONENTS m - { • . au[ P.. Ao-.... .wS.el..c..n:....e..�.s .au...w®a.. _ •.w..e.� , I rkk_ IW'-P „ BUILDING CROSS SECTION ,,�_ quality N• SPACE speed bldgs economy taunlon,mass. fax 508-880-0500 508.823.7777 ,ssus w,E uo<n scut mME s(Ixs ro. xEKsw wx e.: HtANK TOTOTA IBAoe M'.IeG sln x uB[.I GtvELS e, 2 crc3 G1 U: REV�TgHS L ALTpH We[n peae701 I (2)-I5 CONT. TOP.MIDDLE A BOTTOM ' 1 --ms--.�.__zo'^• - ran .. . . 2v a __re• _ - I'--° 5 a 6' •, r A________- = L_______x_,-�__________ - APART , r � C A a 5 0 1r•D.C. ( A A A %W� I1 _ 6'10N AAB W� (Y/6%6 WI.{x W1.4 1-.-,r, W/6%6 W1.4•W1.4 '. F.r MID ''^E" WWE O MID_ ~-N4IEAT TIN. 3/e DOW0. b OR MSE REY) w.Ew amm+c r-e", - Prc.szE 1''O' B! e coNr. L SECTION "A-A„ FTc RfTNF DETAIL "A" C 1Ic B' SLAB 1001-7 MATCH AAB N EMST. T'gyD IRMI C , L t- FOUND,FOUNDATION PLAN 4 15 00WELS F1G gD1F. wTTG'SIZE•� _ .. DETA!L "C" - SECTION "B-B" FOOTING SCHEDULE DETAIL "B" FOOTING SIZE REIN,. ' SRTL MNFOR NO A 5•—O•x 5•—D'%12" 6 a EACH wAY A6 B 4--O' {'-0"%12" 4 f6 EACH WAY . . C 4--a' 4-0.'1 12" 4 16 EACH weC BE ALL BAR OTE: ':.'. :. •:.. ..: YER1,Y ALL DIMENSIONS AND,.Tag .'• L THE CONTRACM0 SNu L.S'O4i �r1h�'!!D=W FANCIES TO THE 4 RONS AND 9WL REVLW I An - L - .; SiRUCTREAL FnaNEFfp 1 2 AfOOT"SMALL-QBF[M M MNdSWRBED SdL NANNC A 41HW1A1 LL. 0. FIEAHIEIO OAPAaTY,OF I40W PST.__.__._...'. ..._ . CORNER SPLICE.DETAIL S ALL nl1 SNML BE DEAN AND ORANIAM AND SIULL'BE CWPACTED TO' quality----_ - .-.JSx DENSITY:AT OPTIIUY MaS11JHE CaETENT IN DYERS NOT TO F]tCEED. SPA►C E /;.tr N DrpnL(ASPHALT PAVEATENT WITNNDI FNDAToR SRAEL BE REMOVED speed PRIOR TO NL)• - _. . 4, S.: ALLL CDMETE.,SMAa RAYS AIWNWOM COMP.STIENOM OF 3006 PSI AT.:. bldgTs econo 28 DAY : _ ... iu'iIENFoacEo sTEo.�sTal:co11,aN.I W1TN AST.0 e15(GRADE 60)AND ,. taunton,mass. fax 500-880-0500 - 508.823•' ALL WETDED•%RE FAMM suit c FO1w.PATH'AST. A185 - ,ssuE BAr[ Bona+ sc aE 1 C%RCRETj WORK qjf :CONFORM 41".mE A.c�:.uANOAT.of STANOARO _ M- 7 .P '. �. .. .. ' T4YaA1NT3 bfDFd cNEoaB N,.,BrHE" FoMNDATIOM A," D.{lG �- P DRAINAGE DciAIL Logs MAP 1 57'.NNOLS'AEY rJ � mot,.,�R-w,. .a, ---- - -- / / �/ / �•.,j`at� '�, � � R,,. �' 1 / d HYANNIS 'TOYOTA jr / _n9 E •59 9: snr ...w `� \ .._ ^ „wxwa �, n. � /I x u,c.tnm.,..rui v✓ru Y.on.a.w[..o i . J�Qo j 'I O CATCH BASIN DETAIL M� °( ! 4\ ' tom 4 - ?'` ?.1� SEWER DETAIL 1 'SITE PLA GENERAL NOTES: N - SHOWING.PROPOSED ADDITION., AND SITE IMPROVEMENTS AT {(1020 RT.132 down cape englneenng, in � �� i HYANNIS, MASS CIVIL'ENGINEERS � c ERMED PJII ..1 - LAND.:SURVEYORS _ _ HYANNIS TOYOTA , r �979. mem 9L yarmouth,ma 02675 ��,,,„a„ N .., ro -o to Ao 90 ��,,,o. /L T/ 9CAIE.1• 10. DATE: ,PCBRUARYID BY> ;1 �. k .. iao� :I•fl DALE n E"WAu _5,cE. 'RENSC6 :'YAREN ZD 9T-. L) BASIS (METHODOLOGY) OF DESIGN Section .1 -Building Description.. , Refer to architect. Section.2 -Applicable Laws,"Re4ulations and Standards Refer to architect. Section 3 - Design o Responsibility for Fire Protection Systems ' Fire Alarm Systems: Greg Boehner, MA PE# 4.1487, Electrical • Interstate Electrical Services, 70 Treble Cove Road No: Billerica, MA. 01862 (?78):667=5200 Section 4 = Fire Protection Systems to be Installed FIRE SPRINKLER System Description: The new building sprinkler protection system is*by.others. FIRE.ALARM . System:Description: The new buildind fire alarm system operates in conjunction with the building`fire protection system(s) in accordance with all applicable codes and standards.including NFPA 13 72, 90A and 1.01 and.the.8th Edition of the Massachusetts State Building Code. The new fire alarm system is microprocessor-based,,analog/addressable:system with complete audio and visual occupant notification, and municipal reporting is via a dialer,Each initiation point (water flow switch; tamper switch,'smoke detector,.heat detector or manual pull station) is individually addressable. Upon activation; the specific device.address, type, status and location will be presented at an LC annunciator integral to the. FACP. 1 . The new occupant notification consists.of audio/visual signaling.:Audible signaling includes general_evacuation tone throughout the building. Visual signaling devices: with xenon strobe lamps thatare ADA and NFPA, Chapter 8 compliant shall be located on the floors of renovation/Addition. Related Systems Interface: The fire alarm system shall interface to the HVAC System in order to.conduct the required control functions via, programmable control module outputs-and associated manual override switches and status LEDs located at the FRCP: HVAC System Description: The new building HVAC protection system is by others: fi.b) SEQUENCE OF OPERATION - FIRE ALARM Seauence-of Operation: . The operation.of a .manual station or activation of any automatic alarm:initiating device (smoke, heat;water_flow) shall:automatically: Initiate the.transmission of the ap propriate alarm to theapproved central station via , the digital dial=up? Transmission shall identify each individual device and alarm company shall transmit this data to.the Fire Department. — A temporal 3.evacuation tone shall sound upon:initiation of any alarm. Flash all visual signals on the floor of incidence and the floor above: Flash an alarm LED and sound. an audible signal at.the FACP: Upon ' Acknowledgment, the alarm:.LED shall_light steadily and the audible shall silence: Subsequent alarms.shall re-.initiate this sequence. Visually indicate the:alarm initiating device type and location via the.LCD display located at the FACP. n Visually an on the system annunciators,the type of initiating device and its. zone, floor or area as required Activate prioritized output#relays to shut down any related'supply or.return air handling units.and activate any associated elevator recall. 2 I Upon initiation_b an elevator lobby smoke detector o p y y r other designated recall device, recall elevator that serves the floor of initialization to the groundfloor. If the alarm initiates on the ground floor, return the elevator to the floor:above. (1.0 TESTING CRITERIA Section 1 — General Testin4 Criteria — The..general contractor:has overall responsibility for setting up and coordinating all acceptances testing with.authorities having jurisdiction. All testing for the new: . . device shall be in accordance with NFPA requirements, the Massachusetts State Building Code, 8th Edition; the NFPA 70 National Electrical Code and the contract specifications: FIRE ALARM The completed system shall be subject to the fnaltest.and acceptance, periodic inspection; testing and maintenance, in accordance with the Massachusetts State' Building Code and NFPA 72, Chapter 8 as follows: = The test shall be conducted per,NFPA 72. Each and every new device shall.be functionally.-tested. Upon function test of each new.device, the corresponding'programmed event sequences shall be'verifi ' Subsequent.events shall include occupant'notification, system annunciation,:elevator;recall, HVAC control se_ quences,.and. municipal reporting; . Proper,visual notification shall be verified in the,public areas. Fault conditions shall be,simulated and verified as to their proper reporting.ar d. system response. These shall include loss of AC power, battery standby operation, and wiring faults of each.and every circuit; A complete report demonstrating the activation and subsequent acknowledgement of each activation shall be.generated. An annual_test and inspection contract will be in evidence at the time*W final testing: The final system.acceptance test shall be conducted by the.holderof the test contract, and witnessed. by the local authority having jurisdiction. Upon successful test and acceptance, the testing company shall.issue a final reportof compliance. Testing and inspection shall be conducted by the testing company of record.as described and in accordance with NFPA 72, chapter 14, _ 3 r Section 2 — Equipment and Tools.; FIRE ALARM . The Electrical Contractor shall provide all tools necessary to complete.the successful testing of the Fire Alarm.systems; Section 3 —Approval Requirements Obtain written approval of all acceptances testing from the Hyannis:fire Department.., Report all system failures to the general contractor. Hyannis Fire Department and design engineer. Provide the Hyannis Fire Department with copies of NFPA 72 testing certificates, instruction manuals and as-built drawings.- The owner shall submit to the Hyannis Fire Department the names and telephone numbers of emergency,9 cY. contacts. , . 4 - - Niassachu etts - Departrl1ent.of Public Sat'et% Board of Buildinf, Re-tiLitioris anci'Staraciards Construction Supervisor ,License License: cS 19925 a Restricted to:., 00 - r , WILLIAM G KELLY ' PO BOX 395 S DENNIS, MA 02660 - 4 Expiration: 6/13/2012 t '��n�ui,siuncr Tr#: 27030 Restricted to: 00. 00 - Unrestricted 1 G- 1 2 Family Homes -Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. ' Refer to: WWW.Mass.Gov/DPS xi _vTAGE ' VA W _ �w March 9, 2011 w Tom Perry Y Town of Barnstable 368 Main Street ` Hyannis, MA 02601 Re: Hyannis Toyota 1020 Iyanough Road Hyannis Ma 02601 Dear Tom Perry: r ; Please accept this letter of notification that William G. Kelly, an employee of Advantage Construction,'Inc., has been appointed to be our full time Superintendent for the project listed above. r If you have any question, please feel free to contact our office at(617)237-1840 i ce 1 van e Construction,Inc. a hn C. Kelly President ADVANTAGE CONSTRUCTION, INC. Two Adams Place; Suite 100, Quincy, MA 02169 Telephone 781.848.8787 Fax 781.848.3774 www.advantageconstructioninc.com I ACORD�, CERTIFICATE OF LIABILITY INSURANCE °ATE(M 14:5YYY> 10/07/2010 14:52 PRODUCER (800)225-.1865 THIS CERTIFICATE IS ISSUED.AS A MATTER OF INFORMATION Fred C.Church,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 41 Wellman Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Lowell, an 01851 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 800-225-1865 INSURERS AFFORDING COVERAGE NAIC# INSURED - INSURER A: Charter Oak Fire Ins.Co. Advantage Construction,Inc. INSURER B: National Union Fire Insurance Company of Pittsburgh Two Adams Place,Suite 100 Quincy,MA 02169 INSURER C: Everest National Insurance Company INSURER D: Navigators Insurance Company INSURER E: Travelers Casualty Insurance Company of America COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD• - POLICY EFFECTIVE POLICY EXPIRATION ' LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE DD AT M D LIMITS GENERAL LIABILITY - - EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIAB DAMAGE TO RENTED ILITY - - PREMISES Ea occurence $300,000 CLAIMS MADE Fx_1 OCCUR MED EXP.(Any one;person) $5,000 A 464DI464 6/20/2010 6/20/2011 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 FX PR LOC O- AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000' ANY AUTO - - - .(Ea accident) - ALL OWNED AUTOS -BODILY INJURY SCHEDULED AUTOS - (Per.person) $. E 8104779L224 6/20/2010 6/20/2011 X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS- .(Per accident) . .'. PROPERTY DAMAGE $. (Per accident) GARAGE LIABILITY - AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ - AUTO ONLY: - - AGG $ EXCESS/UMBRELLA LIABILITY - - EACH OCCURRENCE $$5,000,000 X OCCUR CLAIMS MADE - AGGREGATE $-$5,000,000 C 71C1000148101 6/20/2010 6/20/2011 $. DEDUCTIBLE $ hx RETENTION $0 $ WORKERS COMPENSATION AND TWC STATU-LIM OTHEREMPLOYERS'LIABILITY 1,000,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE 006430048 6/20/2010 6/20/2011 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? - E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 SPECIAL PROVISIONS below - - E.L.DISEASE-POLICY LIMIT $ OTHER - $10,000,000 X of S5,000,000 D Umbrella NYIOEXC7111931V 6/20/2010 6/20/2011 2. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Certificate is issued as evidence of coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TOMAIL 30 -.DAYS WRITTEN Town Of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 1200 PhlnneyS Lane IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis,MA 02601 REPRESENTATIVES. y AUTHORIZED REPRESENTATIVE - , r. ACORD 25(2001/08) Client if 4rAAn Mst# 10-11 GL,Auto,WC, Cert# ©ACORD CORPORATION 1988 Umb Hyannis Toyota M- `1020 lyanough Rd ,Hyannis MA y Subcontractor Address City,State,Zip Demolition .Costello Dismantling Company, Inc. 2 Rocky Gutter Street Middleboro,MA 02346 Sitework Robert Childs Inc. 169 Great Western Road, South Dennis, MA 02660 Foundations A Diaz Construction Co Inc 190 Bodwell Street,2nd Floor Avon, MA 02322 Steel Metro West Steel 730 Madison Street Wrentham, MA 02093 Fire Protection New England Fire Systems PC Box 1 Franklin, MA 02038- Plumbing Tunney Plumbing&Heating 9 Noel Henry Drive East Sandwich,MA 02537 s HVAC Environmental Systems, Inc. 6 Howard-Ireland Drive Attleboro,`.MA 02703 Electrical&Fire Alarm s. Interstate E I ectrica 1,Services;Corp. 70 Treble Cove Road-Northwood Executive Park North Billerica,MA 01862 r AC40RV , CERTIFICATE OF LIABILITYDATE(MM/DD/YYYY) INSURANCE 3,2,2011 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: The Driscoll Agency, Inc. PHONE. Fax 93 Longwater Circle A/c No Ext: - - AC, No: - - P.O. Box 9120 E-MAIL ADDRESS: lbd@driscollagencv.com Norwell MA 02061 PRODUCER CUSTOMER ID#: 6 6 6 7 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Nautilus Insurance- Co Costello Dismantling Company, Inc INSURERB:Great Divide Insurance Company 25224 2 Rocky Gutter Street _ Middleboro MA 02346-3509 INSURERC: INSURER D: INSURER E: INSURERF: COVERAGES CERTIFICATE NUMBER:1583669759 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 TYPE OF INSURANCE ADDL BR POLICY EFF POLICY EXP LTR NSR WVD POLICY NUMBER MM/DD/YYYY1 I(MMIDD/YYYY1 LIMITS A GENERAL LIABILITY ECP01523265-10 11/1/2010 11/1/2011 A ECP01523265-10 11/1/2010 11/1/2011 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY t PREMISES Ea occurrence) $100;000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $5,000 X CPL PERSONAL&ACV INJURY $1,000,000 X $5MM Agg GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 POLICY X PRO- LOC Pollution Liability $2,000,000 B AUTOMOBILE LIABILITY BAP1523268-10 11/1/2010 11/1/2011 COMBINED SINGLE LIMIT $1000000/1000000 X ANY AUTO (Ea accident) ALL OWNED AUTOS. BODILY INJURY(Per person),, $ BODILY INJURY(Per accident) $ SCHEDULED AUTOS y PROPERTY DAMAGE X HIRED AUTOS ~• (Per accident) $ X NON-OWNED AUTOS $ $ A UMBRELLA LIAB X OCCUR FFX152366-10 11/1/2010 11/1/2011 EACH OCCURRENCE $10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DEDUCTIBLE POLLUTION LIABILITY '$10,000,000 RETENTION $ $ B WORKERS COMPENSATION WCA1523267-10 11/1/2010 11/1/2011 X WCSTATU- DTH- B AND EMPLOYERS'LIABILITY T RY I IT ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN MA/CT/NH/ME/NY/NJ/RI/V 11/1/2010 11/1/2011 OFFICER/MEMBER EXCLUDED? ❑ N/A E.L.EACH ACCIDENT $500,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYE $500,000 , DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Notice of cancellation provision is 30 days except 10 days for nonpayment ,of premium Re: Partial Demolition at Hyannis Toyota @ 1020 Iyannough Rd, Hyannis Advantage Construction, Inc„ Jabil Realty Trust, Hyannis Toyota, Down Cape Engineering, Inc. ,' Curtis See Attached. . . 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. Advantage Construction Two Adams Place Suite 100 Quincy MA 02169 AUTHORIZED REPRESENTATIVE j ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD THIS CERTIFICATE SUPERSEDES PREVIOUSLY ISSUED CERTIFICATE Client#:123398 ROBERTCHIL1 ACORD. , CERTIFICATE OF LIABILITY INSURANCEF-DA;03,2o,';YY" THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CUNT C1 NAME: Nancy Matanes HUB International New England PHONE 508-235-2274 FA 8 AIc No Ext: AIc No 66-379-3254 222 Milliken Blvd AI Nancy.Matnaes@Hubinternational.com ADDRESS: y. atnaeS@Hubinternational.com Fall River,MA 02722 508 235-2200 CUSTOMER 10 0: INSURER(SIAFFORDING COVERAGE NAIC# INSURED INSURER A:Union Insurance Company Robert Childs,Inc. INSURER B:Acadia Insurance Company 31325 PO Box 1431 169 Great Western Road INsuRERc: South Dennis,MA 02660-1431 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR TYPE OF INSURANCEUUL OLICY EFF POLICY EXP T S V POLICY NUMBER MMIDDIYYYY) (MMIDDIYYYYJ LIMITS A GENERAL LIABILITY CPA019895014 1101/2011 0110112012 EACH OCCURRENCE $1 OOO OOO X COMMERCIAL GENERAL LIABILITY DAMAGE RENTED PREMISES Ea occurrence s300,000 CLAIMS-MADE I I OCCUR MED FRCP(Any one person) $15,000 e PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPlOPAGG $2,000,000 POLICY Fx PRO- ].IFCT IX-1 LOC $ B AUTOMOBILE LIABILITY MAA019895114 D110112011 0110112012 COMBINED SINGLE LIMIT X ANY AUTO r. (Ea accident) $1 000 000 ALL OWNED AUTOS BODILY INJURY(Per person) $ BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ $ B UMBRELLA LIAB X OCCUR CUA019895214 0110112011 01/0112012 EACH OCCURRENCE $1 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1 00O OOO DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION WCA031676511 110112011 01/01/201 X WC STATLL OTH- AND EMPLOYERS'LIABILITY y I N ER Y I T ANY PROPRIETORIPARTNERIEXECUTIVE E.L:EACH ACCIDENT $500 OOO OFFICERIMEMBER EXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,de3fflhe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 A I Inland Marine CPA019895014 110112011 01101/201 Leased/Rented$100,000 DESCRIPTION OF OPERATIONS!LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more apace is required) RE:Hyannis Toyota,Rte 132 Advantage Construction,Inc.,Jabil Realty Trust,Hyannis Toyota,Down Cape Engineering, Inc.,Curtis (See Attached'Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Advantage Construction,Inc. ACCORDANCE WITH THE POLICY PROVISIONS. Two Adams Place Ste 100 Quincy,MA 02169 AUUUT�—HORRIIZAD�REPRESENTATIVE 01988-2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009I09) 1 of 2 The ACORD name and logo are registered marks of ACORD #S503813IM477649 DP003 ACOW V CERTIFICATE OF ILIABILITY INSURANCE 3�8T2MM/D/YYYY) 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: Rogers & Gray Ins. Plymouth PHONE FAX 341 Court Street A/C No Ext: A/c No: P. 0. Box 3700 E-MAIL ADDRESS: s Plymouth MA 02361-3700 PRODUCER CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED - INSURERA:Peerless Insurance - -` Diaz Construction Cc Inc 190 Bodwell Street INSURER B:Excelsior yInsurance Com an Avon MA 02322 INSURERC:' INSURER D INSURER E: ' INSURER F i - - • COVERAGES CERTIFICATE NUMBER"449887488 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 MAYBE 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 LTR TYPE OF INSURANCE A D B POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS A GENERAL LIABILITY - Y Y CBP8334279 10/18/2010 10/18/2011 EACH OCCURRENCE $1,000,000 —DAMAGE—TO RENTED X COMMERCIAL GENERAL LIABILITY -PREMISES Ea occurrence) $100,000 CLAIMS-MADE OCCUR ~ 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/ORAGG $2'000,000 POLICY FT PRO- LOC $ B AUTOMOBILE LIABILITY ;" BA8334576 10/18/2010 10/18/2011 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $T 000,000. 3 _ BODILY INJURY(Per person) $ ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY(Per accident) $ , PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $, $ A UMBRELLA LIAB X OCCUR CUS334176 10/16/2010 10/18/2011 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE • AGGREGATE $5,000,000 DEDUCTIBLE X RETENTION $10,000 $ B WORKERS COMPENSATION WC8332376 7/1/2010 7/1/2011 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N TO Y LI S ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? � NIA E.L.EACH ACCIDENT $500,000 (Mandatory in NH) E.L.,DISEASE-EA EMPLOYEE $500,000 If yes,describe under _ DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $5001 000 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(Attach ACORD'101,Additional Remarks Schedule,if more space Is required) When required by signed.contraet, additional insured status is provided on the 'G6neral, `Automobile & Umbrella liability on a primary non-contributory basis.- ,Waiver of Subrogation `applies to all policies when required by contract. 30 day notice of cancellation is provided except for non-pay cancellation, See. Attached. . . 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. Advantage Construction 2 Adams Plain Suite 100 AUTHORIZED REPRESENTATIVE r Quincy MA 02169 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD Client#: 35349 HBHSTEEL ACORD,. , CERTIFICATE OF LIABILITY INSURANCE DATE 4 [MIDD YYY) 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: Marla Barnowski Starkweather&Shepley PHONE 401 435 AIC -3600 F : 401 31-9326 AIC No Ext: ,No . PO BOX 549 � E-MAIL, ADDREss: mbarnowski@starshep.com Providence, RI 02901-0549 HBHSTEEL 401 435-3600 CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER Ai Employers Mutual Casualty Co H.B.H.Steel, Inc.dba Metro West Steel IN a:Twin City Fire Ins Co 730 Madison Street Wrentham,MA 02093 INsuRERc: INSURER D: INSURER E INSURER F: " COVER AGES CERTIF ICATE NUMBER: r 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. I SR I TYPE OF INSURANCE DD BR POLICY EFF POLICY EXP LTRS POLICY NUMBER' MM/DD MM/DD/YYYY LIMITS A GENERAL LIABILITY Y 410131294' 04/20/2010 04/20/2011 EACH OCCURRENCE 41,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE SET Ea occu ence $300,000 CLAIMS-MADE �,OCCUR MED EXP(Any one person) $5,000 X Per Written Contract PERSONAL&ADV INJURY $1,000,000 Or Agreement GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/Ol'AGG $2,000,000 POLICY X JFrT PRO- LOC $ A AUTOMOBILE LIABILITY Y 4Z31294 04/20/2010 04/20/2011 COMBINED SINGLE LIMIT. X ANY AUTO .. (Ea accident) • $1,000,000 ALL OWNED AUTOS BODILY INJURY(Per person) $ SCHEDULED AUTOS BODILY INJURY(Per accident) $ - PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) f X NON-OWNED AUTOS $ $ A UMBRELLA LIAB X. o:CUR, Y 4J31294. 04/2012010 04/20/2011 EACH OCCURRENCE $5 000 OOO EXCESS LIAR CLAIMS-MADE AGGREGATE $5 000,000 DEDUCTIBLE r. $`- X RETENTION 10000 $ B WORKERS COMPENSATION AND EMPLOYERS'LIABILITY 02WBDO4447 02/15/11 02/15/12^ X WC SCRYTATU- OTH- - ANY PROPRIETOR/PARTNER/EXECUTIVEY/N OFFICERIMEMBER EXCLUDED? , 7 N/A E.L.EACH ACCIDENT $500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: Hyannis Toyota Advantage Construction and Jabil Realty Trust,Hyannis Toyota, Down Cape Engineering,Inc,Curtis "'% (See Attached. Descriptions) CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE. THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Advantage Construction ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Bruno Two Adams Place,Suite 100 AUTHORIZED REPRESENTATIVE Quincy, MA 02169 1 _IMOJU� CL. 01988-2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 2 The ACORD name and logo are registered marks of ACORD #S316784/M311630 MBB ® DATE(MMIDDIYYYY) A�R i , CERTIFICATE OF LIABILITY,INSURANCE 2/10/2011 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(iss)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 endorsements. PRODUCER COT NAME: House Russo Insurance Agency, Inc.. PHONE X (508)533-3000 AI No.WC.No (508)533-5333 92A Main Street MAIL ADDRESS: P. O. BOX 637 PRO DUR 00003137 Medway MA 02053 ' INSURERS AFFORDING COVERAGE NAIL# INSURED INSURERA:ESSeX Insurance Company 39020 -INSURERB:Travelers Insurance Company New England Fire Systems, Inc. INSURER C:Safety Insurance Com an PO Box L _ INSURER D: INSURER E: t Franklin MA 02038 INSURER COVERAGES CERTIFICATE NUMBER:CL1092101488 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. . INTSRR TYPE OF INSURANCE D y POLICYNUMBER POLICY POLICY YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY 'r DAMAGE TO REN p PREMISES Eaoccurrence) $ 50,000 A CLAIMS-MADE a OCCUR 3DD6150 '` 4/2/2010 4/2/2011 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 X POLICY PRO- LOC` $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 C ALL OWNED AUTOS 6211333 ,10/14/201010/14/2011 BODILY INJURY(Per person) $ X SCHEDULED AUTOS BODILY INJURY(Per accident) $ PROPERTY DAMAGE $• X HIRED AUTOS (Per accident) X NON-OWNED AUTOS" $ A UMBRELLA LIAR x OCCUR XLS0070929 " 11/12/2010 11/12/2011 EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION WC STATU• OTH- AND EMPLOYERS'LIABILITY YIN I TOY LIMITER - ANY PROPRIETORfPARTNERiEXFCUTIVE E. EACH ACCIDENT $ 500 600 OFFICERlMEMBER EXCLUDED? Q E.L.N NIA (Mandatory in NH) 4193P5491 4/2/2010 4/2/2011tr E.L.DISEASE-EA EMPLOYE $ 500,000 I yes,describe under E.L DIS61SE-POLICY LIMIT $ 500 000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Advantage Construction, Inc., Jabil Realty Trust, Hyannis Toyota, Down Cape Engineering, Inc., Curtis Architectural Group, Dickerson +k Burlingame PC, and the Town•of Barnstable are named as additional insureds. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,•NOTICE WILL BE .DELIVERED IN Advantage Construction Inc ACCORDANCE WITH THE POLICY PROVISIONS. ` Two Adams Place, Suite 100 - Quincy, MA 02169 r AUTHORIZED REPRESENTATIVE E ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(2ooeo(j) _ The ACORD name and logo are registered marks of ACORD Client#: 10383 ENVIRSYS ACORD,-, : CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD 2/15/2011YYY) 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. I IMPORTANT:If the certificate holder is an ADDITIONAL INSURED;the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to I 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: Donna M.Canario Starkweather&Shepley PHONE 401 435-3600 VAX 401 43109309 A/C No Ext: A/C,No PO BOX 549 E-MAIL dcanario@starshep.com ADDRESS: p•com Providence, RI 02901-0549 401.435-3600 CUSTOMER ID M INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Peerless Environmental Systems, Inc. INSURER B:Associated Employers Ins Co/AIM' 6 Howard Ireland Drive iNSURERC:Houston Casualty Co Attleboro, MA 02703-0037 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR,THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED13Y PAID CLAIMS. INSR TYPE OF INSURANCE D R POLICY EFF POLICY EXP LTR S POLICY NUMBER MM/DD/YYYY MM/DD LIMITS A GENERAL LIABILITY CBP8746208., 12/31/2010 12/31/2011 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED -PREMISES Ea occurrence) s300,000, CLAIMS-MADE OCCUR MED EXP(An•y one person) $10,000 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 X PRO- X LOC $ A AUTOMOBILE LIABILITY BA8746008(MA) 12131/2010 12/31/2011 COMBINED SINGLE LIMIT A X ANY AUTO BA8817734(RI) . _ 12/31/2010 12/31/2011 (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY(Per person) $ • BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE' X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ $ A X UMBRELLA LIAB X OCCUR CU8746408 12/31/2010 12/31/2011 EACH OCCURRENCE $5 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5 000 000 DEDUCTIBLE t $ X RETENTION 10000 $ B WORKERS COMPENSATION MCC200021801211 01/01/2011 01/01/2012 X I WCSTATU- TH- 'ORY EMPLOYERS'LIABILITYER ANY PROPRIETOR/PARTNER/EXECUTIVEY I N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? 7 NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Professional 7 FT H71111252 01/0112011 01/01/201 $2,000,000 Liability $5,000 Ded. Per Claim DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) RE: Project#Construction operations consisting of HVAC at Hyannis Toyota Hyannis, MA.Named as additional insured Advantage Construction,Inc.,'Jabil Realty Trust, Hyannis Toyota,Down Cape Engineering, Inc., (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Advantage Construction, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. Two Adams Place Suite 100 AUTHORIZED REPRESENTATIVE Quincy,MA 02169 - ©1988-2009 ACORD.CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 2 The ACORD name and logo are registered marks of ACORD ; #S310700/M303002 . LSS ACORP. CERTIFICATE OF, LIABILITY INSURANCE °ATE(MM,°D,YYY"' 02/14/2011 PRODUCER (800)333-7234 FAX (508)655-8853, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION EASTERN INSURANCE GROUP LLC ' ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 233 WEST CENTRAL STREET 'u HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE'AFFORDED BY THE POLICIES BELOW. NATICK, MA 01760 f e INSURERS,AFFORDING COVERAGE '• �NAIC#, INSURED Interstate Electrical Services Corp wsuRERA: Acadia Insurance"Company, 31325 Northwood Executive Park .' INSURER B:MNational Union Fire Ins Co of Pittsburgh PA 70 Treble Cove Road .INSURER C: North Billerica, MA 0.1862 ' INSURER D: $ . µ. INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY RAID CLAIMS. IN SR DD' POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE M POLICY NUMBER DATE MWDD/YYYY DATE MM/DD/YYYY ".LIMITS GENERAL LIABILITY . -°CPAO268414 -09/30/2010 09/30/2011, EACH OCCURRENCE $ 1;000,000 X COMMERCIAL GENERAL LIABILITY = DAMAGE TO RENTED PREMISES Ea occurrence $• 250,000 CLAIMS MADE ❑X OCCUR MED EXP(Any one person) $ 5 QOO `� 'PERSONAL&ADV INJURY $ 1,OOO,OOO GENERAL AGGREGATE $. 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: " t PRODUCTS'-COMP/OP AGG. $ 2,000,000 POLICY X JE O LOC AUTOMOBILE LIABILITY MAA0268424-12 =."(MA) 09/30/2010 `09/30/2011 COMBINED SINGLE LIMIT $ X ANY AUTO (Eaaccident) 1;'000,000 ALL OWNED AUTOS CA40271276-12 (RI) 09/30/2010 µO9/3O/2011 SCHEDULED AUTOS �, BODILY perso JURY A $ X HIRED AUTOS CAA0269682-12 09/30/2010 09/30/2011 BODILY INJURY ' $ X NON-OWNED AUTOS _ "(CT', 'NH;. VT),3 ; y; (Peraccident) X $1000. Deductible + PROPERT.YDAM AGE ` Comp./Coll. (Per accident) $ GARAGE LIABILITY a ' AUTO ONLY-EA ACCIDENT $' ANY AUTO x OTHER THAN EA ACC �. s AGG` $ AUTO ONLY EXCESS/UMBRELLA LIABILITY- BE33106187 09/30/2010' .09/30/2011 `EACH OCCURRENCE " $,. 10,000,000 X OCCUR - FI CLAIMSMADE $ } lOy.000,O00 AGGREGATE $. , B UMBRELLA POLICY a . DEDUCTIBLE k .m X, RETENTION $ 10,000 $ WORKERS COMPENSATION W ATU- AND EMPLOYERS'LIABILITY WPA0268415-12 (MA) 09/30/2010 09/30/2011 X TORYLIMITS ER - ANY PROPRIETOR/PARTNER/EXECUTIV Y/N E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N.: WPA0271283-12 '09/30/2010. :09/30/2011 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under , SPECIAL PROVISIONS below (OTHER.STATES EXCL'MA) E.L.DISEASE-'POLICY LIMIT $ ,. 500,000 OTHER ; CPA0268414 09/30/2010 09%30/2011' "Install.. Floater $1,.000,000 A INLAND MARINE .., _ " r Leased/Rented Equip. $250,000 Owned Equipment $173,789 . DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEM ENT/SPECIAL PROVISIONS ' HYANNIS TOYOTA — HYANNIS, MA - r VANTAGE CONSTRUCTION,, INC.; JABIL ,REALTY TRUST,.� HYANIS TOYOTA,. DOWN CAPE'ENGINEERING; .INC., CURTIS CHITECTURAL GROUP, DICKERSON & BURLINGAME PC; TOWN OF BARNSTABLE„AREPNAMED-AS,ADDITIONAL INSURED WITH RE SPECT TO GL & EXCESS/UMBRELLA LIABILITY .POLICIES WAIVER OF.SUBROGATION WILL APPLY'UNDER ALL SUCI4 OLICIES CERTIFICATE HOLDER �~ CANCELLATION b SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL. 30 :DAYS WRITTEN < NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL ADVANTAGE CONSTRUCTION, INC. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR.. TWO ADAMS'PLACE: REPRESENTATIVES. x SUITE,`100 AUTHORIZED REPRESENTATIVE QU NCY; MA 02169 lRosemary"Fulham/PMA " ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. 'All rights reserved. The�ACORD'name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued Conservation Division �-' Application Fe Planning Dept. ;`Permit Fee Date Definitive Plan Approved by Planning Board �Q I Historic - OKH _ Preservation/ Hyannis IVY Project Street Address Llc.n 0 Lx Village WQ p n n S Owner ( �$ Address ' Telephone Permit Request 1,4 rl d a k,6,n A D R Ti O4/ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new tsdwater Zoning District Flood Plain �. � yj� 6l( Overlay L Project Valuation 'N UUO Construction Type Lot Size (2po <<o72,_)n Grandfathered: ❑Yes U No If yes, attach supporting docur*tation. 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 W � 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 ❑ Commercial ❑Yes No If yes, site plan review# I (� Current Use C Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) / Name U 6a<�V((k(16qelephone Number ( — C J __Y Address S e License SlA 2 Home Improvement Contractor# C CA Oc - Worker's Compensation # ALL CONSTRUCTIO DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �`�'l.' DATE �C z i FOR OFFICIAL USE ONLY APPLICATION# r - DATE ISSUED'. ADDRESS- VILLAGE OWNER DATE OF INSPECTION: _.'' FOUNDATIONS; FRAME INSULATION= ' 1 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH, FINAL. ti ;GAS: 4 t S ROUGH FINAL ;EOFINAL BUILDING DATE CLOSED OUT ASSOCIATION.PLAN NO. f The Commonwealth of Massachusetts Department of Industrial Accidents �._.t Office of Investigations 600 Washington Street u P'I �j-,/ Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name (Business/Organization/Individual): &kijnn, f rl�c I(i Address: too City/State/Zip: t'fvL(4 Phone #: �V c �F Are you 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-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ 9. ❑ 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 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I LEI Plumbing repairs or additions myself. [No workers' comp. c. 152, §I(4), and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' I Other I—)13. comp. insurance required.] [ er 1-nu VL 40 *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. tContractors 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: N� t)U`A611, U A I6 VA T Ice rtS Ufa ti6f NS64q) Policy#or Self-ins. Lic. Expiration-Date: (V a I , Job Site Address: D� k `t City/State/Zip: C.t A d� Attach a copy of the workers' compensation po icy 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 here cer 'y _ nde the pains and penalties of perjury that the information provided ab`ve 'l tt rue and correct Signature: Date: Phone Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2: Building Department 3.City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector. 6. Other T DATE(MMIDDIYYYY) ,4► I CERTIFICATE OF LIABILITY INSURANCE 3/8/2011 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: Rogers & Gray Iris. Plymouth PHONE FAX 341 Court Street WC,No Ext: A/C No): E-MAIL P. 0. BOX 3700 ADDRESS: Plymouth MA 02361-3700 PRODUCER CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Peerless Insurance Diaz Construction CO Inc 190 Bodwell Street INSURERB:Excelsior Insurance Comloany Avon MA 02322 INSURERC: INSURER D: INSURER E: INSURER COVERAGES CERTIFICATE NUMBER:449887488 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDD/YYYY MMIDDIYYYY A GENERAL LIABILITY Y. Y CBP8334279 10/18/2010 10/18/2011 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES Ea occurrence $100,000 CLAIMS-MADE Fx_]OCCUR 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 X PRO- El LOC $ B AUTOMOBILE LIABILITY BA8334576 10/18/2010 10/18/2011 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ - ALLOWNEDAUTOS - - BODILY INJURY(Per accident) $ .• X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS _(Per accident) X NON-OWNED AUTOS - $ A UMBRELLALIAB. X OCCUR CU8334176 10/18/2010 10/18/2011 EACHOCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE - - AGGREGATE $5,000,000 DEDUCTIBLE $ X RETENTION $10,000 - $ B WORKERS COMPENSATION WC8332318 - 7/1/2010 7/1/2011 X WCS LIM TATU- OTH- AND EMPLOYERS'LIABILITY YIN _ Y I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? N❑ NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $500,000 If yes,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) When required by signed contract, additional insured `status is provided on the General, Automobile .& umbrella liability on a primary non-contributory basis. Waiver of Subrogation applies to all policies when required by contract. 30 day notice of cancellation is provided except for non-pay cancellation, See Attached. . . . 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. Advantage Construction 2 Adams Plain Suite 100 AUTHORIZED REPRESENTATIVE Quincy MA 02169 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD Fm:Dawn M. Pare To:Proof of Insurance Coverage(16172374124) 08:48 03/03/11 GMT-05 Pg 03-04 Client#: 123398 ROBERTCHIL1 ACORD,,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 3103/2011 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: Nancy MataneS HUB International New England PHONE AIC No Ext:508-235-2274 FA 866-379-3254 (A1C No 222 Milliken Blvd E-M iL Y•ADDRESS: Nanc Matnaes Hubinternational.com Fall River,MA 02722 508 235-2200 CUSTOMER ID 0: - INSURER(S)AFFORDING COVERAGE NAIC# INSURED Robert Childs,Inc. INSURER A:Union Insurance Company PO Box 1431 INSURER B:Acadia Insurance Company 31325 169 Great Western Road INSURER C: South Dennis,MA 02660-1431 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rAA TYPE OF INSURANCE NSR VD POLICY NUMBER MMIDDIYYYY MMIDDfYYYY LIMITS GENERAL LIABILITY CPA019895014 1101/2011 01101/2012 EACHOCCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED PREMISES(Ea occurrence i $300 OOO CLAIMS-MADE Fx]OCCUR MED EXP(Any one person) $15,000 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 I X1 PRO- X LOC $ B AUTOMOBILE LIABILITY MAA019895114 110112011 01/01/2012 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY(Per person) $ BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) - $ X NON-OWNED AUTOS $ $ B UMBRELLALIAB X OCCUR CUA019895214 1101/2011 01/01/2012 EACH OCCURRENCE $1 000 000 EXCESS LIAB CLAIMS-MADE - AGGREGATE $1 000 000. DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENIA TIOIN YIN WCA031676511 110112011 01/01/201 X WC vTATU- OTH- AND ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $500 000 OFFICERIMEMBER EXCLUDED? ® NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,dasciihe tinder DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 A I Inland Marine CPA019895014 0110112011 01/01/201 Leased/Rented$100,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is requited) RE:Hyannis Toyota,Rte 132 Advantage Construction,Inc.,Jabil Realty Trust,Hyannis Toyota,Down Cape Engineering,Inc.,Curtis (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Advantage Construction;Inc. ACCORDANCE WITH THE POLICY PROVISIONS. Two Adams Place Ste 100 Quincy,MA 02169 - AUTHORIZED REPRESENTATIVE 01988-2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009109) 1 of 2 The ACORD name and logo are registered marks of ACORD #S5038131M477649 D13003 CORC,, CERTIFICATE OF LIABILITY INSURANCE DATE 10/07/2010010 14:5252 P,ao°UCER (800)225-1865 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Fred C.Church,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 41 Wellman Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Lowell,MA 01851 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 800-225-1865 INSURERS AFFORDING COVERAGE NAIC#. INSURED - INSURER A: Charter Oak Fire Ins.Co. Advantage Construction,Inc. INSURER B: National Union Fire Insurance Company of Pittsburgh Two Adams Place,Suite 100 Quincy,MA 02169 INSURER C: Everest National Insurance Company INSURER D: Navigators Insurance Company INSURER E: Travelers Casualty Insurance Company of America COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR= POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION - - 7 D M DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY - - PREMISES Ea occurence $300,000 CLAIMS MADE P�I OCCUR - MED EXP(Any one person) $5,000 A 464D1464 6/20/2010 6/20/2011 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 X PRO- LOC AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT $1 000 p00 ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person), $ E 8104779L224 6/20/2010 6/20/2011 X HIRED AUTOS - - - - BODILY INJURY - X NON-OWNED AUTOS .(Per accident) $ PROPERTYDAMAGE $ - (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO - -. - OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $$5,000,000 X OCCUR FI.CLAIMSMADE - AGGREGATE $$5,000,000 C 71 C 1000148101., 6/20/2010 6/20/2011 $ DEDUCTIBLE $ . X RETENTION $ . . - $ WORKERS COMPENSATION AND - WCRY TO LISTATU-T OTHR= MI EMPLOYERS'LIABILITY 1,000,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE 006430048 - 6/20/2010 6/20/2011 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? - E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under - - SPECIAL PROVISIONS below - - E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER - $10,000,000 X of$5,000,000 D Umbrella NYIOEXC711193IV 6/20/2010 6/20/2011 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS - Certificate is issued as evidence of coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION - _ DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Own Of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 1200 Phlnneys Lane - - - - - IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis,MA 02601 REPRESENTATIVES. y AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) Client# ;rnnn Mst# 10-11 GL Auto,WC, Cert# ©ACORD CORPORATION 1988 Umb Hyannis Toyota 1020 lyanough Rd Hyannis, MA Subcontractor Address City, State, Zip Phone Fax Sitework Robert Childs Inc. 169 Great Western Road South Dennis, MA 02660 (508) 398-2556 (508) 394-5317 Foundations Diaz Construction Co Inc 190 Bodwell Street, 2nd Floor Avon, MA 02322 (508)427-0540 (508)427-0538 Massachusetts- Department of Public Safeth Board of Buildin-Reaulations and Standards Construction Supervisor License `} " License: CS 19925 Restricted fo 00 V1/ILLIAM G',KELLY } PO BOX 395 S DENNIS, MA 02660 Z ' Expiration: 6113/2012 Commissioner Tr#:.27030 ' k Y �Y 1 • 2 trti Towns of Barnstable Regulatory Services BA2NSTAXv rig Thomas F. Geiler,Director Eo;96 �� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 (� www.town.barnstable.ma.us o Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using ABuilder as Owner of the subject.property hereby authorize (� ((k(� to act on my behalf, in all matters relative to work authorized by this building permit application for 1D DU CA O UCJ k (Add6s of rob) Signature of Owner Date Print Nmm If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. A.-IDVANTAGE Construction, Inc. March 9, 2011 Tom Perry Town of Barnstable 368 Main Street Hyannis, MA 02601 Re: Hyannis Toyota 1020 Iyanough Road Hyannis Ma 02601 Dear Tom Perry: Please accept this letter of notification that William G. Kelly, an employee of Advantage Construction, Inc., has been appointed to be our full time Superintendent for the project listed above. If you have any question, please feel free to contact our office at (617)237-1840 Sincerely Advailage Construction, Inc. rsident ADVANTAGE CONSTRUCTION, INC. Two Adams Place, Suite 100, Quincy, MA 02169 Telephone 781.848.8787 Fax 781.848.3774 www.advantageconstructioninc.com TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION s Map Parcel NNECT - '' plication# l0 `Y Health Divisid(�,ko _ eR Conservation Division a - D 6 si�e��4 e ` �� Permit# Tax Collector �` \ ,l Date Issued k Z, Treasurer YJ Application Fee �0 rw Planning Dept. 3 - Permit Fee o-p Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis t. Project Street Address /®Z D _�r cJ C 4 12� f Village b� �- �/e!/2-AddressA00,0 '-� Owner , jZr��t Telephone Permit Request �Sfr�-1-� f7LJ'iyl �2 Q �rf ! 2&�z o 0 // p n Square feet: 1 st floor:existing /� �� proposedC� ' 2nd floor:existing v'�t�Q U proposed _ J� Total new Zoning District 0 Flood Plain ;'' ""Groundwater Overlay Project Valuation Construction Type Lot Size 4 :�:73 Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes )Go On Old King's Highway: ❑Yes (_6No Basement Type: ❑Full ❑Crawl ❑Walkout *ther _-5 Zd9 J> — Basement Finished Area(sq.ft.) �/�" Basement Unfinished Area(sq.ft) n Number of Baths: Full:existing new Half:existing J new Number of Bedrooms: existing new - TT Total Room Count(not including baths):existing f / new�_ First Floor Room Count 1S *at Type and Fuel: ❑Gas ❑Oil Electric ❑Other Central Air: Ayes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size /V 0 Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal-#- - —Recorded O Commercial ❑Yes ❑No If yes, site plan review# Current Use Av7_5 T; A, i Proposed Use BUILDER A INFORMATION ,` f y..-.sv.. � r"^-.fiv+.xs•P— ""mow. Name im � Telephone Number? .--- , Address J '93 [,,)�,.a License# 61 �/&eAA-N0AUof . ✓n f1 C2-(-15 Home Improvement Contractor# /Zg01� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE f a FOR OFFICIAL USE ONLY +� PERMIT NO. ' f .' ¢ ' DATE'ISSUED,, MAP/PARCEL NO. ADDRESS VILLAGE' OWNER' 41 DATE OFINSPECTION: FOUNDNTIO'N • ~-FRAME=# INSULATION -FIREPLACE ELECTRICAL: ROUGH, FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT _- - ASSOCIATION PLANNO._ f r FROM Wm Drowne Ins Agcy Inc PHONE NO. Mar. 31 2006 01:12PM P1 ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 03 .31/2006 PRODUCER (506) 980-9540 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION William S. Drowne Ins. Agency, inc. . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 11 Main'Street Suite # 8 ALTER THE COVERAGE AFFORDED BY THE:P. POLICIES BELOW. JAG borou MA. 0177 2-0411 INSURERS AFFORDING COVERAGE NAIC II I , INSURER A:COARA9rce Ina-. Coe _ ive Construction I INSURER&Libert KUtuf;ll Ins. Co. Sox 117 3 INSURER C: INSURER 0:nis 0 660- INSURER E:.GES ICIES OF INSURANCE TIED BELO HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOICATEO.NOTWITHSTANDINGANY EMENT,.TFRd110R C 1 1014 OF AN CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. SURANCE AFFO 0 BY THE POLI IES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH%POLICIES. GATE LIMIT OWN MA HAVE BEEN EDUCED BY PAID CLAIMS. INSR P ICYEFF POLICY LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE M D" DATE MW ply LIMITS A GENERAL LIABILITY 2272 11/12 2005 11/12/2006 CH OCCURRENCE 6 1,000100( X COMMERCIAL GENERAL LIABILITY MACE TO RENTED PREMISES EeOttutrynce a 50,00E CLAIMS MADE EiIOCCUR MEDEXP An we =on 6 5.00f PERSONALBAOV INJURY 6 - 1,000,00( GENERAL AGGREGATE 6 2,000,00( GENT AGGREGATE LIMp(.TAPPt1E5 PER: PRODUCTS-COMPIOP AGG 4 2,000100( POLICY dECT LOC AUTOMOBILE LIABILITY- _ / / / / COMBINED SINGLE LIMIT - ANY AUTO (Fe BGCIdenl) 6 ALL OWNED AUTOS. ... / I \ / / BODILY INJURY SCHEDULEDAUTOS (PerDerOnl 6 AIRED AUTOS- - / / / / BODILY INJURY NON•OWNEO AUTOS (Pcr.accident) 9 PROPERTY DAMAGE (Pcr Dccldenl) 6 GARAGE LIABILITY AUTO ONLY;EA ACCIDENT e.. ANY AUTO - I / / / OTHER THAN EA ACC 6 AUTOONLNY ACG 6 fACMIUMBRELLA LIABILITY / / / / EACH OCCURRE .F. 6 OCCUR CLAIMS MADE - AO0RE9ATE 4- DEDUCTIBLE RETENTION S - - llryry B WORKERS COMPENSATION AND WCS-31S-316294- 15 ` 11/16/2O 5 11/16/2006 TORYLIMITS I F .EMPLOYERS'LIABILITY ANY PROPRIFTOR/PARTNGP)LXFCUTIVE .L.EACH ACCIDF14T 0 1001 00( OFFICEFJMEMKR EXCLUDED? E.L.DISEASE-EA EMPLOYEE 6 SOD,OO( tf ycs..dewbe under. SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 6 100100( OTHER DESCRIPTIOaOFOPERATIONS+LOCATIONSIVEHICtMCXCLUStONSADDEOBYEN EMENTISPECIALPROVISIONS - ti CERTIFICATE HOLDER CANCELLATION ( (S O8) 7 S O-7 O 9 8 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE "EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT Hyannia Toyota. FAfLURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE 10io Iyanough Road INSURER ITS AGENTS OR REPRESENTATIVES. AUTOO EDREPREBENTATIVe Hyannis MA 02601- . - c � ACORD 25(20DII08) 0 ACORD CORPORATION.198., I:ENSD25(otoaps ELECTRONIC LASER FORMS.INC.•(800)327.0545 Page L GI. The Commonwealth of'Massachusetts Department of Industrial Accidents Office of Investigations W 600 Washington Street Boston, M4 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers { Applicant Information /�/� _ Please Print Legibly Name (Business/Organization/Individual). ),/, Address: �oWt__r� ® l � r - City/State/Zip: —— 1�; ,I I_ f! - j /�-/f #:�ZG�d Are you an employer? Check the appropriate boa: Type of project(required): 1.❑ I am a employer with 4. .0 I am a general contractor and I 5 x employees(full and/or part-time).* have hired the sub-contractors El construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet t ❑ Remodeling ship and have no employees . These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I L[I Plumbing repairs or additions myself.[No workers' comp. C. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t . 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 anew 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 infoTmation. I am an employer that is providing workers compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins.Lic. #: !!77 Expiration Date: Job Site Address: ® -r` A10t1 City/State/Zip: if✓�i9' �� 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 certil under th s and penalties of perjury that the information provided above is true and correct Si ature: 4" Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: PermWLicense# Issuing Authority (circle one): 1.hoard of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other j I Contact Person: Phone#: II reformation and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than thiee 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 be ause'of such employment be deemed to be an employer." MGL chapter.152, §25C(6)also states that"every state or local licensing agency shall withhold thelssuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance 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-contractors)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. He 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, lease call the Department at the number listed below. Self-insured companies should enter their. mP P Y P self-insurance license number on the appropriate Ime. 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 future pemuts 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: r 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 Fax # 617-727-7749 Revised 5-26-05 vww-w.m3ass.aov/dia VNE Town of Barnstable Regulatory Services �nss.t'E` ' Thomas F.Geiler,Director 1639. 9�ArfDMA'��,�� 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, /2zal6wt ,as Owner of the subject property here authorize fro/Z S � to act on my behalf, T in all matters relative to work authorized by this building permit application for. dZ-0 .R AJo0 Zf ? ! �<s #04 (Address of Job) � p , ignature of er ate Print Name Q TORM&OWNERPERMISSION �7r ��9� �fL� V/O�YI/h20021l1 O�a �GCI.0eL6I i BOARD OF BUILDING REGULATIONS - } �. �# License°CONSTRUCTION SUPERVISOR � . NumbeCS 1 074669 — t r E5ljr date= 2/077,1968 , ,' iExpires. 02/07 p00 Tr.no. 8989.0: , s - Restricted MATTHE_ tiK f PO BOX 1173 �...-� 67 S DENNIS', MA 02660 f`' /J ' Commissioner 1 �1. Cray nr?n�led /e2aa z otivaetea Board of Building Regulafions and Standards HOME IMPROVEMENT CONTRACTOR Registrations_1-?8017 nEzpira �n 2.11/2007 �. ypiF individual MATTHEW M BORQWSK1- MATTHEW BOROWSKI� { ' 73 WEIR RD �" t YARMOUTHPORT,MA 02675 Administrator F WILLIAMS SCOTSMAN,INC. 115 Lydia Ann Road Smithfield,RI 02917 S C 0 T S M A N Phone: 401-233-3900 . Fax: 401-231-9533 Mobile offices-storage runs Toll free:800-782-1500 And Moro Fax To: Jack Carter From: Joe Cloutier Fax: 508 790-7098 Pa ® ,including cover page Phone: (508)775-1230 Date: 3/24/06 Re' Request for Quotation I am pleased to enclose a confirmation of the prices we discussed. Below are some of the values you can expect from Williams Scotsman. .. Ease of ordering-just sign and date the quote andfax it back! e We offer a complete line of additional items including steps,anchors,skirting,furniture,security screens, and more:.. e Full limited one-year warranty. If you have any questions or additions,please feel free to contact me, Thank you for considering Williams Scotsman! Joe Cloutier Sales Representative Attachment(s): WS Quote No. 1147554-1 11wsiSnt\sfa\Corporate\Floorplans\Nes\OnePage\Nes_MO6012 RR_Ipg.doc JC/SFA II Tn%4 nn:sT qMT h7. jew ��,F-I:7-inv:xe4 'aAA NHW(;iniS WHT-IITM 03127106 11: 00 AM RCHO via VSI-FAX Page 2 of 3 #134890f ACORD. 327/06 CERTIFICATE OF LIABILITY INSURANCE DATEI1271011 r PRODUCER 410-339-7263 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Riggs, Counselman, Michaels & ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Downes, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND,- EXTEND OR 555 Fairmount Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Baltimore, MD 21286 INSURERS AFFORDING COVERAGE INSURED Williams Scotsman, Inc. INSURER A: Zurich-American Insurance P.O. Box 986 INSURER B: Axis Specialty Baltimore. MD. 21203. INSURERC: INSURER D: INSURER E: COVERAGES 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 TERMIS,-EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER TE E LIMITS A OLINERAL LIABILITY GLO298356204 4f01(05 4f01106 EACH OCCURRENCE is 1000000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one(ire: S 500000 CLAIMS MADE 7 OCCUR MED EXP IAny one person) $ 5000 PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP)OP AGO S 2000000 POLICY 7 PRO JECT X LOC A AUTOMOBILE LIABILITY SAP298356304 4(01(05 4(01(06 - COMBINED SINGLE LIMIT $ 2000000 X ANY AUTO' - (Eaaeciderrtl ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS Iper Person) X HIRED AUTOS . BODILY INJURY S X NON-OWNED AUTOS.. - (Per accident) PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AM S B EXCESS LIABILITY EAU701460 4101105 - 4101106 EACH OCCURRENCE S 5000000 X OCCUR 1 CLAIMS MADE AGGREGATE $ 5000000 s DEDUCTIBLE' $. X RETENTION S 10,000TH- S A WORKERS COMPENSATION AND WC29$356004 4/01105 4101106 X I TORY UN.ITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 1000000 E.L..DISEASE EA EMPLOYEE. $ 1000000 E.L.DISEASE•POLICY LIMIT S 1000000 OTHER I, - DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS General proof of coverage CERTIFICATE HOLDER- ADrnnoNAL INSURED.INSURER LETTER. CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION - Hyannis Enterprises Inc DATE THEREOF,THE ISSIIJNG INSURER.WILL 8WEAVOR.TO.MAU-. 30..O4Ys WRITTEN. 020 Lyanough Rd NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis.MA 02601_ IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR _ REPRESENTATIVES. AUTOO AT? ACORD 25-S(7197) 7-66 777348 -141127 0 ACORD CORPORATION 1988 •e WILLIAMS SCOTSMAN,INC. 115 Lydia Ann Road Smithfield,RI 02917 S C 0 T S M A N Phone: 401-233-3900 fax: 401=231-9533 Mobile Offices•Storage Products Toll free;800-782-1500 M°1e Joe Cloutier,Sates Representative Page I of 2 CUSTOMER SHE IP TO QUOTE DATE Jack Carter Hyannis Toyota March 24.2006 Hyannis Toyota QUOTE EXPIRATh4_N 1010Iyannough Rd Hyannis,MA 02601 April 23,2006 Hyannis,MA 02601 60 x 12 Mobile Office w/RR(56 x 12 box size)per the enclosed floorplan. SALES PRICE: 528,700.00.(New DELIVERY FREIGHT: $2,500.00 equipment) BLOCK-AND LEVEL: $279.00 ' (2)OSHA Aluminum Steps-Setup @$30.00 each El L.F.Aluminum skirting @$2,176.00 1"1 (8)Tledowns into asphalt and/or concrete @.$98.00 . LJ each Q (2)ASHA Aluminum Steps_Purchase @-$650.00____each Hyannis Toyota 1 I Tn nn:si gnn7. b7. apw 22S6-12Z-10V;xed 'GAd NdWSIODS WdIIIM ,' �.: �,. 1<'. 'i '4 �'� ;a r f1 ,'' i; Z. I kl r New England Fire Systems, Inc. Franklin, MA H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T HYANNIS TOYOTA - SHOWROOM CALCULATION - r W A T E R S U P P L Y STATIC PRESSURE (psi) 67 RESIDUAL PRESSURE (psi) 60 RESIDUAL FLOW (gpm) 1244 B O O S T E R P U M P S r NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .15 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .15 gpm/sq. ft. . FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 351.00 gpm AT A PRESSURE OF 38.30 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM 101 CAST IRON CEMENT LINED (150) 002 SCHEDULE 10 001 SCHEDULE 40 0&1000i&kl2H ' NOF MASS G C per' STEVEN E. YO NI C FIR "I T S , E` R r ❑&1000J&klOH New England Fire Systems, Inc. HYANNIS TOYOTA - SHOWROOM CALCULATION PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 ( ] TEST AREA 2 [ ] TEST AREA 3 [ J REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 301 5.60 24.00 19.72 12.40 302 5.60- 24.00 19.03 11.54 303 5.60 24.00 19.21 11.77 304 5.60 24.00 19.13 11.66 305 5.60 24.00 18.52 10.94 306 5.60 24.00 18.70 11.15 307 5.60 24.00 18.63 11.06 308 5.60 24.00 18.20 10.56 309 5.60 24.00 18.37 10.76 310 5.60 24.00 18.30 10.67 311 5.60 24.00 18.11 10.45 312 5.60 24.00 18.28 10.65 313 5.60 24.00 18.21 10.57 314 5.60 24.00 18.02 10.36 315 5.60 24.00 18.19 10.55 316 5.60 24.00 18.12 10.47 317 5.60 24.00 18.00 10.33 318 5.60 24.00 18.17 10.53 319 5.60 24.00 18.10 10.44. THE SPRINKLER SYSTEM FLOW IS 351.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm [ ) THE INSIDE HOSE [ ] RACK SPKLR'S. [ J YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.150 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 67.00 psi RESIDUAL PRESSURE 60.00 psi AT 1244.00 gpm TOTAL SYSTEM FLOW 601.00 gpm AVAILABLE PRESSURE 65.18 psi AT 601.00 gpm OPERATING PRESSURE 47.95 psi AT 601.00 gpm PRESSURE REMAINING 17.23 psi THE ABOVE RESULTS. INCLUDE 4.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ J METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE f ATTACHMENT "B" TO ALL NEW BUSINESS OWNERS Hyannis Enterprises, President �,, J r. , ��: Jaek G. Carter; Fill in Please: YOUR NAME: 73 Wild Goose ay APPLICANT'S +r YOUR HOME ADDRESS: Centerville, MA 02 BUSINESS 1230 ers ip (50 8) Tele hone Number THYoPE OF 6U51NESS au o e TELEPHONE BUSINESS Hyannis Scion T�IAME OF NEW N IS THIS A HOME OCCUPAT11 - mbuilding diviaion H ann i s MA MAP PARCEL NUMBER Have you been given approval10 2 0 I anou h Rd. ADDRESS OF BUSINESS several things you must do in order to be In compliance with the rules end regulations of the Town of starting a new business there ere in obtaining the information you may need. Once you have obtained the required signatuo sMUST go to Whenyou et th®business certiftcete first y Barnstable. This�o is intended to assist you d permits end licenses.. e e for a business certificate at the Town Clerk's Office (Ist floor-Town Hall)or d u 9 below,you may PPhI you have all the require p offices: the following office to make sure y and you will find the following GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) 1. BUILDING CO of'S OFFI a it requirements that pertain to this type of business. This individual has r d of a p Authorize Signature* COMMENTS: 2. BOARD OF HEALTH ents that pertain to this type of business. This individual has been informed of the Permit requirements Authorized Signature* COMMENTS: that pertain to this type of business. 3. ( NG AUTHORITY CONSUMER AFFAIRS LICENSI This individual has been informed of the licensing requirements Authorized Signature** COMMENTS: n (which do Business cerCiticates (cost$31J.OD tar 4 years). A business certificate ONLY REGISTERS YOU YOUR NAME Mr m the various departments youInvolved. M.G.L. you permission to operate•you must gel;that through.campietion of the proce I does not gnre y P >r QppRpUQL FOR A 9USINE56 OFFIV T�X � 5lGN1FIFS &1000&kl0H New England Fire Systems, Inc. HYANNIS TOYOTA - SHOWROOM CALCULATION PAGE 2 FITTING Equivalent Length per NFPA 13 1994; 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting -1_45-Elbow,-2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 351.00 332.00352222 79.57 140 101 5.890 0.004 3.033 47.95 43.10 1.81 2 3 351.00 5.00 55 2.68 120 2 3.260 0.105 0.000 43.10 38.30 4.80 3 4 351.00 12.00 -40 40.00 120 2 3.260 0.105 3.467 39.30 29.39 5.44 4 5 351.00 10.00 2 6.70 120 2 3.260 0.105 4.333 29.39 23.31 1.75 5 6 351.00 9.00 2 6.70 120 2 3.260 0.105 0.000 23.31 21.70 1.62 6 7 0.00 4.00 3 17.42 120 2 3.260 0.000 0.000 21.70 21.70 0.00 7 8 0.00 92.00 0 0.00 120 2 3.260 0.000 0.000 21.70 21.70 0.00 8 9 0.00 12.00 0 0.00 120 2 3.260 0.000 0.000 21.70 21./0 0.00 9 10 0.00 12.00 0 0.00 120 2 3.260 0.000 0.000 21.70 21.70 0.00 7 11 0.00 155.00 32 24.12 120 2 3.260 0.000 0.000 21.70 21.70 0.00 6 12 351.00 41.00 3 17.42 120 2 3.260 0.105 0.000 21.70 15.59 6.11 12 13 221.39 12.00 0 0.00 120 2 , 3.260 0.045 0.000 15.59 15.04 0.55 13 14 110.47 10.00 0 0.00 120 2 3.260 0.012 0.000 15.04 14. 90 0.14 8 101 0.00 1.00 3 7.94 120 2 1.682 0.000 0.000 21.70 21.70 0.00 9 102 0.00 1.00 3 7.94 120 2 1.682 0.000 0.000 - 21.70 21.70 0.00 10 103 0.00 1.00 3 7.94 120 2 1.682 0.000 0.000 21.70 21.70 0.00 101 104 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 21.70 21.70 0.00 102 105 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 21.70 21.70 0.00 103 106 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 21.70 21.70 0.00 104 107 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 21.70 21..70 0.00 105 108 0.00 10.00 0 0.00 120 2 1. 682 0.000 0.000 21.70 21.70 0.00 106 109 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 21.70 21.70 0.00 107 110 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 21.70 21.70 0.00 108 ill 0.00 10.00 0 0.00 120 2 1. 682 0.000 0.000 21.70 21.70 0.00 109 112 0.00 10.00 0 0.00 120 2 1.682 0.000 0.000 21.70 21.70 . 0 0.00 11 113 0.00 21.00 3 7.94 120 2 1.682 0.000 0.000 21.70 21.70 0.00 12 201 129.60 9.00 3 10.45 120 2 2.157 0. a 123 0.000 15.5� 13.19 2.40 201 202 109.88 10.00 0 0.00 120 2 2.157 0.091 0.000 13.19 12.25 0.94 13 203 110.92 17.00 3 10:45 120 2 2,157 0.093 0,000 15.04 12.49 2,54 14 204 110.47 17.00 3 10.45 120 2 2.157 0.092 0.000 14 . 90 12.38 2.52 202 205 90.85 10.00 0 0.00 120 2 2.157 0.064 0.000 12.25 11.59 0.66 203 206 91.71 10.00 0 0.00 120 2 2.157 0.065 0.000 12.49 11.82 0.68 204 207 91.35 10.00 0 0.00 120 2 2.157 0.065 0.000 12.38 11.72 0.66 205 208 72.32 10.00 0 0.00 120 2 2.157 0.042 0.000 11.59 11.17 0.42 206 209 73.01 10.00 0 0.00 120 2 2.157 0.043 0.000 11.82 11.39 0.43 207 210 72.72 10.00 0 0.00 120 2 2.157 0.042 0.000 11.72 11.30 0.42 208 211 54.13 5.00 0 0.00 120 2' 2.157 0.025 0.000 11.17 11.06 0.11 209 212 54.64 5.00 0 0.00 120 2 2.157 0.025 0.000 . 11.39 11.27 0.12 210 213 54.42 5.00 0 0.00 120 2 2.157 0.025 0.000 11.30 '11.18 0.11 211 214 36.02 10.00 0 0.00 120 2 2.157 0.012 0.000 11.06 10.95 0.11 212 215 36.36 10.00 0 0.00 120 2 2.157 0.012 0.000 11.27 11.16 0.11 C .. WILLIAMS SCOTSMAN INC. 1151-ydia Ann Road .S C O T S M AN . Phone:401 233-3900 Mobile Offices-Storage Products® Fax: 401-231-9533 And More Toll free:800-782-1500 Joe Cloutler,Sales Representative Page 2 oft CLARIFICATIONS i. Delivery is based on clear access to site for truck and unit to truck set unit. Delivery dates and times are subject to permitting process,weather and holiday restrictions. 2. Skirting pricing is based on average height of 36'and includes teardown at end of lease.An additional charge will be incurred if WIS is requested to remove the material from site($100.00 for 8'and 10'wides,$150.00 for 12' wides). I Pricing is based upon Williams Sccttcrnanlc Ptandird labor rattan And does not include union or prevailing wages unless stated. 4. Pricing is based upon clear,dry,accessible site with maximum T elevation change over length of unit. WIS cannot be responsible for site conditions out of our control. 5. If tiedowns are selected,Dig Safe# is required. Please allow 2-3 days after delivery of unit for installation.No site restoration is included in this pricing. COMMENTIS): Customer hereby agree!to(he-above quoted priecs and specifications. Customer further authorizes Williams Scotsman to make appropriate arrangements for the delivery of the above described Equipment. Upon delivery,and until a subsequent Sales Agreement is executed by Williams Scotsman(as Sellcr)and Cuslomcr(as Buyer),the:Standitrd Williams Scotsman Sales Tertns and Conditions,which are incorporated by reference herein,will govern this transaction. A deposit may be required based upon eustomtr'a credit rating and history with Williams Scotsmen,Inc. Hyannis Toyota The items described above compnsc the Equipment which the Customer desires to buy from Williams Scotsman. All equipment is subject ra availability. Physical mage an Commercial Liability insurance coverage arc required beginning on the date of the Equipment's Delivery. Prices quoted above do not Include any local,state,federal or personal property taxes or anyfees. Payment terms are pending credit approval formes,footings,steps,-site preparation;eloetrical,and plumbing connections and not included in the quoted price unless tpccifically stated. cn a nn:st gnn7 b7 J2W �256-T2Z-T0V:xPJ Q(ld NdWS10JS 14IJI1IIM Mirk Lute Ind stries of-PA DEALER , : WILLIAMS SCOTSMAN, INC. QUOTE T-1141 DEALER REP :-JOE C. QUOTA DATE : 03/24/06 J W" BOX 12X56 FACTORY REP : TERRY S. MODEL: SIZE: �79 1 EA 1260 (11'9" x 56'0" MODULE) JOB: HYANNIS TOYOTA !2- 30 BUILDING CODES/SEAL 1 EA OCCUPANCY GROUP: B CONSTRUCTION TYPE: 5B i EA TEMPORARY USE: CONSTRUCTION SITE BUILDING/NO H:C. ACCESS 1 EA LOCAL CODES AND/OR FEDERAL SPECS ARE NOT QUOTED 1 EA MODULAR BUILDING INSTITUTE SEAL 1 EA THIRD PARTY AGENCY PLAN REVIEW 1 EA THIRD PARTY AGENCY INSPECTION I EA MASSACHUSETTS STATE SEAL AND APPROVAL BUSINESS UNDER 3500 SF FRAME S6 LF OUTRIGGER W/12" JR I-BEAM W/X-MBRS 0 48" O.C. 1-EA W/DETACHABLE HITCH (10/12/14 WIDES) 1 EA AXLES: TRIPLE, (TANDEM & SINGLE) W/ BRAKES 6 EA TIRES: 12 FLY FLOOR 672 SF MOISTURE BARRIER: ROLL TYPE 672 SF INSULATION: R-19K.(6") 672 SF FLR JOISTS. 2 x 6, 16" O.C., TRANSVERSE 672 SF SUBFLOOR: SINGLE LAYER 3/4" T&G PLYWOOD 48 SF FLR FINISH: 1/8" VINYL TILE, STANDARD 672 SF FLR FINISH: 20 OZ LEVEL LOOP CARPET(6 COLORS ONLY) 12W EXTERIOR WALLS 136-LF WALL STUDS: 2 x 4 x 810", 16" O.C. 136 LF TOP PLATE: DOUBLE 2 x 4 BOTTOM PLATE: SINGLE 2 x 4 136-LF COVERING:11/2" HAMPTON GREY VINYL GYPSUM 8' 1,088 SF INSULATION: R-13K (3-1/2") 136 LF SHEATHING: 1/8" THERMOPLY STRUCTURAL SHEATHING BOARD 8' 136 LF EXT SIDING: .019 ALUMINUM VERTICAL SHEETS 8' 136 LFTXTR TRIM: .019 ALUMINUM INTERIOR WALLS 43 LF WALL STUDS: 2 x 4 x B'0% 16" O.C. 43 LF TOP PLATE: DOUBLE 2x BOTTOM PLATE: SINGLE 2x 86 LF COVERING: 1/2" HAMPTON GREY VINYL GYPSUM 8' ROOF SECTION 56 LF 12'TRUSS: RAISED HEEL BOW, 40* LL, 16" O/C 672 SF CEILING: 1/2" PREFINISHED GYPSUM 672 Sf INSULATION: R-30K (10") (SGL LAYER R-11K AND R-19U) 672 SF SHEATHING: 7/16" OSB 672 SF ROOFING: 30 GA GALVANIZED STEEL 1 EA ATTIC VENT: POWER VENTILATOR 2 EA ATTIC VENT: 8" x 8" GABLE END TYPE EXTERIOR DOORS I bn,. . no:sI nnnz bZ. apW 'and NHWSlOJS WHI11Im 2 EA 20 GAUGE COMMT STEEL, 3/0 x 6/8, W/STL-JAMB, WEATHERSTRIP 2 EA W/LEVER LOCKSET 2 EA W/HANDICAPPED THRESHOLD 2 EA W/ADA CLOSER 2 EA W/DRIP CAP 2 EA W/LITE, 10" x 10" SAFETY GLASS INTERIOR DOORS 1 EA 2/0 x 6/8,.PRE-FINISHED HOLLOW.CORE 3 EA 3/0 x 6/8, PRE-FINISHED HOLLOW CORE 1-EA W/LEVER PRIVACY LOCKSET, STANDARD GRADE 3 EA W/LEVER KEYED SET, STANDARD GRADE WINDOWS 7 EA 46" x 27" HORIZONTAL SLIDER W/SCREEN Lt,4Z 61 7 EA W/CLEAR GLASS r 7 fA W/MILL FRAME 7 EA STORM WINDOWS BY OTHERS AT SITE IF REQUIRED TAIMS 136 LF FLOOR BASE: MATCHING VINYL WRAPPED BATTEN 28 LF-FLOOR -BASE: 6" VINYL COVE BASE; BROWN @ BATHROOM 16 EA INSIDE CNR: MATCHING VINYL WRAPPED BATTEN 2 EA OUTSIDE CNR: VINYL WRAP FOLDING BATTEN 136 LF CEIL'G COVE: MATCHING VINYL WRAPPED BATTEN 4 EA DOOR JAMB: PREFINISHED VINYL WRAPPED TYPE 4 EA DOOR TRIM: CASING, PREFINISHED 7 EA-WINDOW JAMB:-VINYL COVERED-PANELING 7 EA WINDOW TRIM: STANDARD GARNISH ELECTRICAL 1 EA SERVICE: 120/240V, SINGLE PHASE, 60 HERTZ 1 EA LOAD CNTR: 150 AMP W/MAIN, SINGLE PHASE 1-EA-SERV ENTRY:-ELECTRICAL PVC-THROUGH FLOOR W/SEPARATE GROUND 1 EA RACEWAY; MINIMUM #14 NON-METALLIC SHEATHED COPPER (ROMEX) 9 EA LIGHT: 4',2 TUBE-SURFACE MOUNTED,DIFFUSED FLUORESCENT 1 EA LIGHT: 13" BATHROOM INCANDESCENT WALL MOUNTED 2 EA LIGHT: EXTERIOR, INCANDESCENT, 60 WATT RATED 16 EA RECEPTACLE: DUPLEX, 125V W/GROUND, 15 AMP 1 EA RECEPTACLE: -DUPLEX, 125V-W/GROUND, IS-AMP, GFI (PROTECTED) 1 EA RECEPTACLE: BELOW FLR, 125V/15A, GFI PROT'D 4 HEATTAPE (NIC) 6 EA - SWITCH: TOGGLE, 125V, 15 AMP 25 EA W/DRAFT SEALERS (MASSACHUSETTS ENERGY CODE) PLUMBING 2 EA SUPPLY PIPE: TYPE L COPPER, CONCEALED AS MUCH AS POSSIBLE I EA SUPPLY PIPE: MANIFOLDED TO ONE INLET 2 EA WASTE PIPE: NO-HUB CAST IRON 2 EA CONCEALED (AS MUCH AS POSSIBLE) WITHIN BLDG 1 EA MANIFOLD: SHIP LOOSE (INSTALLED BY OTHERS AT SITE) 1 EA WATER HEATER: POINT OF USE TYPE, ELECTRIC, #65 1 EA WATER CLOSET: HANDICAPPED TANK TYPE W/SEAT, 1.5 GALLON 1 EA LAVATORY: WALL HUNG, VIT CHINA, HDCP, W/SGL LEVER FAUCET l EA. W/MASS APPROVED METERED FAUCET 1 EA W/MASS APPROVED P-TRAP 1 EA ACCESSORIES: TOILET PAPER HOLDER, SINGLE ROLL 1 EA ACCESSORIES: MIRROR, 18" x 36", NO FRAMEHH 2 EA ACCESSORIES: GRAB BAR, 42", BRUSHED STEEL - 2 qn",4 m:si gnn(7 nl i2w 22S6-T2Z-T0V:xed 'GAd NUWS103S WdIIIIM HVAC 1 EA CENTRL HVAC: 3 TON COOLING W/15 KW HEAT, 1 PHASE 50 Lf SUPPLY DUCT: CEILING, 16 x 8 O.D., FIBERGLASS 2 EA DIFFUSERS: 8 x 8 CEILING TYPE W/ADJUSTABLE DAMPER 2 EA DIFFUSERS: 12 x 12 CEILING TYPE W/ADJUSTABLE DAMPER 1 EA RETURN AIR AT UNIT 2 EA DOOR GRILLS FOR RETURN AIR i EA THERMOSTAT: NEAT/COOL, A/C 1 EA EXHAUST FAN: 100 CFM,CEILING MOUNT FURNISHINGS 1 EA FURNITURE: N 0 N E 3 Lf SHELVING: VINYL COVERED WIRE, 12" DEEP an .t Tn:cT ann7 nT Jew NHWS.LfflS WHII1IM rr i _j I 4.eCJ L /G-- 56'-0" l/�l• 33 a / f� / no CLOSET I• � P /0000, Specifications Size Eledric Heating and Cooling } • 60'Long(including hitch) • Fluorescent ceiling lights • Central HVAC or thru-wall AC • 56'Box size • Breaker panel Fiderior Finish/Franre • 12'Wide Wtndow Oors • Aluminum siding • 8'Ceiling height • Horizontal slider windows • I-Beam frame Interior Finish • Two vision panel doors with standard locks • Standard drip rail.gutters • Paneledwalls • Vinyl tile floors /` ' v , • Gypsum ceiling L _ �.- • Private office(s) • Wide open shells available J� �1 �'��?� Jj m • Additional floor plans available. Floor plans and specifications may vary from those shown,and are subject to in � Ol leant n�„��vi q\ hP ra 508-240-3600 ® �, H .• FAX 508-240-3646 ®TOYOTA 6 West Rd.Orleans, MA 02653 s c o T s M A N Mobile Office 60x12 -km`M Carter jr.-Mobile Offices•Storage Product" And More H •508-775-1230 t G;,:;W( ?;#G€'14 ®T 1-800-696-2855 1020 lyanough Road(Rt. 132) FAX 508-790-7098 Hyannis,MA 02601 o� J�0'�aV , .ui= BARNS",'r�OLE Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 MAR11639.. ,•� 2008 JUL 15 AM 10 5 I QED MA'S A Growth Management Department Patricia Daley,Interim Director 367 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 www.tpwn'bfa"Gle.r�a�w� �= July 10, 2008 Hyannis Toyota Jack Carter, Jr., Trustee VIA FAX: 1-508-790-7098 1020 Iyannough Road Hyannis, MA 02601 Reference: Site Plan Review#022-08 -Hyannis Toyota 102 I 1-040 Iya uonn gh Road,Hyanr�is;_MA� Map 294, Parcels 002, 003 & 066 Proposal: Utilize internal driveways between Hyannis Toyota properties: 1020 Iyannough Road and 1040 Iyannough Road to reduce the number of turns and trips onto Route 132. Dear Mr. Carter: Please be advised that subsequent to the formal site plan review meeting on May 22, 2008, the above-referenced proposal was approved subject to the following: • Approval is based on plans entitled, "Site Plan of#1020 & 1040 Iyannough Road, Hyannis, MA"prepared for Hyannis Toyota by Down Cape Engineering, Inc. Yarmouthport, MA dated May 19, 2008 and revised May 21, 2008 per SPR Comments. ` • Applicant must obtain all other applicable permits, licenses and approvals required. A copy of the approved plan will be kept on file. Sincerely, c� Ellen M. Swiniarski, SPR Coordinator, CC: SPR File To-Perry,BuitdingCommissioner-~--�-.,� ,4 1 . ,'i ' ( V En eering Dept. 3rd floor Ma Parcel - ermit# g 5-6, House# ]/� ,��) Date Issue e Board;of Health(3rd floor)(8:15 -9:30/1:00-4:30) Fee Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) Z l� APPLICANT i-T BTAIN a n e st / oI. d CONNEC T A SEWER or c g p. ENGINE FROM THE De 'nit a la A p v P r PRIOR TO e,,nnsr�a�.e. : �L TOWN OF BARNSTABLE '°" `�� D q� 6 b(L � Building-Permit Application Project et Address -//Village S `Owner / / 3 Address O S Q Telephone Permit Request vLiLIUo0 First Floor . �52 to®6 square feet Second Floor square feet Construction Type / n Estimated Project Cost $ --�' U. Zoning,District Iq 7� Flood Plain /`T Water Protection Lot Size 0, �o� ��P S Grandfathered.>(Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure ! Historic House ❑Yes �q No On Old King's Highway ❑Yes ' No Basement Type: ❑Full ❑Crawl ❑Walkout Other Basement Finished Area(sq.ft.) j') �A Basement Unfinished Area(sq.ft) /) A7 Number of Baths: Full: Existing h 1A New R Half: Existing L New O No.of Bedrooms: Existing New Total Room Count(not including baths): Existing n New n First Floor Room Count Heat Type and Fuel:AGas ❑Oil ❑Electric ❑Other Central Air oYes ❑No Fireplaces: Existing n New Existing wood/coal stove ❑Yes XNo Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# �Z / —®� / Recorded❑ Commercial AYes ❑No If yes, site plan review# - Current Use n / /ems,.S}-J �p Proposed Use / Builder Information IC Name Telephone Number Address h) License# (j Home Improvement Contractor# - - Worker's Compensation# - (�7 'cl-11 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULT G FROM THIS PROJECT WILL BE TAKEN TO era / .Sv. SIGNATURa� DATE 01 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) Uf �l! r - FOR OFFICIAL USE ONLY ' PERMIT NO. t _ `,, - •• DATE ISSUED+ -_ ^ ° _ .. , {. _ - � • - , t MAP/PARCEL N0. ADDRESS P. ` s� VILLAGE OWNER DATE OF INSPECTION: `-r FOUNDATION 1 t 01 r FRAME I r / o��0 9 g r_ /. •`' t `t INSULATION ° FIREPLACE ELECTRICAL:' ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: SIGH FINAL' FINAL•BUILDIN'Gr DATE CLOSED OUTS -. ASSOCIATION PLAI10. 1 ..SUP-MISS1'Ji. ... OUIR,�:� for SIGN DES71-11 REV'EV; The Architectural Review Committee (ARC) requests that each ,business wishing to -erect a s gn, submi t for re vie* G r} graph, scale drawings of the sign and . bracket, and a Toy.. o,i Barnstable Sign_ Application. Sian Aoplicatior.s may be ob- tained from the Building Com.missioner' s office•, •4th `ioor•, New Town .Hall. A business may, at its option, sub+TitLr_ advi tional; information which may assist the ARC in reviewing the sign design. A representative of the business naK ing applica- tion is required to attend the ARC meeting at which its _ sign will bekdiscussed_ Less than the minimum submission require- ments will delay action until they have been met. 1 PHOTOGRAPH A photograph showing the existing facade, on which has 1 been indicated the proposed sign location. The photo- graph is to include a portion of adjoinina stores or buildings. For a proposed building or new facade, ,';an architect' s elevation; gray be submitted in lieu of a photograph. f� '2. SCALE DRAWING OF THE PROPOSED SIGN A scale. drawing indicating 1) the type of proposed sign (wall; hanging, free standing) ; 2 ) dimensions of the proposed sign and any designs, logos , or let- tering; -3) colors ; the drawing may be black and white, but color chips must -be -attached for colors other than ; black, pure white, or gold leaf; 4 ) materials; what the proposed sign and letters are to be constructed I of; and, 5 ) a cross-section with dimensions showing edge detail. Minimum scale, 1" = 1_". Minimum shut I size, 8� x 11" . Two sets. a 3. SCALE DRAWING OF THE BRACKET - A scale drawing' indicating dimensions, color, material, and method of affixing it to the sign and to the 5uild- ing, minimum scale, 1" = 11 , minimum sheet- size, 8'1� x 11" _ Two sets . 4. TOWN OF BARNSTABLE SIGN APPLICATION A completed Sign Application, inclu_einc scaled ai_=aram showinc location of Sian on buildigc or location c= free-standing sign. Show dimensions. r _ May !l 6, l y63 ARCHITECTURAL REVIEW SIGN APPLICATION DATE A / TELEPHONE NUMBER(S) �f--�� ADDRESS OF PROPOSED PROJECT Q OWNER MAILING ADDRESS /Q SIGN REVIEW/NAME OF BUSINESS AGENT OR CONTRACTOR AND ADDRESS DESCRIPTION OF PROPOSED WORK(Use' back of form if more space is needed),; , Please indicate—dimen sY ions, colors, lighting, site location, and if a 'sign methods of application. �---- �'�- • N1 a I G fl1'IN G � oyo-r � 7`C31 � �A 4 0 C Ds -d- o COLat ey 15Ti'N6, E �'SED-UL t fi' 77 a! o FOR OFFICE USE ONLY PLEASE -DO NOT-WRITE'BELOW-THIS "LINE/CHECK-EACH ITEM o Sketch Attached Photographs Dimensions on Sketch Distance from ground . . . - . . . Illumination Method of attaching Colors Number of signs Maximum of. two al lowable Application Received on i Action Taken - Da to of fleari ng ' Building Inspector Notified 1 � t � � � � u r ss 1 a p PL It> r � � DIV- n TIz- ��-�_ CT ��'�;J � ��. ..I................ '� �� o fl2512226102 'OLAR01009 t - TITITFI ,r t I 1 0251.2.?2 G1.©2 .. POLAROW6 f3 pq u-&4 A,LReA0 PY t sr i�v�- T,0.Y.0,T,,A� uFtlAYltl -_ �useo a €125122261.02 F'OL U, - - 7. t _ + _ IWP I , 02512 26102 P0Lt,l;'OIU*:� 1 1 -r KE -,"F ug CE-W T EP vou"�� ! T� 0 REIIABIE USED CARS rororw' ' TOYOTA k circw% . IVT w[� � 612-�IPM- j 02512226102 . c T POLANIUIL;- �K r TOYOTA TRUCK , `CENTER' T:0 Y 01 4 R: 02512226102 POL Ali Util-s`T TOWN OF BARNSTABLE • ydahi `O� f � �� 0 Y►Y SIGN APPLICATION �17 Owner's Name Address Location Name of Builder C A _ Type of Construction Free Standing or Attached Zoning District Fire District 1 hereby agree to conform to all Rules and Regulations of the Town of Barnstable regarding the above construction. All permits subject to approval of the inspector of Wires. Name Diagram of Lot and Sign with Dimensions to be placed on revere side. TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY --'` ( PARCEL ID 294 003• GEOBASE ID 20560 ( ADDRESS 1020 IYANNOUGH ROAD/ROUTE PHONE HYANNIS ZIP LOT PAR D BLOCK LOT SIZE � DHA DEVELOPMENT DISTRICT HY PERMIT 30594 DESCRIPTION HYANNIS TOYOTA/EXPANDING SERV.DEPT. PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 Ox 'CONSTRUCTION COSTS $.00 , 756 CERTIFICATE OF OCCUPANCY $ti ibS& ----- - - - --- -- ----- - ---- - ---- - _BUILD(,QDIV SION- _ B .. ' DATE ISSUED 04/29/1998 EXPIRATION DATE `" 1� TOWN JF 1'BARNI TABL , - ? BUILDINGPERMI`I' _ PARCEL ID 294 003 GECBAt�YE ID 2Ob6O ADDRESS 1020 1"YANNOUG11 ROAD/ROUTE I}HQNE LEYANN'I a %ZT P - LOT PIER D LOT' S 1 Z,E. DBA j; DEVF+,I,iJPNFE17' IrS'T':[2LC' HY PERMIT 25004 DESCRIPTION R.XPANbING SERV_:ORP'L (5600 SQ.FT. ) PERMIT TYPE SADDI TITLE; lH(:3ILDING PERMIT ALIE)I:TIbN GONTRtat;TURS: BAY C I:kONY CJN.ST'RUCT`ION Department:of Health,.Safety ARCHITECTS' and Environmental Services TOTAL FEES: $1, 195 60 BOND p $:.OQ CONSTRUCTION COSTS $196,,;000.00'. ti .437 hl()NFZES_,/NONHSKF AD13/CONV !. PRIVATE P TV? � iARN3TABLE, MASS. OWNER CARTER, JA61i 'G JR .TR & t639. ADDREtES HARMON WILL.AM- M TR .1020 I Y.ANOUGH ROAD BUILDI,N�G IVISLO•N <4 HYANNT'S MA BY DATE I SSUED 08/1.3/1997 EXPIRATION ION DATE�r/ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY 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. i MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. 11111111 !��!l 11 111 j . 1:14:0 OEM BUILDING INSPECTION APPROVALS DPLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 ��!�I j•a�<j- -S'l t""^l�•d �� ' IC y��A� �,I,AA/i�� 1 fb.� �®� /��'1 AlfG 2 APPROVED 3 TOWN OF BA R NATiNG iN EC N APPROVALS ❑ GAS C W1'r ~; � APPR0VEDya9-98' -OLU�MBING�, ❑ � z9. OF BARNSTABLE / >/� c C'WIRING ( 'AN REVIE.1Al, PPROVAL M B I N G ❑ B U I L D 7r WORK SHALL NOT PROCEED U IL PERMIT WILL.BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARI US STAGES OF CONSTRUC- MONTHS OF DATE-THE PERMIT IS ISSUED AS . TELEPHONE OR-WRFTTEN NOTIFICA- NOTED ABOVE. --�"� TI0N. _ w {F ING 17 `AT Ca -71 �f. �A Rf� 4r 0 a t 3 V - � William G. Kelly Superintendent ADVANTAGE Construction,Inc. Main 7B1.a4e.B7B7 Two Adams Place Direct 61 7.237.1 84B + Suite 100 Cell 774.26B.1 21 3 Quincy, MA 021 69 I-;,-Fax 61 7.237.41 4e www.advantageconstructioninc.com bkelly@condyne.com Construction, CON'TRACTOR'FINAL AOFIDAVIfi July 22,2011 P, PROJECT: PROJECT NUMBER:-279000 Hyannis Toyota CONTRACT FOR: General Construction ,,1020 Iyanough Road CONTRACT DATE: 01-31-11 Hyannis,MA.02601. OWNER: GENERAL CONTRACTOR; l Jabil.Realty T ust Advantage Construction 1020 Iyanough'Road Two Adams Place,Suite 100 t *Hyannis,MA 0260.1 Quincy,Na,Q2169 t The Work performed under this Contract has 'been reviewed'and found, to the Design 1 Builder's best knowledge,, information and, belief, to be substantially complete: Substantial Completion is the stage in the. progress-of the. Work,when the Work or designated portion is sufficiently complete in accordance with the Contract Documents so that.the Owner can occupy or Utilize the Work for-its intended use. The date of Substantial,Completion of the Project or portion , } designated above is the Adaae, of issuance established by this Certificate, which is also the date of commencement of applicable warranties required by the Contract Document,except as stated below: WARRANTY:One:Calendar Year from'Date of.Commencemen t a i :Ie BY: ohn C.Kelly resident. dvantage Construction,Inc., t r Two Adams Place Suite 100 Quincy.,MA 02169 s a� Q I E Sk 1 4 y-.. - - - Y . _ '1 If SUMMARIZED REQUIREMENTS FOR HIGH &LOW GROUTING OF SINGLE mittg�sin&9ur6gume,P.C. . CONCRETE MASONRY:. - GENERAL NOTES AND FOUNDATIONS: - - WIDTH CONCRETE MASONRY WALLS . . . . - . LOADS: Massachusetts State Building Code 780 CMR-Eighth Edition P�e i. All masonry work shall comply with the latest requirements of the 1. All work shall conform with the Iatest,State Building' - - 1. Floor Live Loads: llldf.isaatlaw4l,,hfA0144s .I A. LOW- UFT: - "Bulldln Code Requirements for Masonry Structures" (AG 530/ASCE 5) Slab on grade live load: 250 PSF TEL(mej a3o-scso FAX(seal a3aseoo Code requirements. I 9 Suspended slabs live load: 125 PSF. 2. Foundatton drawings shall.be coordinated with the architectural, - and Specifications for Masonry Structures"(AG 530.1/ASCE 6) published by 2. Roof live load: - mechanical, steel, lumbin and site drawings. 1. Build wall to scaffold height or bond- beam height but not more fhan the Americpn Concrete Institute, and with the applicable State Building Code. _ i P 9,' 9 5,-O. _ . . 3. Any misfits or dtecrepancles shall be brought to the attention of the 2. All mosonry,design is based upon the use of running bond for all walls. 3. Ground snow load: _ a 1 on�nehwaereaeerwm Engineer or Architect for resolution before proceeding with the affected - 2. Install reinforcing steel in required cores&secure in place ekeep Ground Snow Load P 35 PSF .. wva a a ramavr nm property er g p g Stack bend may not be substitutes without prior redesign of the walls by the Flat Roof Snow Load gP 30 PSF ` .a i_"I'nil gym. part of the work. mortar droppings out of grouted cores er far ore practicable). engineer of record. ( I Prof 4. Design bearing pressure is 2 tons 4000lbs. per square foot. It '3. Vertical cells to be grouted must have vertical alignment to maintain 4. Wind Loads: aotW d.rn.RTlrea-m.ngehdr g g p ( )P q 3. Required net area compressive strength of the masonry assemblage, eat be u.ed�o,w..mellxx continuous unobstructed cell size of 3" x 3'minimum. Cross webs fore- fin 1,500 F• '" - - A. Basic wind s seal three-second. ust m h 120 MPH' Q,�eetw rer toth^I�J^rt: is the responsibllty of the General Contractor to ensure that all 's.l. P ( 9 ) P uxryaletai a ofe I J Dg foundations bear on sob capable of sustaining this pressure. Ing such cells shall be full-bedded in mortar to prevent grout leaks. 4, All concrete masonryunits shall be moisture-controlled, load bearin units, B. Wind Importance factor(Iw) 1.0 P g P . 4. Pour rout in cells containing vertical reinforcement bars stopping „ " 5. Contractor shall shore,brace or otherwise support the structure as required 9 g FF g normal-weight, of hllow configuration and conforming to ASTM C90 - . Building Category II • ,°�', 1e In order to maintain structural Integrityuntil the structure is completed. pour 1 1/2il below top de block to form key with next lift. meet seee� p 5. Tops of unfilled cells under bond beams shall be covered with metal 5. Units shallbe tested in accordance with ASTM C740 to verify a minimun C. Wind exposure B 6. Unsuitable soil shall be removed and footings stepped or backfilled P not area compressive strength for the unite of 1,900 p.e.i. � .. - _ with mass concrete or approved 95%compacted ravel fill to a son lath to confine grout to beam and filled cells. 5. Earthquake design data: - pp p 9 6. Mortar shall;'be Type S complying with ASTM C270 with a minimum . capable of sustainln the design pressure. I 8. Extend reinforcement a minimum of 40 bar diameters(or as noted on - A. Seismic importance factor le 1.0 , p g g p compressive',strength of 1,800 ps.i. P ( ) %drawings) above grouted level. (i.e.min. 40 did. splice at each lift). - 7. Bottom of footing elevations (B.O.F.)are typicol�shown on pion. „7, Repeat above operation to next bond beam or 5'-0 lift height. 7• Grout for reinforced cells and bond beams shall comply with ASTM C476 -1 _ Exterior footings shall be founded at least 4-O below finished and have arminimum compressive strength of 1,900 p.s.i. I ' . -B..Mapped spectral response acceleration SSs t -0.054 - - .8. Horizontal steel in bond beams, etc. shall be"fully embedded in one exterior grade. - uninterrupted pour and spliced 40 diameters. 8• Vertical reinforcement shall be deformed bars complying with ASTM A615 _ S. No footings,shall be placed in waterlogged or frozen soil. - Grade 60,completely embedded in grout and lotted at centerline of wall: : C. Site Class ° D _ :: . 9. Foundation wall construction joints shall be keyed and - B. HIGH - UFT: I - -Splice oil bars 48 diameters (Typ. unless otherwise noted.) . . D. Spectral response coefficients SDs= 0:213 . . shall align with masonry contraction joints. - 9. Extend vertical reinforcement Into or through bond beams except at : . d.SDI 0.086 STRUCTURAL STEEL, � 1. Cleanout openings shall be provided at the bottom of all cells to be papapets where reinforcement shall be extended to top of parapet.. - E. Seismic design category' B ,� filled. Openings.shall A at least 3' x 4". . � "10. Dowels of a!size and�spacing to match vertical reinforcement shall be cast - F. Basic Seismic Force Resisting System . "Dual�S �tem Braced and Moment Frames 1. All steel shell conform to theA.LS.C. Specifications for Design, - (Refer to Aq 530.1/ASCE 6, Section 3.2)) - g . ( - ) Fabrication and Erection of Structural Steel for Buildings. Members.. 2, Vertical cells to be routed must have vertfcaloltgnment to maintain Into foundoaon walls(except at door openings). Dowels shall embeded g I and project above the top of the wall a minimum of 36 diameters. G. Design base shear :52 kips 50 steel unless otherwise noted. . . H.. H. Seismic Response Coefficient R 1 3.0 572 Gr ( )are sized for ell A continuous unobstructed cell size of 3"x 3'min. Cross webs forming sP .. .. 9 pp d bon beams be routed cont 2 All shop and field welds shall conform to the A.W.S. Code for buildings, such cells shall be full-bedded to mortar to prevent grout leakage11:All ratnforcrng-in hollow calla an d b g Y DI 1 using grout as specified above or concrete having a minimun compressive I. The Analysis Procedure Utilized Equivalent Lateral Force Procedure .I (keep mortar droppings out of grouted cores as far as practicable). strength,frn=2,500 s.i. at 28'des and minimum aggregate size of 3 8 3. Connection bolts shall be 3/4" dia. high strength, ASTM A-325. 9 P ri /"' - - . . _ _ . The torquing of these bolts is not required In bearing connections .3: Clean out mortar droppings and other debris from cells to be grouted g 9complying . - q 9 9 9 - with a jet stream of water or as required to dean the space. Seal 12 Lon Itudina?reinforcing shall be 9 wire continuous ladder type _ with A57;r.432 located in every second course and spliced and overlapped 4. Minimum weld size shall be 3/16'unless otherwise shown. cleanouts after inspection and before grouting. Brace to prevent dis- at comereper manufacturer's details. Dlseontinue.of control joints. - I . : .. 5. All steel shall receive one chap coat of approved primer.. placement If necessary. - 6. No armament connections shall be made up until the structure has been ' :4. Hold vertical reinforcement in place at top and bottom of wall and at 13. All opening exceeding 2'-0" In either direction, shall have 2 bare matching properly aligned. Provide temporary bracing as required. � Intervals between not exceeding 192 bar diameters. the wall reinforcing(y5 Min.) additional on all aides of the opening extending - verticall k.bc•ve and below the opening to the first framed floors. l 7. Minimum bearing for lintel beams an masonry shall be 8"generally. Angle' 5. Using grout pump,place grout in cells containing reinforcement in Y rawin s. 1 fry lintels shall have 8 minimum bearing. .. .. maximum lifts of 5-0 m height with 30-60 minute delay between -14. Coodinoto ^g wall openings and control joints with Architectural D g . _ f��-! - 8. Refer to structural drawings for schedule of lintel sizes for various .successive 5'-O"lifts. 15. The masc:,ry contractor is responsible for providing adequate temporary . - - 1. _ L'� _:I wall openings. 8. Each grout lift shall be rodded or vibrated before plasticity is lost. - bracing for ail walls until they are permanently supported by the floor(if _,� T 9. All anchor bolts shall be set with templates prior to placing concretes .7. If grouting is stopped for more than one hour, horizontal joints shall applicable)and roof construction. _ - Protect threads of anchor bolts from concrete spatter during placement, be formed by stopping the pour 1 1/2 below top of uppermost unit 16. Low-lift ky high-lift grouting Is permitted. (Se cletafled summary for each on � _ - _F � remove templates and nuts 24 hours after concrete placement and clean, . - grouted. - - this sheer)-If.high-lift.grout is selected, Inspection of all ceanout openings _ I `a grease and wrap exposed threads. - ` S. Horizontal steel to bond beams, etc. shall be fully embedded in one at batter. cf each lift by approved inspection agency prior to grouting of cells . 10. Structural steel tubes shall be ASTM A500. grade..B uninterrupted pour. Tops of unfilled cells under bond beams shall be is mandglo,y. - ,. _ ' . covered with metal lath to confine grout to beam and filled cells. 11. Anchor bolts shall be ASTM A307 or A36 threaded rod unless otherwise noted CONCRETE M:,SUNRY INSPECTION: - - I I 12. Anchor bolts shall be Installed In accordance with Section 7.5 of the AISC Code 9. Splice vertical reinforcement a minimum of 40 bar diameter(a as noted. - _ ¢ 1 - of Standard Practice for Steel Buildinge and Bridges.. on the drawings)where required. A testing agency approved by the structural engineer of record, shall be retained _ _. � -STEEL JOISTS: I CONCRETE SLABS ON.GRADE,,,, and paid by the owner. The design"of reinforced masonry construction Is based . . m 1. All steel joists and girders are to be fabricated and installed in .- a upon alo•-:hle stresses assuming qualified masonry inspection will take place on a : ` _ _ _ .. P 9 I. All work shalt comply with the latest'Guide for Concrete Floor and Stab Conatruetion' accordance with the latest Steel Joist Institute's Specifications. AG 302,1 Py _ continuous t;sis whenever masonry is being placed. A copy of each inspectors .. - .. - dall re a.i and test results shall be sent promptly to the structural engineer, I ..I 2 m 2. Paint all steel joists with one shop coat of approved primer. - 2 Minimum concrete strength shall be 3,500 PSI at 28 days. - Y P D P Y 9 . 11 1. 3..Provide horizontal or diagonal bridging In accordance with the . � I Recommend Larger aggregate 1 1/2'stone blend. - by the in,,sr-:ctlon agency. r . S.J.I.Specification and the drawings. - 3. Location of construction joints are subject.to review and approval of the structural Inspectioq :.hall include, but not be limited to: - 1. - 4: No construction loads are to be imposed before-joists are properly engineer. A. EwL Non-of masonry strength shall be by the Unit Strength Method as ,. � - � � � I anchored and bridging is In place. , . - .. 4. Contraction joints shall be as Indicated and detailed on the drawingg.-Sowcute shall De - - . - i 5. Provide ceiling extensions as required. made within 24 hours of placement and shall be to a depth of 1/4 slab thickness, - des 7i:ed in the ACI530.1/ASCE 6 Specification. Sample and test concrete .. _ . 8. Install 2 angles-.1' x 1'x 1/4 from point of application of HVAC unit load I but not lase than 1.If contraction joints(CJ)locations are not shown on . -- ma_cnryyunits In accordance with ASTM C140 and verify that grout conforms . . � _ the pion,limit the maximum uncut area to opproxhnatdy 300 square feel. 1.I � : to nearest adjacent bottom chord panel point(typ. unless load to ?SlM C476 and has a minimum compressive strength of 2,000 ps.l. 6. The subcontractor shall coordinate this drawing with all foundation drawings for coincides with top chord panel point). proper placement of reinforcing steel,openings,pit angles,etc. detarnined In accordance with ASTM C7019. - . CONCRETE AND REINFORCEMENT _ 6. At least 72 hours before the first placement, the subcontractor shall notify the . . NOTE:if required strength Is not attained using the Unit Strength Method, . . . . . �.'. architect or engineer In order to schedule slob inspection.The inspector has the the roan Test Method may be used as described inACI530.1/ASCE6 Specs. I . - 1. All concrete work shall comply with the,.teat'Building Code Requirements for I authority to atop the work if the dab placement procedure is not being properly .. o Reinforced Concrete(A.C.I.318)and Spedfications for Structural Concrete for . . � adhered to. B. Inspeaton of field mixing procedures of mortar and grout and instollatfon1. Buildings(A.C.I.301)., - - �7. A minimum of 48 hours shall lapse between placement of adjacent sections. of each. - - 5 € ..I 2 Concrete in foundations shag.hare a minimum compressive strength(ec)of 3,000 p.aL at 28 days. 8. No additives other than those noted in the speciflcotions or approved by the _ C. Inspection of reinforcing steel for size and strength and placement within .. .. a S. Concrete dabs on grade shall have a min.compressive stength(fc)of 3,500 pal at 28 days engineer will be permitted. - -tails prior to, and during-placement of grout. ' _ 'Suspended dabs on metal decks shall have a min.compresdve stength(fc)of 4.000 pal at 2B days 9. Concrete must be discharged as dose to Mal placement location as possible. - - g is 3. NI concrete exposed to freezing temperatures during construction or In the finished work Rutting and marks caused by construction traffic must be filled,leveled and D. If high lift grouting Is used verify each cell In which a reinforcing bar la to _ 1. I shall have 5X(+cr-11n air entrainment and maximum 4'slump. compacted prior to placement of concrete. � -: be placed has a Cleanout opening (mina 3"x3") at the bottom of the cell.' % I - &: I 10: NI dabs 8"thick or more shall be vibrated while being placed. .. 4. Reinforcing.steel shall be deformed bars conforming to ASTM A615 grade 60,with Inspe•.t after.cleaning and ensure cleanouts are'dosed prior to..installation - • � •! deformations complying with ASTM A305.' IIee and attrrupe may ho grade 40. 11. Slab shall be vibrated or rodded at Isolation and construction Joints. _ " Iices and development lengths Id for r Ties and S shall be as follows,unless otherwise noted: 12' Screeds shall be wood or pipe No wet screeds will be allowed. -. of grout. - I - - � N 11 n I 5. Sp D 9 ( ) 13. If concrete starts to dry before final finishing Is completed,It may be I . E. InspL•; grouting procedure for conformance.with ACI 530:1 specification., . - - 1. A oe1.� I Concrete fc Bottom bars jr7 Bottom bars#6 Top bars g7 Top bare ye moistened using a flnefo9 spray nozzle. Do not apply water directly from hose. F. Inspe ct protection for cold and hot weather for conformance with AG - .. and higher and less and higher and less. 14. No foot traffic shall be permitted on slab for a period of 3 days after placement. - 15. No vehicles and/or equipment shall.be permitted on dab for a period of 7 days - _. 530.1 specification. d - I z 3,000 PSI 55 Dlas 44 Dias 72 Dios. 57 Dias. after placement. - G. .Inspect anchorage of masonry to other constructlon complies with contract - - - 3,500 P9 51 Dias. 41 Dlae - 66 Dias. 53 Dias. '16. A minimum of 6"of 95R compacted gravel fill shall be placed beneath all dabs - ! - 4,000 PSI 47 Ot.a 38 Dios. 61 Dias. 49 Dille. _ on grade unless otherwise noted. - docurants and that anchors are installedin accordance with manufacturers - ., O '{ 17. Slab surfaces shall be level to tolerances complying with the requirements of AG 117 instrucltons. � - - � - - _ tiff All reinforcement bom shall be securely wired to prevent displacement during concrete Finish shall be as specified by Architect or Owner. ,- I '` 11 placement. CONCRETE SLABS ON METAL DECK H. Ensure plant-Installed Insulation, if applicable,.Is removed from cells to be 0 .O 7. Minimum concrete cover to reinforement,shell De:. 1'. Minimum concrete strength shall be 3,000 psi at 28 days.' retnia2ed and grouted. 11 . - I. 11:11. I. +,. V a) Cost against eog..........3' 2. .Where Ilghtwelght concrete has been specified the lightweight concrete shall hove - .b).Formed Surfaces exposed to soil or weather..........2' - - P -' ROOF DECDECK: O 2" � I . ' a minimum nominal density of 115 pounds per cubic fooC and Is not to exceed a c) Slab surface exposed to weather....... _ - u�j O density of 120 pounds per cubic foot. 1. Roof deck shall be 22 o. Painted T e B 1 i 2'des cold-formed.. m :.d) Slab surface not,exposed to weathm.........1" ._ - _ 9 YP / P 3.. Maximum Suggested length and area of concrete dab placements shall be 120'-0'and deal:complying with.the latest Steel Deck Institute's Specification. - 2 & : The owner will retain the services of an Independent testing agency to perform Inspection P Yi^9 SP � _ _ .. 15,000 s ft.res active,. and testing cervices as outlined N AG 301."Specifications for Structural Concrete for Buildings .. q' respectively. 2. Weld roof deck to.each Joist or other supporting member with 5/8'.dla. 9 NI reinforcing shdl be continuous throw h construction anal control ints. - 2 9. Welded wire fabric shall conform to ASTM A185. Shasta shall De lapped 8'minimum 4' 9 9 1° - pud�!!e welds at a maximum spacing of 12 unless otherwise indicated on : m ,`5. A minimum of 72 hours shall dopes between adjacent concrete placements. the-stain ed roof framin plans. o and wired together. ante P 9 P e a o 10. NI necessary deevea and Inserts shall ba famished and Installed by the various lades 8. Slab aurfacea shall be level to tolerances complying with the requirements '3. For joists spaced greater than 6'-0' o.c., provide Teka10 or equal In cooperation with the contractor. . , , I - of Aq 117.Finish shall be as apedfied by Architect«Owner.- sidelop screws to limit the maximumdistance between fasteners to 3'-0". ., 11.: Concrete footings shall be centered about column centerlines unless noted otherwise 7. NI dabs shall be.cured using methods compatible with the Intended dab 1 4. All end laps of roof deck sheets shall occur at a Joist or other _ 12.:NI exposed foundation concrete walla shall be atone rubbed while green. _ surface treatment and In conformance to Section 1908.8 of 780 CMR-Sixth Edition. 'supporting member. - 13. ,Foundation wells shill have contraction joints or construction jolnte as detaned.Joints must & Protection far concrete Installed in cold or hot-weather conditions shall comply with-: 5. Install deck promptly and store off the ground with one end devoted _ 0 -. be aligned with masonry wall Joints and shall not be spaced mare than 15'-0 .o.c Sections 1908.9 and 1908.10 respectively. 14. Provide contraction joints In foundation wails on each side of dock leveler Pits. and.bundles protected from the elements., 15. NI piers shall have 4-86bars vertical with$3 ties at 12 o.e unless noted otherwise. 9,' 'Slob thickness shown on the plans shall be the minimum thidknesssat any point 6: Puddle welds on deck 22ga. or thicker, may be made- .- - z I Footing dowels shag match pier reinforcing. The contractor should consider allowing for additional concrete to insure slab Is without welding washers. � -. - ' Q - I 16. All leveling plates shall be accurately set on 3/4 of grout and anchor bolts . poured flat but note that this may require the slab not be cast dead level where shall be set using the leveling plates as a templates , . the supporting beams,trusses or joists hove a residual upward camber.. FLOOR DECK: 1 17. Bottom elevation of footings shill be adjusted if necessary to bear on firm . 10. Vertical construction joints shall be made at.midspan or at points of minimun shear. . .. . . . . : p undisturbed virgin material or engineered fill capable of supporting a minimum cog- - 11. .Welded wire reinforcement as indicated an drawings must be supported upon -1. Floor deck shall be 28go. galvanized 9/16"deep form deck'complying bearing pressure of 4.000 p.af. . _ , C11m 0 .:i :l& Backflll to walls shall be placed alternately an each vide N 12'maximum IIHs cr � . properly designed slab bolsters at 3'-6"on center each way to support the with the latest Steel Deck Institutes Specification.. (n o O y. _.1 , properly braced with temporary shores before backfilling is commenced ,. reinforcement at mid-depth of the slab. 2. Weld ail floor deck to each joist, beam, or other supporting member wRh,1/2' dia, _ o 19.' NI exposed comers of concrete shall have a 3/4'x3/4'chamfer unless noted otherwise ,.`. puddle.welds at 36" o.c. max. except at end laps or to deck plates ir ,-'I al 20. NI concrete shall be cured N conformance to:Section 190&8 of 700 CMR-SlxthEdition. _ on masonry or concrete walls where 15" o.c.max Is.required. '� .t o I 21. -Protection for concrete installed in cold or hot-weather conditions shall comply with Sections , � - 3. :All end laps of floor deck sheets shall occur at a supporting member. ."u 0.) . 1908.9 and 1908.10 respectively of 780CMR-Sixth Edition 4. Weld washers are to be used for all floor deck puddle wilds - K c: N i 1. R I L 11 Q � I . .. mm o F, . FO PERM T ON Y . ... . . . ... 0 a= o . . NOT .FOR CONSTRUCTION . - . .. . . „ . . . . . . . . 1. N r . . . . . .. _ - -' a III - . -. - I. .. .. ., ,«.�.,.,.. ...........___,..,d...., __w_.._.,__.1_ a l A ERMIT ONLY �trl<soR& s EN R P 1;>��,.R.,,� �4S 0 r I I; T. FOR CONSTRUCTION ... .. EL.(Sa8)4fe-SWOFAX(50f)4W.990aNEXISTING BUILDING }; I CENTER POINT OF SIGN LOCATION off` �m I - - et be a roL1Nn dell III "°r..°ea°mna� M.N."or i Doia -104 62'-8" i 70'-4" II 60'-4rr ,n 4' I I 2 2 2 3 9 bf F6. F2.F5 10 I� F2 F2 F2 F2 F2 10 B.O.F. F2 -- -; 8 F11 EL.=98'-Or, - II 2' 2 6,_1 B.O.F. F3' EL 95' 9' 6' 4" , 4" 26'-8" 8' 4" 4-0' I 1 ; F3 9 ---------IB.O_F. or 56.90'I---- --L or 54,65'f-- - --- --- - ---L--------------------�---- ----�-------' ---- ----- --- ---- -,Nq. __ ` C I I So. F3 I IEL.-94'-0' I V I I F7.5 or 52.90 r I-- - -- - - --- I B.O.F. -- - ----' - , I I I . �--� � I , .� ---' I I I F5 1 1 ,F6 1' , -------'E O 9 _ I I �--1 I ^iN �-, �--' 4 I B.O.F. F3 L- F5 F3 f .. I EL=95'-0 ! M Li I I F I I 9 I I n�' F�: EL.=95'- = B.0 9 5 or 53.90 .: Fz I i I -I "v z_a" I I t i'- " I - 1 n or 54.65' o EL. 95'-9"..I I- F2 8., zrs r 54 5 SawCutJoint a'_4" ° eD 4 2' 0' , I 2'-D. br 4.6$' ;Of Gf F2 _1- 1 F2 24'-1 '.' 9'-8" �------ ---------------------- I a JI 23 1 j T3 - - 55 18 B.7 _ 7, 1 r F2 F4 EL .,or 54.65' F2 5"c n rete slab On grade / x6 W2.9xW2.9 W.W:M: _ F2 }I Lj i SawCutJotnt f ff f I^ N Cf i 7 N 04 F2 C14 6 i f` -- ---- -- r---- -- i r i - I I ! SowCutJoint I IFS n F7 { n 8 I I F7 u7 I J I F7 I J F5 5 a B.O.F. �-- --IB.0 F. L--- ---- B.O.F. L_ 'B.O.F. B.O.F. L---- --_ B. .F. o I EL.=95'-9" EL 97'-8" EL.=97' 8" EL.=97' 8" EL.=97'-8" EL. 95'-9" 1 , or 54.65' or 6.56' or 56.5 ' or 56.5 ' or 56.56' or 54.65' ;to f2 u j F2 SawCufJoint .. - -+ -ai . : co : "k,,F Ll i0 i _ ; - a DO 0_ N N N I 'I .f SawCutJoint r°n N. F4.5 n no 0 2 F4.5 F4.5 I' o . _ 1 - F4.5 _ B.O.F. B.O.F. '. V F4.5 B.O.F. F B.O.F. B.O.F.' 3 F2 EL.=95'-9" EL.=95'-9.r EL.=95'-9" EL.=95'-9" EL.=95-9" F F3 I I < m. or 54.65' 4 or 54.65'. 4 65' 4 4 65 I M z or 54. 4 or. 54.65' or 5 B.0 _ F3 _, IG F3 F3 EL.= 5:-9 Q m..: __ --1 , .r ti ' L____--_-._ _ L____-____ -_J_ L_________ 5__J - I -=---- or 5 .6 ..,. 1 -------------- ----------- --- ------------�� ------------ 24'-0" Z- -'10'-10r, ., 10'-10» 1 _8r. --l_ ---------- -24;0;,- ---- j 0 +J cV F3 2r_O„ 2'-0'. -___ 2'-0 2'-0" iV 2'-0 CV �1.: ui b > > .. 4714 FOOTING SCHEDULE I 2r O., .N 2 F2 1 -I ( 1 Morit she, Depth Reinforcing I F2 v -�' ---- __ " - - 04 19 -2 6-6 26 -0" 1$=-4 1 r,. „ - - ' F4 4'-O.x4r_0" 1 :'4#5 bars'each way'bot. o o a F2 2 3 8 20 8 9' 4 16' 4 1 4 15' # . Y 1 -4 25 -8 - •- F4.5 4'-6"x4'-6" 15" ':5�S.,bara oath'way bat. � - _ - ':.rt 26 0 30' r•g „ " inn 0 F5^ 5'-0"x5'-0" 15" :56'bars each.way bat h t 20, 8r� 25 ::$,� 1 4„ 130' 8 \ ,. F ... .. _ 5.5 5'..6 x5'.6" 15" . 6 6 bars oat 'way bo 5 5 6 _ : 04 a I F2 F2 F2 - - 2 3.6 4.8 5.2 3 4 F6 6' 0"x6' 0" 16" 6#6 bars each way.,bat.m F7 T 0"xT 0" 20 .8#6 bars each way bat. F7 5 T 6"x25' 0' 24" 7//7 bars'24' 6"long ' DRAxtNc � Top & Bof. � • .: .. _ ... -: 6 titre'®12 o:a..T-0" $ `i 6r FOUNDATION PLAN '�. �^�;.� long Top & Bot . :. ..:' `. F11 11' 0'x6' 0" 24" 7#7 bars 90' 8 long.bat. F� ; 3�F6 bars,5' 6"long bat. , i , ' F a` } ieidcson&16urlttttsame,�@.a . - 2 1 2 �m 1 F2 F2 F2 1 ii a .ATnoi64s 42'-0- 2'-0- 9 -6- F2 713-(508)430-860D PAX(506)430-98M ' Slab'on rade 28-0„ 2'-0" 2'-0"t, 2 5 bars'cont..to ntsh Floor EI'.=f 00-0 �am ,,w�',am n:"e as w2-0 6'-11" ' 7'-7" 24'-0" 10'-T0" 6'-4' 10'-10" p5 bars to"o.c. oD —ter.= = . : _ 18'-8" 24'-0" •:. or 58.90.1 °"°n° y" N - tk — — — — TO of Wall ---- --- --------- - ,,. - . ) .t ba s ab on rode .r 1 I h ""'�i �ero�rn.e�pfe'nw 2 5 ---- Finish Floor Flnlsh Floor ei.,`rg EL.=100.00' ri Ei.=too-a - 2-14®24"o.a. ,�""F"waponto • ', amain -01 p RI'(d Insulation. South . EIevataon Drill and Pin new foundation-'wall to e: I Comp..Gravel IIIIILI .•. . by existing with #6 bars 24" long 12"o.0. o ^ 1 2 3 g +2-4 10 Set in non-shrink grout. Rtgtailnsulation F2F2 61 - o " I ". 44'- "+ .. Section 2 i -4 24-7 15-9 L - o = bars coot: bat. Entrance 2' To f Wall 1 4-4 N _ - 2 5.barn �_. � .----= ---- ---- ----------------------------- ---------- Finis .Floor. --- ---- --- _ - EL:= 00.00' EXISTING FOUNDATIONI Section 1------------ or58.90' -------------- ------ ------ --,----- ---- ------- ------------- East Elevatio n 2 5 bars con}. to a G .,,. _ -- •- .• - .; sot. of.Notch oo F� - .. , ¢5 bars 18"o.c. 2 , -... , 2 :..•. _, _ - .. Flnish Floor ' I, .F2 _ ., .. - .. -. -" ...., : :_ ., - .- 2 5 bars soot. EI.=100;o - 9 g F _ . _ N Y 2 4_ - _I slab on grade or58.90 rC'II 2 8 ' 5 F2 4 3.s - .. s Bars 40"0 c , F2 F2 3.. 3' 4" F2 F2 _ F2 � - FTntsh Floor ., e 1 �� " ¢ -EL=100-0 ¢' 25 bars coot. -0 8' 4" 26'_ 2'-2 -4 or 58so': 2' 0"y 6-11,., 36 S,c Y lj.,.. G 2 ' 6 4 61� 24-1 — 9 8 16 — — � ' -- ---- -- Comp.:G04 ravel --- ------ .. — _ Section 4 o III F2 Finish floor oton `>F` id Insul EL:=100 00 I -• or 58.90• c . - ... -o - I 5 bars cont. North . Elevation 2-0" Drill and Pin new foundation wall to y _ - - " :. - RE CL � RE - existing with #6 bars:24 long 12"o.c• t0 �. 3 2 3 i F2 _ " Set in non-shrink grout. C Bes - B /� OSS3 F2 F2 F2 F2 F2 /y BY oTNERs . Section � . 21 41'-1 :. ',«.': --.. , ., , .- .. ,. (4)#6Bars cant .. 73-8, ¢ To & Bottom .., - - OF PILASTER.' A. ------- 27'-2" N 70P _ h 9 " To of W611 �. o LL _ - 'Ei. 100' 0 ' ------------------ ----------------------------------- Finish Floor --- --- ----= - =-- s EXISTING.FOUNDATION EL.=100.00 _Each Face ... - ---- --- - --------`- --------- --=---'----` - -Or $8.90,- ' .'e Each Face- z �t N r " °N , M � d ' _ O G 0 9a&rs Bottom o.c. ,� West Elevation 6 . _., -. .. . #68ais ® 12"o.c. ' To & Bottom ' eeroao er ones. . - -_ r _ _ - . :. " ,- ,. ff4Bara 012 o.c. I . .. � , '. .,... �. ,• - - �' ... _ : 2 5 bars coot.to 5'-8" •O 1' 0" 1 0" :o 1 -10 1 -10 W12 Column +Y" Leveling, 6 bars'40"o.c.R r ¢ — (4)#6Bars cant. ;-: - 4 g, _ _ - _ .'CoL .. . Plate + N . .', {,. ': •,: '"•. To & Bottom 3'4 on Shrink'Grout „ - - _ bars fa o.c..g Coai exposed'surface�. Loc. :-- " -_- _,.,, M Circular or.or steel below slab � - ""' � .-:, - '� .- �: �' - �'' 4' slab:on mde` � �`.' '- 3'S bars cant:' . . ._. Top of Slab � - g � g, ,^-• - Diamond Isolation ' '� - - " EL=100'-0" w�°PProved asphalt 2'-0" based mastic or Joint • - - - Finish floor 1 " " Q`. .. Section 5. An • slab on. rode ' - " encase in concrete. EI.=100'-O" " Finish Floor bars 18"o.c O or #58ars:0 16 o.c. I ..J or 58.90' '' •��_..= E1.=100-0 Bot of Notch +' " .• - - S" step at elevator, 1 ,. .. .a Each Face -.: - Flnish Floor 2 - • SBors ® 12 o.c. door-opening only..- or 58.90'.- -'Ei.=2-0 .. EL=100-0" .. #5 bars 5 V1 :,�:. ••.�... Each Face I ¢° or 58.90' `;' . . ¢ .` .- '- I— — — - 1 - i�t - d=, .� }6Bars ® 12 o.c. ... _ .,. o 4 5, Horiz. _ Swellable...watersto :stri To & Bottom ;.. .. }.. ,.; - . I Cam . Gravel 1. 0, B" III � N P P �� _ I I I -Finish'Floor >1 ' .III m See foundation plan - _ - z P - c - -- .—�--e-- -M 0..8 - - ¢ U l _ n ,,... ` . ,`. #68ars ®.12o.c.. +' — '. .•' ,•. '••'.• for'bottom of'fo RI id Insulation __ L-0 0 co .a III footing 5 bars 12 O.C. 9 -�'l -- - E To & Bottom .- � � - .' •.. elevation.... • + `.. • - Column Footing 3 - ..Flnlsn Floor •• - •; - '.. Drill and�Pin new�.foiandation wall` . ..: • 9 Clear - 'nnl.t. -0 . - o l: - �. 2 5 bars cant, bot I -o I_ (see Schedule on F1) - to 'existing' with'.#6 bars 12 o.c... N 1' Q" ¢N 1 2#5 bars coot. v o :ii 3'-8" - or s ze an re n orcemen Inon-shrink — o m I Set' in grout.'. 5'-8" Section 7 • Sect 2 0 Section 6 - Section 9 g I •�, i F2 Section. 10 ir.a.: 00 oa , 00N2 a . :.: .. FOR '_PERMIT .ONLY NOT, FOR,�'CONSTRUCTION A ' A . .1. . I'E-,I:�.:,I�,! . 1�,2I.jL.1I 1, I.I�14 I� `x ..I��1I��..,:q.,,-i.I,�i.",�_..l.Z1�,.-- '/I.\.,EI,",#.-#..LI. . . ,-"I-- -I-./1A,,.1 " , . e I � '., Col. Col. #4 ties (3) in MiNh9an&93uriingame.VC Top:,of Notch . Top of'Notch Lac "" Loc Top of.Notchs°"� I,h EC.=102'-0" Coi. EL.=102'-0" Top of Wall -Top of Pilaster ca top 6„ EL.=102'-0" ol. N3 Nuwl� - ose4s+ then 12"o.c. Top of Wall Loc 6 8 bars tied EL:=102'-0" .'' 1,-4" EL.:=99-4 1'-4' Top of�Pilaster 4 6-bars tied oc. -s. TEL(SM 430.8600 FAX(SO$)43MB00 Col. 8#8 bars tied Top of Wall # EL.=102'-4" Lac to footing mat. EL.=102'-4" to footing mat: a Top of Pilaster 1 12" :Top of Waii 2''0" 12" 12" EL.=99 -4 to footing mat. . ELP=102W 41 __ma�.aa . . #4 ties (3) in r #4 ties (3) in'. EL:=99 -4 A EL.=102 -0 2" 12,• Top.of Wall Y'M Ii =" a e x top 6" then 12"o.c. Col. o top 6" then 12"o.c. ', 3„ EL.= 02'-0" op t6 s then i 12"o.a ol. `W�",;b '_" ^I Lac o Col. o CoL ao a ^ oo. ;r b d=� - - s Col. , _ Lac _ w CoI, : .rd"rc, mew w .I Loc Top of Pilaster 3" •• " • Loc . i� I . C - = Loc Wiz" Top of Pilaster. f. . ., . _ EL.=99'-4" „ „ `, '.° .',. °- `cy EL.=99'-4" :I N ^ w Top of Pilaster 3 'z 1 >t3z 33z N 6 8 ba"rs tied 3Yz" 8Y' 2" 6#8 bars tie( I # `� EL.=99'.4" . . to footing ;mat 1 8Y2 3Y2 1 4' to footing:mat: _ =4' " - . " . 2'-0„ #4 ties r(3) In ti - 1'-4' Detq'li' 2 #- � ) n top.6"then. t2"o.c. 2'-0" 6#8 bars etl Detail 6' ,.. F3 _to t6 s then i'12"o.c. to footing mat �.' F3 " P Detail' 1 - . i,- Detail : 4 II F3 ,. zI IL I. Detail 3 8 . F3. 5 � F3 t w. To of Notch ",. fing W - - Detail P " ol. 12 8" Drill and Piin°new fo ndation wall EL-102 0 To of Notch �t.- f l New wall atop existing New wall atop existing.: 1 8 ,, .-_ P_ to ezistin `with : 6-.bars .24" ion -6#8 bars`tied oo. Top of Wail To of Wall _ - _ " To of Wall P „ 1.- 12"o.c.. Set:in non-shrink'grout.9, to footing mat. . EL.-102 4 P ., I. - - #4 tes2(3)"in I EL•_102 -4 EL.=102-4 Top ofI Pilaster . - to 6" then 12"o.c: .#4 ties (3) In • Col. To of Notch .%", z P ` To of Pilaster. EL.=99-4" P Swellabte waterstop strip.:,Y . top'6"_ then. 12"o.c: eo ol. e P Loc 6 8 bars tied EL.=102'-0" N : Top of Wall. To of, Wall . oc, . „ n fL.-99 -4 „ # < N .i, , oL EL:=102'-4„ P h .ry ' ' 1 -4: 8 to footing mat. 4#6 bars tied oc EL.-102 -4 - i'u ;_I - M 10#8 bars tied to footin mat. = Top of Pilaster �.�I.:.-I-.�.I..I�..I.1.1,�,..,:',�:1..,�.I�...:,I.,I,_��.:I.-.;�I.I�I.II:�.��....,r I.II�1,,�%�III��I,_I.:-i..�..I:...�I.I-�,'..,�1-,,.I-:,.I-.-..1.�..I..I��".�..1.�-�.,�I,�.....I1,;..�.�1,I.:.:..,,1.I�.I�.-I1�,:-1..�,..-I.,'.,,.,1.:....,r.I I.I.I.I�II�I��,.I-�.:�I:..I�..I..,:..I:....II..1.I.,.%.�I;....:.!":....I�1 1 I_I.z��.,.,�I.�I..11:�..I�-...�,I,.....-II,..I�..�.."4.,�,%i.I,...4 l:�:_,I�..1.I,,,.�I�'-.,.1.,�1.1I,.�-I�..,:-:..,��I I.1I,�.1:.:I.I-:II��..I,:t:�:.��-,.I-I�,..:.I..�:-�.�-.,�.��,:��.1q��,�..I,.:_I..-I��,:.�-I.�r 1:.,I 1.I�I,I.�.,:I.,,I I.,N:,7 I,.r,.�..,I..�..,.:I..-.1:I�,�I,"I,.,I_.�':,.�,.��,:.-I.�,_��I�II�I'1.I.,I..�..:�1.I:.,��II.I."..I��.��,....I..1�..,.,.I:.....,I_:II,e I.�.�,II.",�1I.,�-.1.�.,:�.1..1 I,.I.�1-�.�.,1�o.I.I,:I-..1..I.�.1..-_,-.:..I�.�,:,.,�I..�.I.�....:.�1.I..�.��.�.I I I I,,I,-..II-�Ip,.I�I.�.:"...-.....,�.:,I.Il..1...I,.1.I:.%.1�.I:,,��..1 r�..��.�.'..I�.I..,.�I��....:...:,I:�:.-...I.I�-.I.,I.�I.......I.�..:.,I,1,I.�.�I,.I�,:I...,.�:�t.,......I.�II I,..��.I.I.I...,-,.....-I.-�.-II..[I:.I�.,-..:".1.I I 1I,..I.I�..I�:�..�I:�I1 r��....II,I�_..I.-.!...�:...,I I.I,..I.I11:�.1,..�,.._.,..�.�,�....��1;..._,.:,I..N,:I.,,�::,.-I"�,.-�I.�I.-.1I.�.�.e1.��.I:'I..11.��.�.-�.I�.I-�.�I��...I.r..:.,.-��1..I_.1,1_::.�I,,.1-.,�:..O,.-:I,.�-,1."I�1,..:I.��,.II,��.�1:.I.:1.�.-�.I..%1i,...I".I1��.,I�I:�.:II1..I,-._,.I...'�.�II�.1I.:..T�I.��,:�_I..."I..I."�I.1...,1-....,I.7_.:....I I..�..-II%�,-..,...:.�I��:.�.:�:.I.-1 r.,.,I:�...II::1I��1 1,.,...,�.,.�.,.�..t...1��I 1 I.1.I.,.�....,%:.�,..1..,..I��:�,I��1....�I�.F,.11�I'':�1,��.:��._.II'I�1..I,.�...I..:.I�:.,'I:.:II:,1.:.;1"��.�I�%,...�_,.,�,.�,..�r.O�.:-,�.:�-�:...I.1-..�I��II.I:,I....I�,.-,��_-,�...1..II.1.:.�..��.1 I�.�I."��..,.�:.��,-.1,2.,".:I.1 I.I�-,,.I�V_,.I,�..,;I:.:1 1..�1?-1.1.1,.�:�.,,�...I I.t 1 1I-.....'I,�.7.��,..��:'.,,-..1 1.�.,��,i...,..�:.:.1.�I.,..�'..I..II.:I��...1.-�..1::.I�.:..I-....I�.I..1�I,:L��.-�,I�:-...�:...z. :�.i�-��I6!II.G�:.._)",�. ,..,.�I I-,.I�.1l 5Yz Top of Pilaster - g N d ., Top of Notch , to footing mat. EL.=99-4. __--.. =: o0 0l: e - ,`• E `�EL.-102 =0' " _ -: Na 6L6 9bars led Et - ro ,. : oc. -_ ; ng $ 8" • I ao • to:footi mat. - i Section' 12 ,. 4 ,„ - 4 ties 3 m 4 ties 3 'm a 8„ „ To -of Pilaster Y 8 P Detail 11 F3 , - 0 6 1 o.c. to .6 .,then . r4 t then 2 12 o.c. Detail 7 f p P ,. EL.-99. 4. F3' 0. F3_ . of tes 3 _ : „ #4 ( ( ) (n Detail a ,, w, oc. _ . . to 6 then.12 o.c. � F3 �* . :. P 2 _. Detail' 10 - 3uz 8 To of Notch : - >, ., p M1 ,. , 1 -4 EL.=102-0 . .� , - . R ,. ,.. r . Detail s 2 . F3 _ o - -r . . • . _ - , -,. r. - - - . - - .1 h< s .. w. . . I . . ., :F t a. , - . - x;, - w 5 , , , - a x -; , . , .. • • i'.. .w • v :. I: n r r } . j T. « z . n , s " ... .. .. .. :. - - .. _ , ;,. _ , O T `- : -. r . - .. ...., .: ... .. , .. w .h '' , , .r - .. ...- - .. +.: - w_ <..1, Y m .. :., e. , .. r : e • ZZ .. - - ,. :, ? , n , ... .: .. - ..:'r e .. .. .. s, . ,,. . # •. r , . , ,' , , . . ,. . -. - -, . w ." . . . . , ` : z . . .. " i ..: : , . ,. . +.:, ,r �J . . .�.+.. - ., '; ,.:. . , ,. ,.. :.. ' , '. �: � ''o p +cal . t.. - .. „ : : .. -, .. .. .. Y y ... .. .. , .. ..i- - - .. , .. w. :. . ." . _. :' - , " , . a0C .. ,,. . FOR PERMIT ONLY _ . . r .' - .. . _.... _ - .f - ~ . -. ....: .. .. .4 . .. _ .y n {.. 4 -. a . - : .' { i c,. ,- " , .: , . . ::. - . ,. :..... r " _ ": . ,f ,. .I t w ' p. , .. '. i i _.:.- ._.. ..._ _ __- ..._.. .._- -- _. ..... _--- ,_--I _ ... i i EL.=xx'-xx" A.F.F.(See Arch. Dwgs) Bond Beam Col' 38fck86n&�tiH(nitatne,�.¢ To Lift EL.=xx'-xx" A.F.F.(See Arch. Dwgs) S.S Iia. Match she andCm Iy,g Bond Beam p °' hcAzon;olfbam.Her 0.n See Ian for reinforcing a o ti trim t.ae.x"PAX(SA 43(1- See plan for reinforcing , TEL(SOB)43 eon PAX(5n�430.98n0 Continuous vertical cell,shall cm NOTE: measure a minimum of 3"b 3". �p - - wd".. ae „t—.*of—A- — ae y . 'U'•ban t ends of Loc 'V 1 All CMU reinforcing shall ••H.rlsontcl Be. wa6e•match eiz.and sow oar or pM�� der° e.a,maaoe be laced at the canter ti full bed mortar cross webs Bowte to mach Hodz. Lop eulala.bon or " ap.,ing o}hertz.wall a nl I 3hrawng.han P (g Reinf.In she and -- < rolnforoln. plow ee d t .am w net be..aa b9 the aaer on other at cells to be routed. < provta.c r ban mane tnr t of the wall using spacers m g '°'^g• how., 1..of Hensontol Be. a•'or'°mb'n.t'B p a'u and grouted solid, p .au a t,a�ngb .. _ I, ' d.hertz bare ..r -oufal d grout solid at relnf. A" d mbu° m At discontinuous ends anal o,° Stop grout lift 1 1/2" below eina°°r°'�°• WF.Column ,+eesslaa o^Third Lift top of unit. Joint Detail at Columns - `Isolation' ® If rout lift is 8'. 0". or less lace At Intersections g p At corners m - .. .. w m in one lift, otherwise place in 4'-8" 75 c a .. - during Puddle or vibrate all rout ` g m a,•z' g Horizontal Reinforcingof Concrete Wails r I during placing. Fri w/flint .t e- H N m e..an.a t v .Vertical reinf. to be held in .. Wall c>m o position of top, bottom and a'-2" sic elflariniB y CMU LAP SCHEDULE x° mtdhet ht. Sid. t ♦etch sepal 9 1 bar E.F.to match Interior : e - BAR SIZE LAP LENGTH - aHz.wan relnt. tt (t•min.) _ - - Bend bare Into - Saw cuts holl be made within ' H 0• Be 4 24" Hods.watl rolnf. F B.where raq'd.. - : 24 hrs.alter Blab Is poured Clean out. remove face shell from Exlacr sla. .ar 5. 30" a Provide 1'z 1•v-Grove Reber seals she Gros TYP.. Slab Saw 'Cut-Joint ' ^ o s 36" M cells to be grouted. Seal prior to a, r regl.t.a Ezvee.d codinu. ,peolns w horh wan 3 t asQ v 1 grouting but after inspection. a.r f of wotl• mint.x Bg mo.la^g. J W J L 7 - 42" .',(Both Sidra) - ` t12 , n.Ralnf. TYP. Foundation Wall Contraction Joint X U a Note: - • a1 - S If..Len th •1.)space at 15'-O•center to canter(yp)but meet.ngn 2 5 bars coot. F .' '...a - with maeanry jo1Ms(It appnooble). s Irst Lift Provide horizontal (#9 Go.) ladder-type T• T Min• 2.)A construction jointmet be mbstxuted far a control 0 Joint.So.eon orlon joint detail. 'reinforcement ® 16"o.c.' Typical ,High-Lift Grout Detail Fig.Remf. s rote Lan III � Continuous Stepped. Wall Footing _ wear Z .vea ro At exterior walls fill this course .:' - • .' ...........� . •I solid vier to installing wall flashing. ' At Free End & Window Openings ❑ - ew er" or roL° Dias ra�.w _ ';r'., .'..' �►`: m .ap.nin9 10•C.M. z r pZ _ - Imp�.w ws6ID•away n•A ' Ee M'�"a. exAM tzm r� I�wi+ars tans. oni e w ra maaoAril dt ' 2 5 bars coot. _ 2 arch won relnforting extendln ,r� - J m a B I oboe oaa bwow m.op.ning ma �(Y Z .. - .the nail fromad noon _ . :N G.C. MASON NOTES: e.e ion : 1. This Detail is for "Low-Lift" Grouting Vert.reinr. proremed Gasket cawcaw h , , naorasretmm ' 2. The Maximum lift for "Low-Lift" - - or Equal .,ap ur rwa,race or wet �• - DETAIL A trw.av - grouting ❑ redo®gaup�mwsw " e,� °arc er :'nmm ee�H wna' i ,4 routin is 5'-0" ❑a ❑ 1 ❑ ❑ R 3. G.C. to coordinate rebor lengths with •�',".o,'°`a°a"a"ID,;n .. Bare to match 1 bar each else Ataarasrays uerAtam ar .. r•�rr '' -Masonry Contractor prior to submitting At corner al..of wall nl.f. of coat.-Joint to ware •^°^�+ oPe.0 sae eu�ao she drawings for mason reinforcin match won relnf.. .. - ,. P 9 masonry 9• .: : ewe.a• tworRl?rim °N rACe op vetinay -" Plan At CMU Wall Plan At Control Joint sroP"rt^^a' o Provide ftarizental-add ,r b•eie E . c $ Typical Low-Lift Grout Detail NMe• ar-np. .• .• � . n . reinforcing O 16'o.a. °' - .. • Hewarr pztt�e Mtrrpl .. . ... .. . _ _ � .' tab '. .. a. MASONRY BEAM LINTEL DETAIL SECTION Z Z H L19B4 YBID TO .. .. - , • v® t1.D`flneD twerta3 rase .. . Yef�al ee11111alIa •• ' YY]-WIeML6l0lBa pLAT@EKJI Z •• �^ ' eµtM eAar x' S a N _ saw•ou eaLm D z r e,nP PAEwr.��,arxru®x - ,MbIIARBt am Ao r' - :. .. p lepL°K VY fwM PACE In ° m Fill this course solid Bond Beam (BB) �a,,�913D0e9 0 wean AIb twre�RTId�IH� � m Fill this course solid Bond Beam (BB) : : `o for 1 6" bond beam. Fill solid .with grout:' „ ' ° a L for 16" bond beam. Fill' solid with grout." m ao SECTION Y-Y F +� o W AW M 24 i - bear r 'i in. „ bearing fo z: NO Min: 24 bearing for 8" bond beam. m T :fOR CONSTRUCTION For ts" BB 8 bond beam. 2=Bars sreai LudafAngi.� i .. For bearing tenqth :.See Aroh.Ors 2-Bars .:.. . 12'-0" Ma t 1 t- t a..west xhw .. See Schedule' NOTE. See Schedule ' r 8w B ' 2 additional bars:to match' - .wall reinforcing for.openings:• - 8' 0" ax 2 bars to match 2 match - ui O 2 bars to match wall reinforcing I bars #o ma _ _ .1 over bar all other Z wall reinforcing I I 2 bars to :match ' walblareinforcing.'' openings. % wall reinforcing. 2-#6`UN0 F=: to Top of Concrete Cn a I Top 'of Concrete N lo.ma V) o o l -- I a 2 bars each side robaofrconore9 a �•�.\ wall i� 2 bars each side M _ I: .I I of opening to _match N .Q M ' ' of opening to match iv See Foundation Plans 2 bars each side ��x o Sea' Foundation :Plans of openingo match : �' , , , , • .:n See ounation Plans aRAWING e2 • Window Opening in :CMU A Door Opening in CMU Wall with Bond Beam Opening'in CMU i wltn Steel Wall with Bond Beam eel Angle Lintel ` :' F , • _ I o � IIBItC..dttag P-YsR 66.&. 1 1.8 2 3 3.6 > t t 1 L..fa�.l.na,Hx,.n.n,AGozsas TEL(SOB)4WB600 PAX.:' S08)430.98 70'-4" - -- 60._4" _ - 0D yam, 1'-4• 87'-0• '38'-0• .. .m "V. .::� road N611 remdniAprepaer°j e! .. 1-4 /,-{• l j O roar ItkA a.m-d.Is 20'-8" 5'-0• 26'-0• I S.-0" 14'-0• 20•-8• .9'-4• 1 W-4- - wled a roR T°b b+aM1g almll . .. - o�r7 7e'ta•aadewm to fhe proJx0. .. Meo-b vtess exee4O�'i'Ib' 1 I I .. I I 5W'Via.AWl IT Long EXI#TING BUILDING TO REMAIN w/3°Hook Nut d Ylosher ors C - W10x39 -2 " _ - - - ' W10x3B- - 9 W10x39 - - W10x39�- -- 18x67 C -. ! . oi�`e 88�s• I I Po�eo t�s I o �h )5 I do �3 I�" =a'�3 I I � 8T i � aa a ` o = TYPICAL COLUMN BASE ABI f I a I I J t I I U. z .. A z� i " WIOx39D1h8hAB2 .OAP:89' °I 6" SLAB ON GRADE 1 1 I IA8U4 Diax ELEV = 100'-0" 24'Long ASTM A10(61) I W 3 Nuts 12 Washers ' xssexe,gl/! HSs8xexl { ih67 _wtoxas I �/ I I xssex6x�a . I IxSS8x8x1/4 I ry N2--(101) lP1--((hAB1) LPi-(4- 1) • LPl{4- 1)• lPt--((hA81) ' T.O.L.P.v99'-5 T.O.L. 99'-5" - T.O.LP: 5 - T.O.LP.=99'-3 TYPICAL MOMENT COLUMN A52 .. 5/16 MIN . � w1ox39 . WI I w16xn I I w16xn I wlsxn I I 16xW ° • �w I .. . I LP��((4-A82).• I _I LP4 a-Attz) I LPa--[[4-a71z) _ I - I lP4-(1-A92) _ I LP4-(4-a82).J ''.I LP4—[[a-A9z) - ry (15/16 DIA._HOLE5) c � 7.0 .Lh.-98'-S T.O.LP.=99'-5 T.O.LP.=99'-5 - T.O.LPS 1.O.LP.v99'-5 - n Vx01-20 A - - - - - - - - - - - - - - - - - - - A L2x3/ Y S. b - 2 —1 f (HI H SITREN65TH BOLT5) I. - vN . ` — - G SECTION A A SEE NOWY DWGSJ . LL• _ FOR DETAILS. BOTTOM x°E NO UM SIGN IS 100F USE PLATES'AT Lp,/2' _ I I I (TYPICAL i'OR ALL PLATES I I i _ O Y .. - - O V. 20'-8" 5'-0 16'-0" 74'-0• e'-4" 16'-4'. E23.'e-. 28-0• 30•— 20•_9 25'-8• - p�p 12B'0• 1'-4• ,y�j d P ro 0 o' o ; FOR 'PERMIT ONLY � Z ANCHOR BOLT PLAN o NOT FOR CONSTRUCTION O Z o a 0 1 9" o '-2" 1'-6 2 W I 1' 7 1 1.1" 11i• " ^"d - ` _ _ GUSSET PLATE 2• r. 1•-O" (,EILA 10" 10" 4 Ncn � 5 2y2" 5"HSS8x8x1/4` ,�1 W10x39 W10x39 in W16x77 or W Ox39 W16x67 - 1/2" GUSSET PLATE: tnto16- DIA HOLE LP. i0 — IE I N c1 HOLE IN B.P. QDIA HOLE IN LP. 5` 1 1/16" DIA HOLE IN LP. I 1 1/16" DIA HOLE IN LP. i 1/16" DIA NOLE IN LP 1 D B.P. PLATE 13/16• DIA HOLE IN L.P.P 1 1/18` DIA HOLE IN B.P. S/18• IA HOLE IN i°7 • 1'S/i6` DIA HOLE IN B.P. / _ 1 5/16` DIA HOLE IN B.P. "' C3 j . 1 1/16" DIA HOLE IN B.P. - r�j LP —4 REQ'D LP2-6 REQ'D LP3-1 REQ'D LP4=8 REQ'D LP5-1 REQ'D LP6-2 ' REQ'D DANCHOR BOLT-PLAN ' LP:1/4"x14"x1'-2" LP.=1/4"x10`xt'-0" - LP.=1/4"x10`xt'-0" LP.=1/4"x12°x1'-6 1/2" LP.=1/4"xlWx1'-9" - : LP.=1/4".lI.1/2"xl'-7" _ 9 B.P:3/4"xl4"xl'-2` B.P.=1"xi0"x1'-0" 8.P.=1"x10"x1'-0" - B.P.=1"x1Yz1'-6 1/2 . B.P.=1"x19"xt'-9" 'B.P:1"x11 1/2"x1'-7" ]2 - . 1 . , 0 E • „ 220,-4 _ New metal stud wail 16."o.c.with: - 314"Plywood on outside face. in EXISTING `BULLDING ' i 1 , t Jp. 5 -- --------- --I- ----------r-------- -I-----------f ----------r----------1----------Z-----------r- 5 ,t 55----------------- 55 -r- r-------- -sa 54- LS . 54----- 53- - iU 5X53 ' H 0 200 8' 53 8'MIRAGRID 5XT MIRAGRID 5XT 0' --- 52-____ -52 wpm 52____- y I I -- -- -- -- -- -- L- -- �� - j-- - -- -- -- -- -- -- -- 51 -- -- -- -- -- -- -- -- -- -- 51 ----- -- -- -- 51 -- -- -- -- I - -- -- --I ----50 50_---__-_ 50 ---- -_ - 49 49__._-___ __ _- -- 49 __ I_ -_ _- -_E 20.0 5X 6' MIRAGRID 5XT 13.8' 96.0' 6'5X 96.0' 6' 144.0' 5X 48_________ 48-_ __ -- _ �_ _ # 1 _- 216.0' 5X 1T-tl-t-1-1-_I - 47-46 I -- -- -- OMMINPIAMM 47--------- -- -- 4 47 S T I I I 16.0' 6' SX 46 --___-___-_ 46 45 _ 1____-_____L_____--__--_ -- __ ta-a.00'' _s X _1 _ -_ ---4- 5 SOUTH FACE 1 44.0' 44 - _______________L_ _--.-44 RETAINING WALL PROFILE PLAN HORIZONTAL SCALE: 1"=10' 43 -- ----- ------- ---------- ------- -!-I - - VERTICAL SCALE: 4'=1043 I -_---___-�___--_____ I I --__ I ---------- ---- 42 42------ -- -- I I I 41 r----------I----------7----------r----------I----------7----------r- I _____________g5 I I I I I I I I I I I I I I --_ - -54 o N m 1 o H IT + +m o N a 1+ - + N N N 0 53 0 0 18.0' 8'MIRAGRID 5XT __52 EXECUTION: rid Installation D. Structural Geogrid THE RETAINING WALL COURSES 9 ARE 24"HIGH AND SET BACK 2" EAST FACE i" 1. All materials shall be placed on the leveling pad at -- -- - -- 51 PER COURSE. A. Excavation the appropriate line and grade. Alignment and level shall RETAINING WALL PROFILE PLAN 1. Contractor shall excavate to the lines and grades be checked in all directions and insure that all untitsore -_ ---50 WALL BLOCKS ARE TYPICALLY 6.0' shown on the construction drawings. Local building code in full contact with the base and properly seated. a NTH 6.0'X2.0'CORNER BLOCKS HORIZONTAL SCALE: 1"=10' representative shall inspect the excavation and approve 2•Place the front of the units side by side. Do not leave , --49 AND 4.0'BLOCKS TO ADJUST VERTICAL SCALE: 4"=10' NEATLY CUT AWAY GEOGRID prior to placement of leveling material or fill soils. gaps between adjacent units. Layout of corners and 11.8' 6' SX 6'MIRAGRID 5XT COURSE LENGTH AND STAGGER - AT FENCE POST LOCATIONS 2. Following excavation for the leveling pad, the soil shall curves shall be in accordance with manufacturer's ----48 JOINTS. 8" CAP STONE FOR POST AND CONCRETE. be examined by the Owners Engineer to assure the recommendations. {- NATIVE SOIL PLANTING BEDS actual foundation soil strength meets or exceeds the 2• Geogrid shall be oriented with the higher strength axis -- -- -- ----47 a (SEE PLANTING DETAILS FOR assumed designed bearing strength. Soils not meeting perpendicular to the Wall alignment. 7.8' SX TREES AND SHRUBS) the required strength shall be removed and replaced with 3. Geogrid reinforcement shall be placed at the strengths _-----46 - TOP of soil meeting the design criteria, as directed by the lengths, and elevations shown on the construction 3 PINE BARK MULCH ..... 9 W 6'MIRAGRID 5XT STRUCTURAL BLOCK _..-., - Owners Engineer. design drawings r dire by Owner's Engineer, 54.a d sign d i gs o as directed the 0 e --qg I I I �I� . _ 4. The geogrid shall be laid horizontally on compacted B. Base Leveling Pad backfill and attached to the concrete wall units . Place _ ____44 I I I - 1.-Leveling pad material shall be placed to the lines and the next course of modular concrete units over the 2" SET BACK - grades shown on the construction drawings, to a g 9 geogrid. The geogrid shall be pulled taut, and anchored NORTH FACE - minimum thickness of 4" and extend laterally a minimum prior to backfill placement on the geogrid. NEATLY CUT AWAY GEOGRID 8' MIRAGRID 5XT of 6" in front and behind the concrete wall unit. 5. Geogrid reinforcement shall be continuous throughout AT FENCE POST LOCATIONS 2. If using non-reinforced concrete, pour 4" thick (or their embedment lengths and placed side-by-side to RETAINING WALL PROFILE PLAN 8"CAP STONE FOR POST AND CONCRETE. per construction drawings), level and float to within +/- provide 100%coverage at each level. Spliced connections NATIVE SOIL PLANTING BEDS 1/4" of grade. between shorter pieces of geogrid or gaps between HORIZONTAL SCALE: 1"=10' (SEE PLANTING DETAILS FOR 3. If using crushed stone, compact the material to a adjacent pieces of geogrid are not permitted. VERTICAL SCALE: 4"=10' TREES AND SHRUBS) ., min. of 95% of the maximum Standard Proctor density TOP OF 3 PINE BARK MULCH REINFORCED BACKFILL per ASTM D698. E. Reinforced ckfillPlacement: STRUCTURAL BLOCK .- - i . Leveling pad shall be prepared to insure full contact 1. ReinforcedBbackflll shall be placed, spread and of slack 54.0 ` ICI II = to the base surface of the.concrete units. compacted in --...;�_ _ _ 5. Any steps required to follow grade do not need to be such a manner that minimizes the development 2" SET BACK B'MIRAGRID 5XT continuous but should be within 6" of the next level. Be in the geogrid and installation damage. 1 ~ sure to allow for 2" setback for each 12" step. 2. Reinforced backfill shall be placed and compacted in - liftsuse not to exceed 6 inches where hand compaction t 8' MIRAGRID 5XT C. V-INTERLOCKING BLOCK Installation used, Li 12 inches where heavy compaction equipment is NEATLY CUT AWAY GEOGRID �, Used. Lift thickness Shall be decreased to OCtlleVe'the AT FENCE POST LOCATIONS 1. First course of units shall be placed on the leveling required den"sity as required. 8" CAP STONE FOR POST AND CONCRETE. I'I. WMIRAGRID 5XT 'pad-at the appropriate line and grade. Alignment and 3. Reinforced backfill shall be compacted to 95%of the NATIVE SOIL PLANTING BEDS I level shall be Checked in all directions and insure that all maximum density as determined by ASTM D698. The (SEE PLANTING DETAILS FOR units are in full contact with the base and properly moisture content of the backfill material prior to and TREES AND SHRUBS) a seated. TOP OF 3 PINE BARK MULCH ... •� REINFORCED BACKFILL N 2. Place the front of units side-by-Side. Do not leave during COmpaCflOn shall be uniformly distributed s between adjacent units. Layout of comers and throughout each layer and shall be dry of optimum, +0%, STRUCTURAL BLOCK --- WMIRAGRID 5XT go P j Y -3%. 5a.o curves shall be in accordance with manufacturer's 4. Tracked construction equipment shall not be operated ILIII-I recommendations. directly upon the geogrid reinforcement. A minimum fill WMIRAGRID 5xT 3. Place draintile and backfill stone within and behindof 2" SET BACK I �II '- 1 - wall units. When using57 stone it is not necessary to thickness hi 6 inches is required prior a operation rn # Y tracked vehicles over the geogrid. Tracked vehicle turning BURY DEPTH _ 1' WIDTH FREE DRAINING compact. Follow wall erection and drainage fill closely should be kept to a minimum to prevent tracks from 8' MIRAGRID 5XT GRANULAR BACKFILL with structure backfill. displacing the fill and damaging the geogrid. 6" MINIMUM 4. Maximum stacked vertical height of wall units prior to N i e 9 P 5. Rubber tired equipment may pass over geogrid I sx7 - unit drainage fill and backfill placement shall not exceed reinforcement at slow speeds, less that 10 MPH. Sudden - - 6'MIRAGR D P - . - four courses. braking and sharp turning shall be avoided. -24• CRUSHED STONE LEVELING PAD 6. At the end of each days Operation, the Contractor MEDIUM COARSE.GRAVEL BASE shall slope the last lift of reinforced backfill away from REINFORCED BACKFILL - the wall units to direct runoff away from the wall face. ' BURY DEPTH - _ 1'WIDTH FREE DRAINING - - CROSS-SECTION Z' The Contractor Shall not allow surface runoff from GRANULAR BACKFILL adjacent areas to enter the Wall construction site. 6" MINIMUM - _ RETAINING WALL WMIRAGRID 5XT - F. As-built Construction Tolerances CRUSHED STONE LEVELING PAD HORIZONTAL SCALE: 1"=10' RETAINING WALL PLAN 1. Vertical alignment - over any distance. 24 MEDIUM COARSE GRAVEL BASE ` VERTICAL SCALE: 4"=10' WallBatterwithfn 2 degreess of design baatt ter. AT 2. Horizontal alignments t1.5" over any 10 ft. distance. 1' WIDTH FREE DRAINING Corners, bends;curves f lit. to theoretical location. BURY DEPTH - GRANULAR BACKFILL CROSS-SECTION 10' 3. Maximum horizontal gap between erected units shall 6"MINIMUM RETAINING WALL - #1020 IYANNOUGH ROAD be ?/Z inch. . off 5011-362-4541 fax 508-362-9880 HORIZONTAL SCALE: 1"=10' HYANNIS, MA 1`11.0 CRUSHED STONE LEVELING PAD VERTICAL SCALE: 4"=10' - •downcape.com •`24^1• PREPARED FOR W,Or MEDIUM M COARSE GRAVEL BASE T VARNUM �. down cape lrnginelrring,inc. CROSS-SECTION 8' HYANNIS TOYOTA 3 R„LL6Ra0x $ AEaH30M civil engineers '°� land surveyors RETAINING WALL DATE:AUGUST 23.2010 WIIAL� 939 Main street ( Rte 6A) HORIZONTAL SCALE: 1"=10' PERMIT SET-NOT FOR CONSTRUCTION •I,3 r %xvsS-ZOIJ YARMOUTHPORT MA 02675 VERTICAL SCALE: 4"=10' C.E #08-06� I/2 08-061 CARTER LANDSCAPE.OWG ST1N EDGE OF PA ENT Ck J �� \ / ' \ EXISTING CATCH B (T wJ \ \\ _ _� _ = — — — — -HYANNtS—TOYOTA_ \ / PROPO EDGE OF PAVEMENT �Q ® #1020 IYANNOUGH ROAD— - _ — , -55- / `--55- EASTERN SENTINEL LAMP POLE ^ \ EASTERN RED CEDAR (TW (TYP) EXISTING VE ATED OPE -- EXISPNC EDGE OF P yEMENT OJ / / - PROPOSED EDGE .AGE OF \a OF PAVEMENT fOOSTNGVI WGE ON O EN _ SG (AP POK LOCATION) ;I CHERR RE. - 4� / (TYR. VARIEGATED =1 EEYASERTEARRDN RSEEND NELA R ARIEGATED P /� -EDGE O 3. (TWJ / \ TWIG DITTO W EXISTING IEGETAl10N ' Typ, CHERRY REL .o jIOSTMG 1° �52- -53- -_ \ \ jr� -' 4 / > (TYP•) �. / I / - / 1AYM AREA �i�I Cnw -52 M� -A \ u DEN-GRASS 1 / / GRADE,LOAM.6/:SEED /I \ -- =5 53� - I -49� BSI 0' 52.- o r• ^ / Y _AT - -�- - 50I- - - -� / — — `�— '- - - �12 3-30°V�L _ -=a°5 -- PROPOSED MODULAR / f - - - - _ - - - -- - - _45- BLOCK WALL 7- - -42- -(DESIGN BY OTHERS) EXISTING SIDEWALK _ -' \_ -48- EXISTING GUARDRAIL TOP OF WALL 55.0 BOTTOM OF WALL VARIES WITH EXISTING GRADE - BORDERS BOOKS DRIVEWA Y m Pi'169 DANIEL UANIEL q y T.4., O RIILBR - - - - OJALA MECMP AL ' 'CA ^ TLE`T'• WALL + ' No.40980 No.30890 of LANDSCAPE PLAN Z3 qa E.Zprg NOTES: saw 3>calco OF ,.NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT GENERAL PLANTING NOTES GENERAL SEEDING NOTES COLLAR OF PLANT. - 1) ALL PLANT MATERIAL SMALL CONFORM TO THE STANDARDS OF THE 1) PERMANENT SEWING SHALL CONSIST OF THE FOLLOWING MIXTURE OR #1020 IYANNOUGH ROAD 2.PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS AMERICAN ASSOCIATION OF NURSERYMEN OR THE PLANT MATERIAL WILL BE APPROVED EGUAL-OPTIMUM SEEDING DATES ARE BETEEN W ARM i AND MAY GROWN IN NURSERY. UNACCEPTABLE ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES VARIETY, 31 AND AUGUST 16 AND OCTOBER 1S. HYANNIS, MA !.ALL LANDSCAPE AREA SHALL BE IRRIGATED. SIZE AND BE CERTIFIED DISEASE AND INSECT FREE THE OWNER AND/OR THE LANDSCAPE ARCHITECT RESERVES THE NIGHT TO APPROVE ALL PLANT SUMMER STRESS MIXTURE(LOFTS SEED INC.) MATERIAL ON SITE PRIOR TO INSTALLATION. 90%REBEL II.OR-TRIBUTE TALL FESCUE IOX NASSAU OR BARON KENTUCKY BLUEGRASS PREPARED FOR 2) ALL PLANT MATERIAL SMALL BE PROPERLY GUYED.STAKED.WRAPPED SEEDING RATE 5/PER 1.000$0.FT.OR 2000 PER ACRE . PLACE BALL ON SUBSOIL.REMOVE AND _ _ AND PLANTED IN CONFORMANCE WITH THE TYPICAL PLANTING DETAILS GUY 2)PERMANENT SEEDING TO BE ARPLIED BY RAKIMC OR DRIWNG INTO THE DISCARD BURLAP EXCEPT UNDER BALL. HWIRESEIGHT SHALL 8E ATTACHED TO SHOULD TREE A A HEIGHT OF SO As IRDS THE SOILS AT A RACE O:I500 PER ACRE SLOPED AREA TO BE COVERED WITH HYANNIS TOYOTA REMOVE ALL SYNTHETIC SOIL WRAPPING MEGHT E THE TREE AND SHGULD BE LOCATED AT PROVIDE POINTS H THREE AS NOT TO MULCH AS INDICTED IN NOTE 4. SPOT THE TRUNKS OF MULTI-STEMMED TREES PROVDE THREE STAKES PER MATERIALS(TREATED BURLAP,.NYLON TREE UNLESS NOTED OTMEERVASE INSTALL ALL PLANT MATERIAL ON 3)FFTTILI2ER FOR THE ESTABLISHMENT_A TEMPORARY AND PERMANENT TWINE, WIRE BASKETS, ETC.)AND UNDISTURBED GRADE PROVIDE BURLAP WRAPPING ,- A 601L OVERLAP. �CETATIVE COVER SHALL SEE 10-10-10 APPLIED AT A RATE OF 13p PQt TOP OFROOTBALL SHALL BEAR PLANTING SCHEDULE GUT AND REMOVE BURLAP FROM TOP ONE-THIRD aF 1HE R00T BALL 1.000 Sp FT OR AS DETERMINED BY SOIL TESTS.LIMESTONE FOR TEMPORARY DATE JUNE 18,2010 DISCARD SEEDING SHALL BE APPLIED AT A RATE OF 90 PER 1.000 S0.FT.LIMESTONE REVISED:8-23-10 SAME RELATIONSHIP TO FINISHED EXCAVATE SUBSOIL AS 3) PROVIDE PLANTING RI75 AS INDICATED ON PLANTING DETAILS. PATEN. FOR PERMANENT SEEDING SHALL BE APPLIED A�A RAZE OF 135/PER 1.00E GRADE AS TO PREVIOUS SIZE QUAINT. PLANRNG PITS LWT14 ONE PART EACH OF TOPSOIL PEAT MOSS AND PARENT SO PERMIT SET- NOT FOR CONSTRUCTION EXISTIN DE REQUIRED TO PLACE ROOTBALL SYMBOL PLANT NAME MATERIAL IF WET SOIL CONDMCNS EXIST THEN PLANTING PITS SHALL BE TO PROPER ELEVATION. PLACE EXCAVATED AN ADDITIONAL 12"AND FILLED WITH SAND. 4)MULCH TO CONSIST OF SMALL GRAIN STRAW OR SALT HAY ANCHORED WITH Scale:l"=10' RooTBALL DIRECTLY ON SUBSOIL VARIEGATED RED TWIG DOGWOOD #3 27 4) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT R E TIME OF A WOOD AND FlBER'MULCH BINDER OR AN APPROVED T.AN MULCH WILL BE EXCAVATE HOLE TO DIAMETER 3X CORNUS ALBA ELEGANTISS/MA' ITiSTALLATION.REGULAR WAIFRINO SHALL BE PROVIDED TO ENSURE THE SPREAD AT RATES O'BO TO C1.5.LBS.PER 1.OW ER FT.AND ANOiORED VAn4 WIDER THAN ROOTBALL. BACKFILL LSTABLISHMENT,GROWTH AND SURVIVAL OF ALL PLANTS A MULCH ANCHORING TOOL OR GUID MULCH BINDER AND SHALL BE PROVIDED p 5 10 i5 20 25 FEET ON ALL SEEDINGS.HYOROMULCH ALL ONLY BE USED DURING OPTIMUM a ° HOLE WITH PLANTING SOIL MIX AS OTTO LUYKEN CHERRY LAUREL 18-24" 19 GROWING SEASONS SPECIFIED PRUNUS L. 'OTTO LUYKEN' S) ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE ANY PLANT MATERIAL THAT DIES WITHIN THAT 3"BARK MULCH, AS SPECIFIED TIME PERIOI SHALL BE REMOVED.ONCLUDING n4E STUMP,AND REPLACED BY p„nmm,,, off 508-362-4541 A TREE OF SIMW1R.51ZE AND SPECIES AT THE EXPENSE OF THE DEVELOPER. "`� USF�W fox 508-362-9880 EMERALD SENTINEL JUNIPER #5 q 6) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 8"LAYER OF 9a e� Tc I downcape.com UNDISTURBED SUBGRADE ✓UN/PERUS VTR. EMERALD SENTINEL' rOPsaL w ALL uWN AREAS AND A MINIMUM of Tz"of TOPSOIL O PLANnNO AREAS"FULL SOIL ANALYSIS SHALL BE CONDUCTED VIER = down cope eagineefiag,kit. CONS1RUCnON AND PRIOR TO PLANTING TO DETERMINE THE EXTENT OF SOILE3 AMENDMENT REWIRED• Iq �---EQ. EQ. .EQ.-�- MAIDEN GRASS 7 ALL DISTURBED LAWN AREAS SMALL BE STABILIZED WITH ETHER SOD OR SEC C/Vll engineers M/SCAN7HUS S, 'MORNING LIGHT' #5 11 S®AS IIS''r LANDSCAPE PLANS SEED SMALL CONSST OF � a3 land Surveyors THE MIXURE LISTED IN THE GENERAL SEEDING NOTES.ALL DISTURBED LAWN Q- NE GRADED PRIOR TO FT A AREAS SHALL BE 70PSORED,LIMED.'FERTUZID AND ANDREW R. GARULA RLA 93.9 Main Street (.Rte 6 . LAWN INSTALLATION. DATE � a SHRUB PLANTING NOTE: PERMIT SET-NOT FOR CONS UCTON YARMOUTHPORT MA 02675 L 2 NOT TO SCALE � e) ALL PLANTING BEDS SMALL RECEIVE J"OF SHREDDED PINE BARN. ' 9) ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS � Z. Z. 08-061 CARTER.LANOSCAPE.DWG DCE #08-061 y 55----------------- 55 ----------r----------I- i ----54 54-EX1S-I 54---__ 53 �N __ I- =- -- -� - -- -- -- -- I- -- -- - 1 -- - -- -- -- - -- -- -� -- - -- -- -- -- - -- 53- -- - -- ' ' . . 53 -- L I20.0' 8'MIRAGRID SX20.0' 8'MIRAGRID 5XT0.0' 8'MIRAGRID 5XT I I I ----52 52----- 52 51 ----- -- -- -- 51 -- -- -- -- L- .-- -- --� -- -- -- -- -- -- L- -- ' -- -- -- -- -- L- -- -- --� -- -r -- -- -- -- L- -- -- --� -- -- -- -- - -- -= 51- 50 50-------- 50 ---- I I __ __ __ __ I __ __ _ I -_ _ __ __ -_ __ I -_ __ _ l _ 49 49__._____ __ __ __ 49 -_ _ _ __ _T __ _ __ __ __ -_ l_ __ -_ _.T __ _ - 20.0 5X I 7 6' MIRAGRID 5XT 13.8' 96.0' 6' SX 96.0' 6' SX 144.0' 5X ----48 48-________ 48-__-- I I I I 47--_______ __ __ 47 216.0' _5Z46 . . I 46-____-______ 46_____ I I I I I 1 I I -- -- -- __ I- -- --- -� -- - -- -- -- -- I- -- -- -� - - a5 SOUTH FACE 45 -- I I i i- ,a4.o' -5X - I 44------ -'1----------1-- ----44 RETAINING WALL PROFILE PLAN --- I I I I �-----------�-------- -' -- -- - -- -- -- I -- -- -- E S I -- -- -- --- I- ----------tl ----- 4243 HORIZONTAL SCALE: 1"=10" a3 ----------I-----------I---------- ____ --V 42 -------" ' I I I I I I I I I I --- - - - r----------I----------7--- -r------- I----------7----------r- 4, I I I I I I I I I I I I -------------55 j I I I I I I II I I I I I I I I I I I I I I --- -54 o e m o n o o N a e I + +O + + + + IT + + + N N N N 53 0 0 0 18.0' 8'MIRAGRID 5XT EXECUTION: -52 THE RETAINING WALL COURSES - D. Structural Geogrid Installation ARE 24"HIGH AND SET BACK 2" EAST FACE 1. All materials shall be placed on the leveling pad at -- -- - -- st PER COURSE. A. Excavation the appropriate line and grade. Alignment and level shall RETAINING WALL PROFILE PLAN 1. Contractor shall excavate to the lines and grades be checked in all directions and insure that all untitsare WALL BLOCKS ARE TYPICALLY 6.0' shown on the construction drawings. Local building code in full contact with the base and properly seated. a WITH 6.0'X2.0'CORNER BLOCKS HORIZONTAL SCALE: 1"=10' representative shall inspect the excavation and approve 2,Ploce the front of the units side by side. Do not leave --49 AND 4.0'BLOCKS TO ADJUST VERTICAL SCALE: 4"=10' NEATLY CUT AWAY GEOGRID prior to placement of leveling material or fill soils. gaps between adjacent units. Layout of corners and ' 5X COURSE LENGTH AND STAGGER - 1I 2. Following excavation for the leveling pod, the soil shall -- --6'MIRAGRID 5XT I AT FENCE POST LOCATIONS 9 -9 P Curves Shall be in accordance with manufacturers ---48 JOINTS. B"CAP STONE FOR POST AND CONCRETE. be examined by the Owners Engineer to assure the recommendations. NATIVE SOIL PLANTING BEDS actual foundation soil strength meets or exceeds the 2. Geogrid shall be Oriented with the higher strength axis -- -a7 < (SEE PLANTING DETAILS FOR assumed designed bearing strength. Soils.not meeting perpendicular to the wall alignment. 7.8' Sx TREES AND SHRUBS) the required strength shall be removed and replaced with 3. Geogrid reinforcement shall be placed at the strengths ------46 TOP OF .... soil meeting the design criteria, as directed by the lengths, and elevations shown on the construction -- 3 PINE BARK MULCH ... �..:::. W 6'MIRAGRID 5XT STRUCTURAL BLOCK ... :;: Owner's Engineer. design drawings or as directed by the Owners Engineer. - 45 54.D ,.r II DTI - -{L- 4. The geogrid shall be laid horizontally on compacted m - T B. Base Leveling Pad -��- 9 backfill and attached to the concrete wall units :Place -_--44 I� � 1. Leveling pad material shall be placed to the lines and the next course of modular concrete units over the 2" SET BACK - - grades shown on the construction drawings, to a geogrid. The geogrid shall be pulled taut, and anchored NORTH FACE minimum thickness of 4" and extend laterally a minimum prior to backfill placement on the geogrid. NEATLY CUT AWAY GEOGRID 8'MIRAGRID SXT of 6" in front and behind the concrete wall unit. 5. Geogrid reinforcement shall be continuous throughout AT FENCE POST LOCATIONS 2. If using non-reinforced concrete, pour 4" thick (or RETAINING WALL PROFILE PLAN_ B" GAP STONE their embedment lengths and placed side-by-Side to FOR POST AND CONCRETE. per construction drawings), level and float to within +/- Provide 100%coverage at each level. Spliced connections NATIVE SOIL PLANTING BEDS 1/4" of grade. - between shorter pieces of geogrid or gaps between HORIZONTAL SCALE: 1"=10' a (SEE PLANTING DETAILS FOR 3. If using crushed stone, compact the material to a adjacent pieces of geogrid are not permitted. VERTICAL SCALE: 4"=10' TREES AND SHRUBS) min. of 95% of the maximum Standard Proctor density TOP OF REINFORCED BACKFILL E. Reinforced BOCkfill Placement: 3 PINE BARK MULCH ... ::.::: per ASTM D698. STRUCTURAL BLOCK - II II 4. Leveling pad shall be prepared to insure full contact 1. Reinforced backfill shall be placed, spread, and 54.0 = _ compacted in I Ir I II II to the base surface of the.concrete units. P _ 5. Any steps required to follow grade do not need to be such a manner that minimizes the development of slack 2" SET BACK - - - B'MIRAGRID 5XT continuous but should be within 6" of the next level. Be in the geogrid and installation damage. sure to allow for 2" setback for each 12" step. 2. Reinforced backfill shall be placed and compacted s 8'MIRAGRID 5XT used.lifts not to exceed 6 inches where hand compaction t V-INTERLOCKING BLOCK Installation used, 12 inches where heavy compaction equipment is NEATLY CUT AWAY GEOGRID C. 1 1 First course of units shall be placed on the leveling Lift thickness shall be decreased to achieve the . AT FENCE POST LOCATIONS required density required. 8" CAP STONE FOR POST AND CONCRETE. l- 6'MIRAGRID.SxT -pod at the appropriate line and grade. Alignment and 3. Reinforced backfill shall be compacted to 95%of the NATIVE SOIL PLANTING BEDS level shall be Checked in all directions and insure that all a (SEE PLANTING DETAILS FOR I - units are in full contact with the base and properly maximum density as determined by ASTM D698. The TREES AND SHRUBS) `� - - seated. - moisture content of the backfill material prior to and TOP OF RK MUL H W. REINFORCED BACKFILL during Compaction Shall be uniformly distributed STRUCTURAL BLOCK 3 PINE BA C :e I 2. Place the front of units side-by-Side. DO not leave throughout each layer and shall be dry of optimum, +07, 6'MIRAGRID 5XT gaps between adjacent units. Layout of comers and _3y 5a.0 -'_ 'v 1 curves shall be in accordance with manufacturer's 4. Tracked construction equipment shall not be operated . IglL�ll II�II�� ll�-il�llli- 6'MIRAGRID 5XT recommendations. directly upon--the geogrid reinforcement. A minimum fill !F�II IL-�I�iF�-III: 3. Place draintile and backfill stone within and behind thickness of 6 inches is required prior to operation of 2" SET BACK - Tal- I - wall-units. When using #57 stone it is not necessary to tracked vehicles over the geogrid. Tracked vehicle turning BURY DEPTH - 1'WIDTH FREE DRAINING compact. Follow wall erection and drainage fill closely should be kept to a minimum to prevent tracks from 8'MIRAGRID 5XT - - GRANULAR BACKFILL with structure backfill. displacing damaging geogrid. 6" MINIMUM di5 lacin the fill and damn In the eo rid. 4. Maximum stacked vertical height of wall units prior to 5. Rubber tired equipment may pass over geogrid 1" unit drainage fill and backfill placement shall not exceed P 6'MIRAGRID 5XT s 9 P reinforcement at slow speeds. less that 10 MPH. Sudden four courses. braking and sharp turning shall be avoided. 24" CRUSHED STONE LEVELING PAD 6. At the end of each day's operation, the.Contractor MEDIUM COARSE.GRAVEL BASE - shall slope the last lift of reinforced backfill away from REINFORCED BACKFILL the wall units to direct runoff away from the wall face. [� BURY DEPTH _ V WIDTH FREE DRAINING The Contractor shall not allow Surface runoff from 6" MINIMUM GRANULAR BACKFILL CROSS-SECTION 12' adjacent areas to enter the wall construction site. a J ., j z RETAINING WALL F. As-built Construction Tolerances 6'MIRAGRID 5XT HORIZONTAL SCALE: 1"=10' RETAINING WALL PLAN - 1. Vertical alignment - 1.5" over any 10' distance. 24 CRUSHED STONE LEVELING PAD MEDIUM COARSE GRAVEL BASE VERTICAL SCALE: 4"=10' WallBatterwithin 2 degrees of design batter. AT 2. Horizontal alignments f1.5" over any 10 ft. distance. ' ,yy Corners, bends,'curves 9 Pft. to theoretical location. 1' WIDTH FREE DRAINING CROSS-SECTION 10 BURY DEPTH - GRANULAR BACKFILL #1020 IYANNOUGH ROAD 3. Maximum horizontal a between erected units shall be }� Inch. 6"MINIMUM RETAINING WALL _ _ Z off 508 HORIZONTAL SCALE: 1"=10' A I fax 508-362-9880 CRUSHED STONE LEVELING PAD VERTICAL SCALE: 4"=10' HYANNIS, MA P4'1'G1 1 ,do.nc.p...om 24" MEDIUM COARSE GRAVEL BASE PREPARED FOR Of T.VARNNM �. down cape engineering,inc. CROSS-SECTION 8' HYANNIS TOYOTA a MECNIINI OK NI0x CAL � civil engineers 3ow land surveyors RETAINING WALL DATE:AUGUST 23. 2610 A1AL 939 Main street ( Rite 6A) HORIZONTAL SCALE: 1"=10' PERMIT SET-NOT FOR CONSTRUCTION YARA40UTHPORT AWA 02675 VERTICAL SCALE: 4"=10' ACE #08-06 f I/2 08-061 CARTER LANDSCAPE.DwG STIN EDGE OF PA ENT \ \ - - - / CkSO \ DUSTING CATCH B (T., \ - - - - - - -HYANMS-TQYOTA / PROMO EDGE OF PAVEMENT / — — - \ / H ROAD-#1020 IYANNOUG - - ® _ - Da NG EMERALD SENTINEL LAMP POLE EASTERN RED CEDAR (TYP (TYP.) EXISTING VE ATED CPE EXISTING EDGE OF P VEMENT / PROPOSED EDGE RIO .AGE OF \a� OF PAVEMENT _ _ O D'S:n=GETA1 OTT ER 99 (APPDX LOCATIONN) M1 CHERR VREL . / ( VARIEGATED ` \\ \ EMQHALD SEN NEL O D / �\ RED TWIG DOGWO PR \ EASTERN RED AR ARIECATED PROMO EDGE OF \ TwJ G D TN OTTO LU EXISTIN ATION TYP.) CHER(TYP_ REL N ,LhWN AREA \ j- 53� a \ / a M DEN-Tdtl6S T yq / ♦� 524 5MAID A 51/ GRADE.LOAM,BISEED I �49� •5i 52- o VIA 450 / �iN %•a I \'> +— `� — — / �45 48— �711J l-i-V-1L�— 444_m�= =�_J��.7- / / �`>a•,a_ PROPOSED MODULAR / — — _ _ _ — _ — — — BLOCN WALL �O r �_ — _4l_ — (DESIGN BY OTHERS) EXISTING SIDEWALK J _ '- \ —4B— j -49_ EXISTING GUARDRAIL TOP OF WALL-55.0 - BOTTOM OF WALL VARIES o WITH EXISTING GRADE — BORDERS BOOKS DR/I/EWA Y P Q9'}69 cl`TH 0F6N1•9s45,s M.OT 04 DAAIEL " T.VAPNUM OJALA HaROIAL 1ZET• WALL + No.40980„ 9°0 ° °e LANDSCAPE PLAN Z3 QO C.7-r0 OF NOTES: GENERAL PLANTING NOTES S saw�a+oF I.NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT GENERAL SEEDING NOTES COLLAR OF PLANT. 1) ALL PLANT MATERIAL SHALL cONFgW RUNE STANDARDS a THE 1) pERMANENT gTNG SHALL CONSIST OF THE FOLLOWING MIXTURE OR #1020 IYANNOUGH ROAD 2.PLANTING DEPTH SHALL BE THE SAME OR NIGHER AS AMERICAN ASSOCIATION OF NURSERYMEN OR THE PLANT MATERIAL WILL BE APPROVED EGUAL-OPTIMUM SEEDING DATES ARE BETWEEN APPoL 1 AND MAY gLAN7 IN NURSERY. UNACCEPTABLE ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES,VARIETY, 31 AND AUGUST 18 AND OCTOBER 15. HYANNIS, MA 7.ALL LANDSCAPE AREA SHALL BE IRRIGATED. SZE AND BE CERTIFIED DISEASE AND INSECT FREE THE OWNER AND/OR THE - LANDSCAPE ARCHITECT RESERVES THE RIGHT TO APPROVE ALL PLANT .SIMMER STRESS MIXNRE(LOFTS 5®INC.) MATERIAL W SITE PRIOR TO INSTALLATION• g01<REBEL O,Ort-TRIBUTE TALL FESCUE 101<NASSAU OR BARON KENTUCKY BLUEGRASS PREPARED FOR 2) ALL PLANT MATERIAL SHALL BE PROPERLY GUYED,STAKED.WRAPPED SEEDING RATE 5/PER 1.ODO SO.FT.OR 200/PER ACRE PLACE BALL ON SUBSOIL.REMOVE AND _ AND PLANTED IN CONFORMANCE NAM THE TYPICAL PLANING DETAOS GUY 2)PERMANENT SEEDING TO BE APPLIED BY RAKING OR ORR.LING INTO THE DISCARD BURLAP EXCEPT UNDER BALL. WIRES SHALL BE ATTACHED TO,HE TREE AT A EDGNT OF TWO-T/Dm5 THE SOLLS AT A RATE OF 1501 PER ACRE SLOPED AREA TO BE COVERED VATH HYANNIS TOYOTA HEIGHT OF THE TREE AND SIIGULD BE LOCATED AT PgNTS 50 AS NOT lb MULCH AS INDICATED IN OlE 4. REMOVE ALL SYNTHETIC SOIL WRAPPING - SPLIT 714E TRUNKS OF MULTI-STEMMED TREES PROVDE THREE STAKES PER MATERIALS(TREATED BURLAP,.NYLON TREE UNLESS NOTED OTHERWISE INSTALL ALL PLANT MATERIAL ON FERTILIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT TWINE. WIRE BASKETS, ETC.)AND UNDISTURBED GRADE PROVIDE BURLAP WRAPPING N1TH A SqE OVEAUP. CETATK�yED��BE 10-10-10 APPLIED AT A RATE Oi 15/PER PLANTING SCHEDULE GUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL 1•000 SO,FT.OR AS DETERMINED B7 SqL TESTS LIMESTONE POR TEMPORARY DATE JUNE Is. 2010 TOP OFROOTBALL SHALL BEAR DISCARD SEEDING SHALL BE APPLIED AT A RATE OF g0/PER 1,000 52 FT.LNIE57gNE REVISED:8-23-10 SAME RELATIONSHIP TO FINISHED 3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETABS.BACKFLL �PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 135/PER 1.000 PERMIT SET- NOT FOR CONSTRUCTION GRADE AS TO PREVIOUS EXCAVATE SUBSOIL AS SIZE QUANT. MATERIAL PI75 WITH ONE PART EACH aF TOPSOIL PEAT MOSS AND PARENT FT EXISTIN DE REQUIRED TO PLACE ROOTBALL SYMBOL PLANT NAME MATERIAL IF WET SOIL CONDI-AN EXIST THEN PLANTING PI75 SHALL BE TO PROPER ELEVATION. PLACE EXCAVATED AN ADDITIONAL 1Y AND FILLED WITH SAND. 4)MULCH TO CONSIST OF SMALL GRAIN STRAW OR SALT HAY ANCHORED WITH Scale:l"=10 BE RQOTEALL DIRECTLY ON SUBSOIL VARIEGATED RED TWIG DOGWOOD #3 27 4 NEMIY INSTALLED PLANT YATEPoAL SHALL aE WATERED Ai THE TIME OF A woo0 AND FlBFR MULCH ENDER OR AN APPROVED T.AN MULCH WILL IT SPREAD AT RATES OF g0 TO 115 LNS PER 1.BIN SO.FT AND ANCHORED WITH EXCAVATE HOLE TO DIAMETER 3X CORNUS ALBA £LEGAN77SSIMA' INSTALLATION.REGULAR WAIEPoNG SHALL BE FRONDED TO ENSURE THE A GULCH ANCHORING TOOL OR UGUID MULCH BINDER AND SHALL BE FRONDED 0 5 t0 15 20 zs FEET WIDER THAN ROOTBALL. BACKFILL ESTABLISHMENT,GROWM AND SURNVAL OF ALL PLANTS ON ALL 5®INGS HYOROYULCN SHALL ONLY BE USED DURING OPTIMUM v HOLE`MTH PLANTING SOIL MIX A5 g�4 OTTO LUYKEN CHERRY LAUREL 18-24" 19 OtoxlNc SEASONS. SPECIFIED ga9� PRUNUS L. 'OTTO LUYKEN' S) ALL PLANT MATERIAL SMALL BE GUARANTEED[ OME YEAR AFTER THE DALE OF FINAL ACCEPTANCE ANY PLANT G THE S THAT DIES REPLACED THAT 3" BARK MULCH, AS SPECIFIED TIME PERIOD SMALL BE REMOVED.INCLUDING THE STUMP,AND REPLACED BY �mnnmiW° I Off 506-362-4541 A TREE OF SIMILAR.SIZE AND SPECIES AT THE EXPENSE OF THE DEVELOPER. �a` RH�F7�s fax 508-362-8880 EMERALD SENTINEL JUNIPER #5 4 6) THE LANDSCAPE CONTRAC7DR SHALL PROVDE A YIIAOIUM e"LAYER OF Q45' c � downcape.corn 4 "I UNDISTURBED SUBGRADE TOPSOIL IN ALL LAWN AREAS AND A MINIMUM OF 1Y OF 1OP500.IN ALLW W= ✓UN/PERUS NR. EMERALD SEN7INEC' pLANnNG AREAS A FULL SOIL ANALYSIS SHALL BE CONDUCTED AFTER Q down cape enginee-ing,1nco CONSTRUCTION AND PRIOR TO PLANTING TO DETERMINE THE EXTENT OF SOIL _ AMENDMENT REWIRED. 11 0. EQ. 0.�, _ T) AI.L DISTURBED uWN AREAS SHALL BE STABIUZF.D W1Ti EITHER SOD OR sc C%V/l engineers IFS--E MAIDEN GRASS //5 11 SFJD AS INDICATED ON THE IANDSCAME PLANS SEED SHALL CONSIST OF da3_�� land SU/•VeyOr•$ M/SCAN7 (US S 'MORNING LIGHT' THE MIXTURE LISTED IN THE GENERAL SEEDING NOTES ALL DISTURBED LANK o AREAS SHALL BE TOPSOILED,LIMED.FERTILIZED AND FINE GRADED PRIOR TO DATE ANDREW R. GARULA RLA - 939 Main Street ( Rte 6A) SHRUB PLANTING LAWN INSTALLATION. L—� ' NOTE: PERMIT SET-NOT FOR CONS UCTION YARMOUTHPORT MA 02675 g) ALL PLANTING BEDS SHALL RECEIVE 3'OF SHREDDED PINE BARK. NOT TO SCALE ' g) ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS Z.... 08-0e1 CARTER.LANDSOAPE.DWG LICE #08-061 Specs Verified 1'-3 1/4" 10 1/4" T 6'-0" �1 EQUAL EQUAL EMBOSSED LOGO (2'-615/16"H x 4'-15/32"W) (0.1401 x) 3/16"2447 WHITE ACRYLIC FACE WITH RED#3630-73 VINYL ALUMINUM CABINET PAINTED TOYOTA WHITE ILLUMINATED BY LED SYSTEM (0.4297x) CHANNEL LETTERS(±10 7/8"H) ALUMINUM FLANGE.040 PAINTED TOYOTA WHITE 3" F-TRIM RETAINER PAINTED TOYOTA WHITE _ 3/16" 2447 ACRYLIC FACES WITH RED#3630-73 TRANSLUCENT VINYL APPLIED ON FIRST SURFACE R ILLUMINATED BY LED SYSTEM - -- ---- ---- FIBERGLAS 30"SWOOSH"PAINTED �O 31 MEDIUM GRAY M y ALUMINUM 3D PANEL PAINTED TOYOTA WHITE 12 1/4" p 9 3/4" _ 1'-6 1'-11 " 2'-8 1/2' ILLUMINATED PYLON SIQI"612) t NOTE - ENSEIGNES +13,aae AVENUE SEE TECHNICAL DRAWINGS CANADASTO .NB;r' PA��S®N TW 4506)735-5506 FOR FABRICATION Fax(506)737-+740 's•.. SIGN GROUP 1-800-561-9798 ft.ES'I CONVEMU UU£LE C,JENT EST VMtRrMENT iT !S AGREED THAT THE -.'DENT I5 BNTI;;f:LY HYANNIS TOYOTA#20119 T RESPONLABLE DIN 1AL3 E_ ;e 8 U SASE DE SETON RESPONSIFR_E T iN5"tRLi .7 M e V F CONCRETE BASE AS HYANNIS• PAR/BY: SELON US DESSis T£'.'tfDliOVES OU EQU!JALENT5 TER CEv E FNt-b ATT ON Fa 4 C RC>up<TECHNICAL �Y�A FOURNls PAR 'l Stfo,iiE PairfS 7t4 � s aG:;P DaA Yli G OR THE FOU1VAt2?I L4HrRE AN ExI5T3NG O PRANCE JOLICOEUR -VOLTAGE: ❑120VOIt E1347VOIt DATE: �� /�Q� LOSS uc L tX F_4 A- ON D N BASE EKF 7A:TE.LE RASE UZED THE Cf PENT AGR S 10 i HECK!F THE C.i.i£tir S•EN�.�>= 1 vesFi-ti. f s aE BASE � �>Nc�a�TE £sAes- cAN ctta�c�R. ,F-f� ��o:;H As � 10.14.03 O1 6£Oak PEtl T SUPPORTER L.4 Nrz TFk E OUF t P E fFE1 ElyN FtC Pdf S PAT -S N GN GROUP. CONTRAT/CONTRACT# FOURNZF PAR ra FK.'N A F N tact , ra P41 T SON S i j. C z'0;;r' WY UOT limugggWR1/4' FN EIGNES PA LION tOGN .r;c.Gi-N,:CEPF:RA ;4CCEPI ANY UAi';.ii Y. Approbation Approval BY/PAR : DATE: / / uLCUNF. FS;�,N.1,..:.:,. ' ' o FJ-02005A DRAFTS MAN/DESS I NATEU R:SYLVAIN GUAY ? :; ilP:.,"f..'L r+ s .s.'i t, #.'kf,;£.�1>rV! !�.:.W,:xE fL &:.s�, T ..I.Lti :;ta :;i3C:?£s^.a s�FS� #:F,f.!'F.,.:3.7a. YC .... t -. r .w # €,<)F2?I A7'#.P .._ .,t.,. .s #G..,a4ti.� �,3 ,;.3;�,,.r:_CllF�a�1£i?'#ER.�...�3=,s;5"s't?�3C::i.:av�a�;`.#. .,?+.,,. €':,<"i:..',:,f»fv,.l..A1. t7dk.Gf21.}_�)'s-S_,i.,:d?P1?siaGX,3f::. .,. .. ... PAR F OF.` a.iO DE, N ANY f'C R if tsFa(JN FROtO ENSf 4C5 VS s pf'I3 s€,l#. RC)1,P F-6.1.02 - PYLON MODEL 612 TOP VIEW _ " B = p 1113/6" A g)/2 w _ LOGO (2'-10 5/16"H x 4 51/32"W) - ALUMINUM BOX 0040 PAINTED WHITE 3/16" MOLDED WHITE ACRYLIC FACE WITH RED = N #3650-45 VINYL APPLIED ON FIRST SURFACE. h - F-TRIM RETAINER FAINTED WHITE 707 V - ILLUMINATED BY LED SYSTEM ci U O�/�=� _� o CV � o CHANNEL LETTER5(12"H) N - ALUMINUM BOX.040 PAINTED WHITE - F-TRIM RETAINER PAINTED WHITE _ -3116"WHITE ACRYLIC FACES WITH RED #3630-45 VINYL AFFLIED ON FIRSTS RFA\ U CE o - ILLUMINATED BY LED 5Y5TEM 6, 77�6 \ ALUMINIUM FANEL U IN Fi 1 14, BASE COVER MADE OF 1'-27 �g A--j ALUMINIUM 1'-63/6„ 0 FRONT VIEW 2'-27�8�� L-► B SIDE VIEW • - I1 ENSEIGNES 113,440 AVENUE ff PA7TIS0N EDMUND 73r,5 NB CANADA.E3V 3A4 Tel MUN) TON,06 Fax(506)737-1732 SIGN GROUP I-800-561.9798 IL EST CONVENU DUE LE CLIENT EST ENTIEREMENT IT IS AGREED THAT THE CLIENT IS ENTIRELY CLIENT: TOYOTA RESPONSABLE D'INSTALLER LA BASE DE BETON RESPONSIBLE TO INSTALL THE CONCRETE BASE AS SITE: VARIOUS G CONSULTANT: PAR/BY: SELON LES DESSINS TECHNIQUES OU EQUIVALENTS PER ENSEIGNES PATTISON SIGN GROUP TECHNICAL THIS PYLON HAS BEEN DESIGNED FOR FOURNIS PAR ENSEIGNES PATTISON SIGN GROUP. DRAWINGS OR THE EQUIVALENT. WHERE AN EXISTING DATE: / / LORS DE L'UTILISATION D'UNE BASE EXISTANTE,LE BASE IS USED,THE CLIENT AGREES TO CHECK IF THE � WIND PRESSURE UP TO 0.5 kpa CLIENT S'ENGAGE A VERIFIER SI CETTE BASE DE CONCRETE BASE CAN SUPPORT THE SIGN AS DATE MOD: 29/MAY/2003 PAGE: '7 CONTRAT/CONTRACT: BETON PEUT SUPPORTER UENSEIGNE TELLE DUE SUPPLIED BY ENSEIGNES PATTISON SIGN GROUP. FOURNIE PAR ENSEIGNES PATTISON SIGN GROUP. ENSEIGNES PATTISON SIGN GROUP WILL NOT SCALE/ECH: 1/4" = 1'_0" Approbation / ApprOVal ENSEIGNES PATTISON SIGN GROUP N'ACCEPTERA ACCEPT ANY LIABILITY. AUCUNE RESPONSABILITE. PROJ.: BY/PAR : DATE: / / www.pattisonsignxom Scaled by: J. Restrepo CE DESSIN EST LA PROPRIETE EXCLUSIVE D'ENSEIGNES PATTISON SIGN GROUP. TOUTE REPRODUCTION TOTALE OU PARTIELLE EST STRICTEMENT INTERDITE SANS L'AUTORISATION ECRITE DE LA COMPAGNIE. ALL RIGHTS RESERVED,NO PART OF THIS DRAWING MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM ENSEIGNES PATTISON SIGN GROUP. I PYLON MODEL 612 COUNTER5UNK SCREW WHITE FIBERGLA55 ACCE55 DOOR 2"x 2"x 4'tk STEEL ANGLE 16 ga. STEEL SHEET BAFFLE • I I JUNCTION BOX 2 0 STEEL ROD 16 ga.STEEL SHEET BAFFLE WELDED 7"x 7"x 3/16"tk STEEL F05T ON STEEL P05T&STEEL CHANNELS 1/2"STEEL PLATE WELDED IN51DE LOGO(2'-10 5/16"H x 4'-51/32"W) DETAIL 1 -ALUMINUM BOX 0.040 PAINTED WHITE SCALE:1" —1'-0" 5EE DETAIL 1 -3/16"MOLDED WHITE ACRYLIC FACE WITH RED 1113�6 #3650-43 VINYL APPLIED ON FIRST 5URFACE. -F-TRIM RETAINER PAINTED WHITE -ILLUMINATED BY LED 5Y5TEM CHANNEL LETTER5(12"H) -ALUMINUM BOX.040 PAINTED WHITE -F-TRIM RETAINER PAINTED WHITE D -3/16"WHITE ACRYLIC FACE5 WITH RED i i 2"k7 STEEL ROD(TYP.) #3630-43 VINYL APPLIED ON FIRST SURFACE i i -ILLUMINATED BY LED 5Y5TEM ; WHITE FI13ERGLA55 (TOP&BOTTOM) O WHITE ALUMINUM PANEL STUD I ; 16 ga. STEEL SHEET BAFFLE I SEE DETAIL 2 i 7"x 7"x 3/16"tk STEEL POST 16 ga. STEEL SHEET BAFFLE WELDED �� m 711 ON STEEL POST&STEEL CHANNELS 7"x 7"x 3/16"tk STEEL P05T w DETAIL 2 _ k2'- 5 MASTER POWER 5UPLYSCALE:1" =1'-O" Cz"0 STEEL ROD(TYP.)1"x 2"x 1/8"tk. STEEL"C"CHANNEL 6" 1"x 2"x 8'tk STEEL"C"CHANNEL7"x 7"x 3/16"tk STEEL P05T SECTION B-B BA5E COVER MADE OF 7/8 WHITE FI13ERGLA55 PANEL _____i _ i ALUMINIUM 1"x 1"x 8'x 2"long. STEEL ANGLE WELDED ON PANEL r�_ _____ I SECTION A-A 1"x 1"x 8'GALVALUME TUBING WELDED ON PANEL WHITE FI13ERGLA55 13A5E COVER I 1 (4) 1"0 x 60" LONG ANCHOR BOLT5 STEEL PLATE 16"x 16"x 1"thk DETAIL 11 SCALE:3/4" =1'-0" 1 1 ENSEIGNES +MUND AVENUE f PAMSON E O(506) 35-5 06 CANADA.E3V 3A4 Te115061735.5506+:. Fax(506)737-1732 SIGN GROUP 1-800-561-9798 IL EST CONVENU QUE LE CLIENT EST ENTIEREMENT IT IS AGREED THAT THE CLIENT IS ENTIRELY CLIENT: TOYOTA THIS PYLON HAS BEEN DESIGNED FOR RESPONSABLED'INSTALLERLA BASE DEBETON RESPONSIBLE TO INSTALL THE CONCRETE BASE AS SITE: VARIOUS PAR/BY: SELON LES DESSINS TECHNIQUES OU EQUIVALENTS PER ENSEIGNES PATTISON SIGN GROUP TECHNICAL WIND PRESSURE UP TO 0.5 kpa FOURNIS PAR ENSEIGNES PATTISON SIGN GROUP. DRAWINGS OR THE EQUIVALENT.WHERE AN EXISTING CONSULTANT DATE: / / LORS DE L'UTILISATION DUNE BASE EXISTANTE,LE BASE IS USED,THE CLIENT AGREES TO CHECK IF THE CLIENT S'ENGAGE A VERIFIER SI CE77E BASE DE CONCRETE BASE CAN SUPPORT THE SIGN AS DATE: 05/MAY/2003 1 PAGE:. BETON PEUT SUPPORTER L'ENSEIGNE TELLE QUE SUPPLIED BY ENSEIGNES PATTISON SIGN GROUP. �1 CONTRAT/CONTRACT: FOURNIE PAR ENSEIGNES PATTISON SIGN GROUP. ENSEIGNES PATTISON SIGN GROUP WILL NOT SCALE/ECH: Approbation / Approval AUCUINERESPONISABILITSON N GROUP N'ACCEPTERA ACCEPT ANY LIABILITY. PROJ.: BY/PAR : DATE: / / www.pattisonsign.com Scaled by: J. Restrepo CE DESSIN EST LA PROPRIETE EXCLUSIVE D'ENSEIGNES PATTISON SIGN GROUP. TOUTE REPRODUCTION TOTALE OU PARTIELLE EST STRICTEMENT INTERDITE SANS L'AUTORISATION ECRITE DE LA COMPAGNIE. ALL RIGHTS RESERVED,NO PART OF THIS DRAWING MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM ENSEIGNES PATTISON SIGN GROUP. PYLON MODEL 612 WHTIE FI13ERGLA55 PANEL WHTIE FIBERGLA55 BAFFLE (TOP&BOTTOM) 7"x 7"x 3/16"tk STEEL F05T 21"0 STEEL ROD 16 ga. STEEL SHEET BAFFLE PLASTIC EXTRUSION CAP -- -21 ---------------tj ------ -- -------- _ _C9 i 1 N 0 L------------------ ---------------- SEE DETAILS O�NF.4 SNAP PLASTIC EXTRUSION 1"x 2"x 8'tk STEEL"C"CHANNEL SECTION C-C 1 PIECE APPLY ON 1"x 1"ANGLE& SCALE:1/2"=1'-0" 1 PIECE APPLY ON 16 ga.STEEL BAFFLE HVM OCTOPUS TRANSFORMER WHITE FIBERGLA55 BAFFLE (TOP&BOTTOM) (1 HVM BY NEON BORDER) 2'6 STEEL ROD 16 ga.STEEL SHEET BAFFLE SEE DETAIL 6(TYP.) 7"x 7"X 16'tk STEEL POST WHITE FIBERGLA55 PANEL =-=== =========== =======______ SEE DETAIL 7 —� 8' NEON 1"x 2"x BORDER 3/16" BACKED-UP FLAT 2447 8'tk STEEL"G"CHANNEL ACRYLIC(CERTIFIED LOGO) 5NAF PLASTIC EXTRUSION 1 PIECE APPLY ON 1"x 1"ANGLE& SECTION D-D INSIDE BOX FIXED ON POST 1 PIECE APPLY ON 16 ga. STEEL BAFFLE SCALE:1/2"=1'-0" 16" 12" Ilk (4)1 "0 x 60"LONG ANCHOR 5OLT5 c/c O 1"tk STEEL PLATE 7"x 7"x 3/16"tk STEEL POST <9 c� HOLE FOR 1 1/2"6 ELECTRICAL CONDUIT -2147— O O 3/8"tk STEEL GU55ET DETAIL 4 SCALE:1 =1-0 - PLASTIC EXTRUDED ALUM. BRACKET EXTRUSION CAP WHITE IBERGLA55 PANEL 4�2 16 ga. STEEL SHEET BAFFLE 7"x 7"x 16"tk STEEL F05T _ I ___ 1"x 2"x 8'tk STEEL"C"CHANNEL 3/16" BACKED-UF FLAT 2447 --------- ACRYLIC (CERTIFIED LOGO) N ----------------------- 6-5"WHITE 15mm NEON BORDER � Z'.Pl STEEL ROD WHITE FIBERGLASS PANEL L--- ----- 21/4 WHITE FI13ERGLA55 BAFFLE DETAIL 7 LIN51 DE BOX FIXED ON P05T SCALE:3"=1'-0" 16 ga. STEEL SHEET BAFFLE DETAIL 6 IL EST CONVENU QUE LE CLIENT EST ENTIEREMENT RESPONSABLE D'INSTALLER LA BASE DE BETON SELON LES DESSINS TECHNIQUES OU EQUIVALENTS FOURNIS PAR ENSEIGNES PATTISON SIGN GROUP. ENSEIGNES 113,"a AVENUE - - LORS DE L'UTILISATION DUNE BASE EASTANTE,LE EDMUNDSTON NO CLIENT GE VERIFIER SI CETTE BASE DE ��I�O� CANADA.E3.3A . BETON PEUT EUT SUPPORTER RTER L'ENSEIGNE TELLS OUE Tel 15061 735550 6 FOURNIE PAR ENSEIGNES PATTISON SIGN GROUP. Fax(506)737-1732 ENSEIGNES PATrISON SIGN GROUP N'ACCEPTERA SIGN GROUP 1.800-561-9798 AUCUNE RESPONSABILITE. /+ IT IS AGREED THATTHE CLIENT IS ENTIRELY CLIENT: =FTOYOTA THIS PYLON HAS BEEN DESIGNED FOR RESPONSIBLE TO INSTALL THE CONCRETE BASE AS SITE: VARIOUS WIND PRESSURE UP TO 0.5 k a PAR/BY: PER ENSEIGNES PATTISON SIGN GROU,TECHNICAL p DRAWINGS OR THE EQUIVALENT.WHERE AN EXISTING CONSULTANT: DATE: / / BASE IS USED,THE CLIENT AGREES TO CHECK IF THE CONCRETE BASE CAN SUPPORT THE SIGN AS DATE: 05/MAY/2003 PAGE: 0 CONTRAT/CONTRACT: SUPPLIED BY ENSEIGNES PATTISON SIGN GROUP. ENSEIGNES PATTISON SIGN GROUP WILLNOT SCALE/ECH: INDICATED ACCEPT ANY LIABILITY. - Approbation / Approval PROJ.: BY/PAR : DATE: / / www.pattisonsign.com Scaled by:J. Restrepo CE DESSIN EST LA PROPRI&E EXCLUSIVE D'ENSEIGNES PATTISON SIGN GROUP. TOUTE REPRODUCTION TOTALS OU PARTIELLE EST STRICTEMENT INTERDITE SANS L'AUTORISATION ECRITE DE LA COMPAGNIE. ALL RIGHTS RESERVED,NO PART OF THIS DRAWING MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM ENSEIGNES PATTISON SIGN GROUP. F-6-1.02 OPENING 16 ga. STEEL 21/16 x 1 1/32" PYLON MODEL 612• • SHEET BAFFLE WHITE FIBERGLASS BAFFLE N FABRICATED OR EXTRUDED ALUM:"Z" �{ 1"x 1 1/2"x 8'GALV. SHIM 16"or 10" BRACKET TOP w 7"x 7"x 3/16"tk STEEL 1105T ----- --- 1/2' 7M WHITE FIBERGLASS BAFFLE I • 1 x1"x1/81,x I 1 oN long. ALUM.ANGLE j III I �- 1';' SNAP PLASTIC EXTRUSION SNAP PLASTIC x 1"x 1/8"x 3"Ion ALUM. ANGLE EXTRU510N i i�i i BOTTOM 9 POST i i ii i 16 ga. STEEL SHEET.13AFFLE I I I I GALV. SHIM 16 ga. BAFFLE DETAIL 3 SNAP PLASTIC i i li i WHITE FIBERGLA55'PANEL 1 I 1 I .. EXTRUSION ------------------ s � L� -,- TOP VIEW co d LD 6-7 7/16" L TOP PANEL -- SCALE:1/2"=1'-0° 4- 16" 4 ISOMETRIC VIEW L o Lc' U _N 6-7 7/16" o ° BOTTOM PANEL . SCALE:1/2"=1'-0" PAR/BY: w j r h DATE: / / � 'ENSEIGNES eonnuNDsroN"Ne ��I�O� CANADA.E3-3A6 - CONTRAT/CONTRACT: T.1(506)7371732 N SIGN GROUP 1800-567.9798 IL EST CONVENU QUE LE CLIENT EST ENTItREMENT IT IS AGREED THAT THE CLIENT IS ENTIRELY CLIENT: TOYOTA - �+-� RESPONSABLE D'INSTALLER LA BASE DE BETON RESPONSIBLE TO INSTALL THE CONCRETE BASE AS SITE: VARIOUS THIS PYLON HAS BEEN DESIGN ED FOR SELON LES DESSINS TECHNIQUES OU EQUIVALENTS PER ENSEIGNES PATTISON SIGN GROUP TECHNICAL FOURNIS PAR ENSEIGNES PATTISON SIGN GROUP. DRAWINGS OR THE EQUIVALENT. WHERE AN EXISTING CONSULTANT: - LORS DE L'UTILISATION D'UNE BASE EXISTANTE,LE BASE IS USED,THE CLIENT AGREES TO CHECK IF THE WIND PRESSURE UP TO 0.5 ICpa CLIENT S'ENGAGE A VERIFIER SI CETTE BASE DE CONCRETE BASE CAN SUPPORT THE SIGN AS DATE 05/MAY/2003 PAGE: BETON PEUT SUPPORTER L'ENSEIGNE TELLE QUE SUPPLIED BY ENSEIGNES PATTISON SIGN GROUP. - FOURNIE PAR ENSEIGNES PATTISON SIGN GROUP. ENSEIGNES PATTISON SIGN GROUP WILL NOT SCALE/ECH: INDICATED Approbation / Approval ENSEIGNES PATTISON SIGN GROUP N'ACCEPTERA ACCEPT ANY LIABILITY. AUCUNE RESPONSABILITE. P ROJ.: BY/PAR : DATE: / / www.pattisonsign.com Scaled by: J. Restrepo CE DESSIN EST LA PROPRIETE EXCLUSIVE D'ENSEIGNES PATnSON SIGN GROUP. TOUTE REPRODUCTION TOTALE OU PARTIELLE EST STRICTEMENT INTERDITE SANS L'AUTORISATION ECRITE DE LA COMPAGNIE. ALL RIGHTS RESERVED,NO PART OF THIS DRAWING MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM ENSEIGNES PATTISON SIGN GROUP. PYLON MODEL 612 N 3"x6"x3/8 STEEL TUBING 4"x 4"x 1/4"STEEL ANGLE SUPPORT o 2 " � )3/4 STEEL P LA TE5 WITH 3/4"o BOLT5 5 x E x 3/16 . STEEL POST d °O o 0 . o CV 0 0 4"x 4"x 1/4"5TEEL ANGLE 5UPPORT STEEL SUPPORTS jIft IL EST CONVENU OUE LE CLIENT EST ENTIEREMENT RESPONSABLE D'INSTALLER LA BASE DE BETON ` - - SELON LES DESSINS TECHNIQUES OU EQUIVALENTS FOURNIS PAR ENSEIGNES PATTISON SIGN GROUP. ENSEIGNES - 113,"a AVENUE _ LORS DE L'UTILISATION D'UNE BASE EXISTANTE,LE ETTE BASE DE EDMUNDSTON,NB• BETON PEUTT SUPPORTER FL'ENSECI TELLS DUE DA j pq�/SON. CANA :E3-V 3A4 6 Tel ADD 73 FOURNIE PAR ENSEIGNES PATTISON SIGN GROUP. Fax(506)737-1732 ENSEIGNES PATTISON SIGN GROUP N'ACCEPTERA SIGN GROUP 1-800-561-9798 AUCUNE RESPONSABILITE. /+ IT IS AGREED THAT THE CLIENT IS ENTIRELY CLIENT: - TOYOTA RESPONSIBLE TO INSTALL THE CONCRETE BASE AS SITE: 11 VARIOUS THIS PYLON HAS BEEN DESIGNED FOR PAR/BY: T PER ENSEIGNES PATTISON SIGN GROUP TECHNICAL WIND PRESSURE UP TO O.5 IC a DRAWINGS OR THE EQUIVALENT. WHERE AN EXISTING CONSULTANT: jF p DATE: / / BASE IS USED,THE CLIENT AGREES TO CHECK IF THE Y CONCRETE BASE CAN SUPPORT THE SIGN AS DATE: 11 05/MAY/2003 PAGE: 0 CONTRAT/CONTRACT: SUPPLIED BY ENSEIGNES PATTISON SIGN GROUP. ENSEIGNES PATTISON SIGN GROUP WILL NOT SCALE/ECH: 1/4" = 1' Approbation / Approval ACCEPT ANY LIABILITY. PROJ.: BY/PAR: DATE: / www.pattisonsign.com Scaled by: J. Restrepo CE DESSIN EST LA PROPRIETE EXCLUSIVE D'ENSEIGNES PATTISON SIGN GROUP. TOUTE REPRODUCTION TOTALE OU PARTIELLE EST STRICTEMENT INTERDITE SANS L'AUTORISATION ECRITE DE LA COMPAGNIE. ALL RIGHTS RESERVED,NO PART OF.THIS DRAWING MAY BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM ENSEIGNES PATTISON SIGN GROUP. F-6-1.02 . .. ,. - _ 1 � !1 HATHAWAY 2� � , 1 v�L ` / ENGINEERED P0140S FILTER FABRIC o°O° 1 1 00_- OLD 3" PEASTONE Rr t32 QO�� 0. oo ��_-i °a� .75-1.5" STONE �o LOCUS I / o MAXIMIZER ° UNIT a \ �g`'� C 3 PROVIDE SPLASHBLOCKS Rr°G `r AND GRAVEL UNDER INVERT (TYP.) e��s., �A"OUGti4 E cx SECTION A-A �� PROPOSED DRAINAGE TRENCH SCALE 1"=2' 3'WIDE X 2' DEEP LEACHING TRENCH CONSISTING T (E niF+1Q EACH E UNITS DRAINAGE DETAIL iYITIi i' OF STONE ON EACH END AND BOTTOM R AT \ f \, FILTER FABRIC ON TOP, SEE DETAIL. EL. 50.5' T / E �` \ 4"os SCH40 PVC f � LOCUS MAP 1"=2000 A \S S,ss ss A \ s9 \ \ PROPOSED DRAINAGE TRENCH EDG (7) MAXIMIZER UNITS / T SAVE W/1' STONE ON ENDS f \ SEE CROSS SECTION DETAIL / f `` Ap`, BOTTOM MAXIMIZERS AT EL.53.4' / � `Nk tpt � •9,?, / l F:JyCE s- x t• 13 TTOM MAXIMIZERS AT MAP 294 PCL 66 A / FNp� \ EL. 51.0' JAN MONTAGNA SYMBOLS KEY: r 1•. �£NcrN ' . 52.0' > EXISTING 6" CAL. TREE o' INV. 52.2' �1 l I �.y f- �----_ _ \ PROVIDE WYE CLEANOUT /PROPOSED / _ TO GRADE AT ELBOW ■ EXISTING CATCH BASIN DUAREAER O.H. ELEC.. - - ` 4 O ED E P ASSESSORS MAP 294. PARCEL 3 PARCEL D (LESS .29 AC. TAKING) PS 106 PG 119 �v> / GATE \`� OA PLAN REFERENCES: PB 106 PG 119 PB 274 PG 99 EXISTING LIGHTPOLE ^ / 1 CORR. HOPE PIPE AT 1% LOST SPACE \�/ o \ yp TUBE 172 1 FLOOD ZONE C 58 f \C>O ZONING DISTRICTS: B. HB, IND. - � PROPOSED CONTOUR I V. 4.4 SCH 4 PVC A MAP 294 PCL 3 \ \ 0 BUILDING ZONE B REGULATIONS: EXIST. 6' CHAINLINK f \ �pNNECT 0 GUTT S BOTH SIDES FENCE (TYP.) LOT AREA \ \ MIN. LOT SIZE: - 7-\ f" MIN. FRONTAGE: 20' -55--- EXISTING CONTOUR / f / 1 17,$77 SQ ft \ N \ SETBACKS: FRONT: 100' RT.132) 2.71 acres - / SIDE: S / \ �j' INV. 52.5 REAR: - I MAX. COVERAGE BY BUILDINGS: - O EXISTING SEWER MANHOLE J //INV.54.6 f \ \\ / BUILDING ZONE HB REGULATIONS: MIN. LOT SIZE: 40,000 S.F. MIN. FRONTAGE: 20' MIN. WIDTH: 100' / f /7G01 INV.=5 .0 \ SETBACKS. PROPOSED CAPE C 0 BERM ALONG \/ EXISTI G EDGE OF PAR I \AS SHOWN i \ \ FRONT: 100' (RT.132) SIDE: 30' REAR: 20' MAX. VERAGE BY BUILDINGS: 30% MOVE LIGHT \ l \NDUS / .47 BUILDING ZONE IND REGULATIONS: 'ZC MIN. LOT SIZE: 90,000 S.F. -� ASS\ MIN. WIDTHA20020' / V`f f \'� \ h f -1- ti \ SETBACKS: EXIST. FRONT: 60' GATE fl \ - \\ '' / I SIDE: 30' REAR: 30' MAX. COVERAGE BY BUILDINGS. 30% so 3.5.2,6)OVERLAY PROTECTION DISTRICT: GP MAP 294 PCL 2 / �� \ ^ \INV.52.7 MAX. IMPERVIOUS LOT COVERAGE: 50% RODNEY CORSON / EXISTING / ?` / \ 30% OF LOT NATURAL UPLAND / DUMPSTER 1 �• / AREA -C ` `~ / \ h / MAP 294 PCL 4 SITE DATA. TOTAL LOT AREA (100% UPLAND):115,573 S.F. GIBBPROPOSED ADDITION / �y CORPS MANAGEMENT TOTAL EXISTING BUILDING AREA: 9,878 S.F. / ! �j`•I / / / PROPOSED AODITION AREA: 5,600 S.F. / PROP. SLAB EL.=58.90' Co j \ / / TOTAL PROPOSED BUILDING AREA. 15,478 S.F. LOT COVERAGE BY BUILDINGS: EXISTING: 8% a? , 1 PROPOSED: 13% Cl) 5600 SF I \ \ / PROPOSED v / 26 \ ` CATCH BASIN / J EXISTING IMPERVIOUS AREA: 84,783 S.F.(72%) 0' EXIST PORTABLF. 1 I, � F&G 55.2' PROPOSED IMPERVIOUS AREA: 84,783 S.F. (72%) / STORAGE UNIT ' i; PROPOSED 57 f PERVIOUS UPLAND: 33,094 S.F.+/- (28%) 6"4SDR35 FLOOR:DRAIN / + J f PARKING: 77 SPACES REQUIRED / AT 1% PITCH, CONNECT \' \ 1 i 209 SPACES.EXISTING i 'TO EXISTING FLOOR DRAIN ( �� nv�iN� 11 ' 198 SPACES PROPOSED / MON. 70 1' AT ELBOW IF DEPTH ALLOWS, / 1y v^p (MANY VALET SIZE) ELSE RUN STRAIGHT TO OIL 1 \ / 1 v HANDICAPPED: 2 SPACES PROVIDED WELL ' °D :SEPARATOR AT 1% MIN. CURRENT USE: AR DEALERSHIP PROPOSED USE: CCAR DEALERSHIP UPOLE / N^/ ' Off' I / j /; / l� OWNER OF RECORD: JAYBIL REALTY TRUST, JACK CARTER & WILLIAM MIHARMON TRUSTEES. APPLICANT: HYANNIS TOYOTA CONTACT: JACK CARTER. PRESIDENT 775-1230 MON. 1 WELL f #1 1 1' EXISTING METAL BUILDING 1 i 1 " HYANNIS >> GAS 1 Y>N�SS' METER HYANNIS TOYOTA WETLAND SLAB EL.=58.90' ss� t NOTE: INVERT AT LEAST 9878 SF o 1 3.6' BELOW #3 \ WATER EL. 37.9 1/27/97 #7 1 � EXISTING / 1 / DRAINAGE CALCULATIONS: �W OIL/WATER��\l / ' / #4 ` f ROOF DRAIN: (NEW ROOF AREA = 5600 SF) W C V>YR Q SEPARATOR / r RATIONAL METHOD 25 YR. STORM Q=CIA 0 0=0.9(51N/HR)(5600/43560)(60)(7.48)=260 GPM 260/0.7=371 SF LEACHING AREA REQ. UPOLE �` 4' l 1 ! USE 1 LEACHING TRENCH (7 MAXIMIZER UNITS) / � EFFECTIVE LENGTH=52.75' WIDTH=3' DEPTH=2' 381 SF > 371 SF O.K. DRAINAGE CALCULATIONS. NORTHERLY PARKING AREA: CN=(.3(2615)+.9(13699))/16314=.8 RATIONAL METHOD 25 YR. STORM O=CIA 0=0.8(3.81N/HR)(1 63 1 4/43560)(60)(7.48)=511 GPM #5 -`-J EA REO. USE/11 LEACHING TRENCH (10.7=730 SF LEACHING 4RMAXIM MAXIMIZER UNITS) lb, EXIST CONC EFFECTIVE LENGTH=103.5' WIDTH=3' DEPTH=2' SIDEW 737 SF > 730 SF O.K. / O / 59 CAPE COD BERM H2O FRAME & GRATE 00000 MORTAR ALL COMPONENTS $°$��. 9� 5 �-?o°` t2"'0 HOPE IN PLACE °O°„ `L" O��EZS) 6" IF REQ. GROUT - - " ` �,��:� '. :,• i �- -12"'0 HDPE ELBOW , EXISTING SEWER ,// j i j; `� \\ r / Gl LINES FROM T.O.B. �y�/ \. / INSTALLATION SKETCH // f S r / EXISTING STRIPING (TYP.) / o DRILL (2) 2"s� VENTHOLES "LINHARES" HCB-1000 cD 1,000 GAL. PRECAST � -�/ CONCRETE 3" TOYOTA SIGN j/ , ! CATCH BASIN ' / © 5� • OR EQUAL. 5" •\C 10, 5'-6" 6" CRUSHED STONE BASE •\9I,I, .96,, / NOTE: 1. OUTLET PIPE SHALL BE MORTARED IN PLACE INSIDE AND OUT. 2. SET CASTINGS IN A FULL MORTAR BED 8°� �`'. ,' CATCH BASIN DETAIL \ t v DMH / VISIBILITY TRIANGLE (TYP.) \`\ y6 ASPH. CURB 1! ' `\ DM 4T,1�'` �✓ EXI 6 o IE SEWER ASBUILT TBM21 0 64 1010 CROW/ ( P PK IN UPOLE #561/2 �' SITE PLAN Y ELEV. = 58.95' Ln SHOWING PROPOSED ADDITION s� AND SITE IMPROVEMENTS GENERAL NOTES : AT # t02O RT. 132 HYANNIS , MASS . 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS PREPARED FOR APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING �j�j off 508-362-4541 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE H YA 1 tl 1 7 I S T O YO TA fax 508 362-9880 (1-800-322-4844) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABE SUBDIVISION REGULATIONS 20 0 20 40 60 Feet AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS down cape engineering, Inc. FOR BRIDGES AND HIGHWAYS AND\OR THE MASS. STATE BUILDING CODE. 3. ALL RUNOFF TO BE CONTAINED ON LOCUS. SCALE: 1" = 20' DATE: FEBRUARY 18, 1997 CIVIL ENGINE E R S 4. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. LAND SURVEYORS 5. 4" LOAM AND SEED ALL DISTURBED AREAS; EROSION ��OF A/lc"y N Of CONTROL NETTING ON ALL SLOPES > 10%. 6. VERTICAL DATUM NGVD FROM SEWER AS BUILT PLANS. 939 main st. yarmouth, ma 02675 7. FLOOR L`RA1N CONSTRUCTION AND MATERIALS TO CONFORM �" TO THE TOWN OF BARNSTABLE DPW SPECIFICATIONS FOR BUILDING SEWER CONNECTIONS DATED WINTER '96. p Jam, !i0. � Cil`t gs DATE H. OJ 0 I 97-013 - 1 dip os !1 HATHAWAY y��( / ENGINEERED PONDS Pp FILTER FABRIC 9p , 0 0 0 0 0 0 \ 00 ��//VV I I o 3" PEASTONE OLD hT OCP�� - _1 000 \ �, 00. � • 1.3 �� 00 '-' 0 75-1.5 TONE' S LOCUS O MAXIMIZER 0 0 UNIT i —C--- 7E 7 3 ��,� 6 PROVIDE o RT ��w �� 3' AND GR VE UN UNDER p l Y \ J� �� SECTION A—A INVERT 2TYP.) 4 VO \ \\ \ J O`H RO / 1 2 �p s / ` \ �� PROPOSER DRAINAGE TRENCH s / �- �� ~ 3'WIDE X DEEP LEACHING TRENCH SCALE 1"=Z' CONSISTR( S N E UNITS WITH V f' TONE O EACH ND AND DRAINAGE DETAIL BOTTOM\MAXI�TZERS'AT \` FILTER FAHR1C ON TOP, SEE DETAIL. h EL. 50.5 THIS END- LOCUS MAP ,"=200o iVENT WITH 4'0 SCH40 PVC PROPOSED DRAINAGE TRENCH Epr (7) MAXIMIZER UNITS / r Pad 74 W.11' STONE ON ENDS ! / •aT UV/TS SEE CROSS SECTION DETAIL ; i / ck ?25• `90 BOTTOM MAXIMIZERS AT EL.53 4' ��NK 70, 93. i A l FE`VC 5 } 7 B TTOM MAXIMIZERS AT �, i i E C Q MAP )-1 PCL 6tl '� l � 4 E^lD EL. 51 0' TAN MUN'fAGNA I ' SY�IIBOLS h'EY: - 1� / r \ \ \ eFF �f"�Tti \ INV,s2.0' l INV. 52.2' ( r EXISTING 6" CAL. TREE VJ� PROVIDE WYE CLEANOUT /PROPOSED TO GRADE AT ELBOW - - - - - - / _ - - - � '� . '�•`,. OEXISTING CATCH BASIN ^ 1I DU AM PEAER - - O.H._ELEC_ ASSESSORS MAP 294, PARCEL 3 / GATE /// �p PARCEL D (LESS .29 AC. TAKING) PS 106 PG 119 2 / A PLAN REFERENCES: PS 106 PG 119 \ \ PB 274 PG 99 EXISTING UGHTPOLE // I • CORR HOPE PIPE AT 1% LOST SPACE, / ^ \ r / -58 IMP j / e ��, TUBE 172 FLOOD ZONE C PROPOSED CONTOUR 1 rn/54 4 MAP 294 PCL 3 \ / p �. �� ZONING DISTRICTS: B. H8, IND. 1 f 67n SCH a PVC A 29: f EXIST. 6' CHAINLINK / r O \ �� ",A BUILDING ZONE 8 REGULATIONS: NNECT O GUTTE S BOTH/SIDES ( ) L T AREA \ / y� MIN LOT SIZE. I / FENCE TYP. —55— EXISTING CONTOUR ! /' 1 17,877 sq �fE 1 \ �.`. 'r MIN. FPL't1TAGE: 20' SETBACKS: I / 7 ; X o ' FRONT: 100' RT.132 2.71 acre4 ( , !off / SIDE: ( > SO EmSTvr4G SEWER MANHOLE f / 4'�/'f �� / - _ REAR: O 1P1V 5 g , _ \ I / 9�' \ INV. 52 5l MAX. COVERAGE BY BUILDINGS: ` BUILDING ZONE H8 REGULATIONS: I MIN. LOT SIZE: 40,000 S.F. MIN. FRONTAGE: 20' , O.C. /. INV.=5 .0 \ / MIN. WIDTH: 100' PROPOSED CAPE C D BERM ALONG \ SETBACKS: / / `� / FRONT: 100' (RT.132) / w/ / % ExISTI G EDGE OF PARI�I \ AS SHOWN / \ I SIDE: 30' e \ j REAR: 20' cv I / I,I, MAX. COVERAGE BY BUILDINGS: 30% � e to C. �/ �s� % / MOVE LIGHT \\ \ OG / Al/ � � I / ` I / e(T\5'!R BUILDING ZONE IND REGULATIONS: MIN LOT SIZE:\ sIN�S,S 44 MIN. FRONTAGE: 20'00 S.F. / U/ / - \ h� \ 1— - MIN. WIDTH: 200' SETBACKS: i / EXIST. / / 1 t,/ FRONT: 60' \ tt /! GATE/ /' — \ \ / 1 1 SIDE: 30' REAR: 30' MAX. COVERAGE BY BUILDINGS: 30% I 3.5.2,6)OVERLAY PROTECTION DISTRICT: GP MAP 294 PCL 2 / / ,� / i \INV.52.7 { RODNEY CORSON ��/ EX MAX. IMPERVIOUS LOT COVERAGE: 509. ISTING DUMPSTER ', 30% OF LOT NATURAL UPLAND AREA \ �/ % / / MAP 294 PCL 4 SITE DATA.- TOTAL LOT AREA (100% UPLAND):1 15,573 S.F. �. GIBBSPROPOSED ADDITION / I CORP. MANAGEMENT PROPOSED ADDITION OAREA: 5,600 S.F. all / / \ CORP. nOP. SLAB EL.=58.90I c 1 / TOTAL PROPOSED BUILDING AREA: 15,478 S.F. N /'' I { / LOT COVERAGE BY BUILDINGS: EXISTING: o c7 5600 SF /// PROPOSED // I PROPOSED 13% 1 CATCH BASIN I 1 e6 0' EXIST PORTABLE EXISTING IMPERVIOUS AREA: 84,783 S.F.(72%) 1 / F&G 55.2' PROPOSED IMPERVIOUS AREA: 84.783 S.F. (72%) STORAGE UNIT / PROPOSED 57 / PERVIOUS UPLAND: 33.094 S.F+/- (28%) / !(( 6"oSDR35 FLOOR DRAIN -PACES REQUIRED / i I AT 1% PITCH, CONNECT / / / / � �Pw TO EXISTING FLOOR DRAIN ' ! --- „� i ,:'`� �MON. 1' 1 AT ELBOW IF DEPTH ALLOW;, IAArJr ':ABET ;ICE) ELSE RUN STRAIGHT TO OIL WELL Ln COSEPARATOR AT 1 MIN. ' I / ; HANDICAPPED: 2 SPACES PROVIDED CURRENT SE: CAR DEALERSHIP PROPOSED UUSE: CAR DEALERSHIP 1 UPOLE OWNER OF RECORD: JAYBIL REALTY TRUST, 0 �•` / Oco ./ nF� 3 JACK CARTER & WILLIAM MIHARMON TRUSTEES. I 1 _ ` \v APPLICANT: HYANNIS TOYOTA 1 / CONTACT: JACK CARTER, PRESIDENT 775-1230 MON. WELL 1 r� 1 j ^ EXISTING MET; ` BUILDING GAS << HYANNIS TOYOTA' �, , \ !Y/l� /il `�000 SFf 1 � I j• SS' METER W ETLAND T �s!tiF 2 SLAB EL.=58.91? 1 NOTE: INVERT AT LEAST �j!� / Q) 9878 SF 3,6' BELOW GRADE /I #3 i WATER 'L. ; EXISTING - W i 1 / DRAINAGE CALCULATIONS: L; OIL/WATER ROOF CRAIN: (NEN ROOF AREA = `rip COVER 0 :F) U / CONIC SEPARATOR . < \� I 11 RATICNAL METHOD 25 rR ',TCPIA Q-CLA W ( 1 0=0 3(51N/HR)(56G0/41560)(a01(/ tN) =2,,o M '601') =571 -F I .il'.•Rn ,•I.A t:LO. -_-- •�� _ ,a / 115E 1 _LNCHING IRENI_Fi 17 MA.IMIZER 1,1111 .j EFFECTVE LE'IGTH=52.75' NIDTH-5' CLPTH 381 SF > 371 SF 13 K ORAIt-IAI; IALCULATIONS '111RTHERI.Y �115 j•i /' \ r ! CN=( 3(2615)r 9(1 3699))/1631 4= ,i RATIONAL METHOD 25 YR. STORM Q=CAA Q=0.8(3.81N/HR)(1 63 1 4/43560)(60)(7.48)=511 GPM ¢ , /; ,� 11 -� /0. 30 SF LEACHING AREA RED. 8 USE i LEACHING TRENCH (14 MAXIMIZER UNITS) n CO NC. k EFFECTIVE LENGTH=103.5' WIDTH=3' DEPTH=2' �lN,Wal 737 SF > 730 SF O.K. -% i a L CAPE COD BERM 1 H2O FRAME & GRATE / // MORTAR ALL COM• tJENTS 000CQ KAa.lIJSTITV .00C IN PLA _O.-Oon A 12"0 HDPE IF REO. N GROUT � EXISTING SEWER ` / ' Cl ['IT12"O HDPE ELBOW LINES FROM TO d INSTALLATION `_'F:F'T' 1: (Dat 'I o DRILL (2) 2"0 �— VENTHOlEO I r� "LINH ARES" I HCB-1000 O 1,000 GAL. / - PRECAST CONCRETE 3.. / TOYOTA SIGN CATCH BASIN ! 1 i � 11 I � � OR EQUAL. / \ S 1 I r \ I7 r // o" CRUSHED STONE BASE �N `� '1 49e' \ ' NOTE: q �, , 1 I � 1 Oil III I / 1. OUTLET PIPE SHALL BE MORTARED IN PLACE INSIDE AND OUT. 2. SET CASTINGS IN A FULL MORTAR BED hk ; CA7H BASIN Dr- TAIL 6901 VISIBILITY ,� DMH /" A-411 CURS / TRIANGLE (TYP.) I _ DMH / I I FAO" EXISr 6'o\ TREE EWER ASBUL TBM214 O !1•0 CROWN' ( Y P.) UP•LE #5' 1/2 ELEV. 58 s i TE P L A N P SHOWING PROPOSED ADDITION AND SITE IMPROVEMENTS GENERAL NOTES : AT # 1020 RT . 132 HYANNIS , MASS . \� 1 THE LOCATION of ExlsnNc UNDERGROUND UTILInES SHOWN ON THIS PLAN I`� 11 APPROXIMATE. PRIOR TO ANY EXC VATII';N 11N THIS SITE, THE EXCAVATI`II, I� f-'11R 1_4I CIDNTRACTOR SHALL MAKE THE REQUIRED ,'2 HOUR NOTIFICATION TO DIG %•r• r r ��TT11 1 1. 503 30_ y6 THE CONSTRUCTION AREA FOR VERIFICAnGN OF LOCATIONS.c0 (I 800-322-4844) AND ANY OTHER UTILITIES WHICH MAY HAVE CABIN. PIPE A ,� L V l�_S" 1101 �� I t>� EQUIPMENT IN 111 1 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATICNS 20 0 20 40 60 Feet AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS t I own cape engineering, inc. FOR BRIDGES AND HIGHWAYS AND\OR THE MASS. STATE BUILDING CODE. 3. ALL RUNOFF TO BE CONTAINED ON LOCUS. SCALE: 1" = 20' DATE: FEBRUARY 18, 1997 CIVIL ENGINEERS 4. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS LAND SURVEYORS 5. 4" LOAM AND SEED ALL DISTURBED AREAS; EROSION CONTROL NETTING ON ALL SLOPES > 10%. xN OF A(� Of 6. VERTICAL DATUM NGVD FROM SEWER AS BUILT PLANS. o�� /AWE 74- ,� yG 939 main st. yarmouth, ma 02675 7. FLOOR DRAIN CONSTRUCTION AND MATERIALS TO CONFORM F1. �_ s TO THE TOWN OF BARNSTABLE DPW SPECIFICATIONS FOR S �A `" � C BUILDING SEWER CONNECTIONS DATED WINTER '96. DATE f AL H. OJ �,� co 0 9 -01 I _ 0 _ II)o Yp _ °s ENGINEERED N HATHAWAY ,�/' \ FILTER FABRIC PONDS 'Po ---- ----_.. i .t ' io' TO �t,p� I \ y o°00 3' PEASfONE J �. 75- 1 5' STONE �o LOCUS ZER o -- — I �G�� I ( - PROVIDE SPLASHBLOCKS INYERGI TYP )UNDER `° PROPOSED DRAINAGE TRENCH i SECTION A—A 3'WIDE X 2' DEEP LEACHING TRENCH I• SCALE 1"=2 o° CONSISTING OF (14) MAXIMIZER UNITS WITH i AB STONE O EACH END AND l� DRAINAGE DETAIL BOTTOM MAXIMIZERS AT FILTER FABRIC ON TOP. SEE DETAIL. EL. 50.5' THIS END MA I--, , VENT WITH 4'0 SCH40 PVC (F� c i = UvC --- ` A� I i PROPOSED DRAINAGE TRENCH (7) MAXIMIZER UNITS A Iq W;'V STONE ON ENDSA\E qT SEE CROSS SECTION DETAIL / T BOTTOM MAXIMIZERS AT F1.53 �NI`IAII A A �/ // £q fi BOTTOM MAXIMIZERS AT MAP 294 PCL 66 / rYO, EL 51 0' JAN MONTAGNA SYMBOL ',' KEY: INV. 52.0' EXISTING 6" CAL. TREE ^' �� } INV. PROVIDE WYE CLEANOUT TO GRADE AT ELBOW _ I PROPOSED / / �r� -- �. � I 'I EXISTING CATCH BASIN v /DUAREAER _ O H_ELEC 1 ..�� ,• i ,� Jul �'��,� ��vE p ! ASSESSORS MAP 294, PARCEL 3 / it �\ V \ '� GATE � � � \ PARCEL D (LESS .29 AC. TAKING) Pb 106 PG 119 `\ \`\A PLAN REFERENCES. PS 106 PC 119 PROPOSED CAT�'H BAS:I4 2 PB 274 aG 99 I LOST SPACE �� ✓ ^ 12 0 CORR. HDPE PIPE AT 1% I ! ( e TUBE 172 / / 58 ,� fTl P) / ��'O FLOOD OSTR DISTRICTS B. HB, IND NEC EXtSTINCi LIGHTPOLE J MAP 294 PCL :3 \ l , � fNV 54 4 / 1 (y T EXIST 8' CNAiNLINK i LOT .�REt� I / ! \ ` BUILDING ZONE B REGULATIONS 6' SCH 4( PVC A 2Z / / / \ f MIN LOT SIZE: - I�r— PROPOSED CONTOUR ' �1`N`'-T ,(r 'BUTT S � yi SIDES FENCE (TYP ) � / ji , -- � �ti MIN. FRONTAGE: 20' �_ i R, ' ^ / v` SETBACKS 32 p`T' l , N / i AA RvWT 100- (RT.132) 55 EXISTING CONTOUR 1 SIDE - / REAR /INV_54.6 1 / ! / j ? INV. 52.5 I MAX. COVERAGE BY BUILDINGS. - S � / � i 'cS �---� � BUILDING ZONE HB REGULATIONS MIN SEWER MANHOLE `\� 1 , MIN LOT SIZE 40,OOd S�. MIN WIDTH FRONTAGE: 20' PROPOSED CAPE COD BERM ALONG 11\\ SETBACKS FYISTI G EDGE OF PARKING AS SHOWN ! i / FRONT 100' (RT 132) SIDE 30' I REAR 20' o Fi' --MOVE LIGHT i / 11 ! /�+ ` �/ I,r� MAX COVERAGE BY BUILDINGS. 30% 9UILD!NG Z N tN REGULATIONS: MIN. LOT SIZE- 5 000 F ! /I / \ he ` MIN WIDTH: 200' MIN FRONTAGE: 20' C EXIST / v, SETBACKS ! GATE '� � ' / / � r FRONT 60' SIDE. 30 �� REAR. 30' MAX. COVERAGE BY BUILDINGS: 30% 0 MAP 294 PCL 2 ! '` / / / % ! \\INV.52 7 j 3.5 2.6)OVERLAY PROTECTION DISTRICT GP l �; / — I MAX IMPERVIOUS LOT COVERAGE 50% KODNEY CORSON t EL7ST1 N' ` �� "`�„� UUMPSTF.T: ` / (/ ! 30% OF LOT NATURAL UPLAND ( / / AREA „ ` �� _ \ �� MAP 294 PCL 4 i TOTALSITE DATA: LOT AREA (1007 UPLAND).1 15,573 S.F. GIBBS! PROPOSED ADDITION % 0 1 `' J / if CORP MANAGEMENT I TOTA EXISTING BUILDING AREA 9,878 SF I PROPOSED ADDITION AREA 5,600 S F PROP. SLAB EL.=58.90' m r`� / �� TOTAL PROPOSEC BUILDING AREA: 15,478 S.F. IIIII ., LOT COVERAGE BY BUILDINGS EXISTING: 8% / 5600 S� ' >/ PROPOSED - \ 11 I PROPOSED 13% v - c'g n -CLEANOUT TEE A7 EXTE R WAL \` CATCH BASIN EXISTING I P '_ _ E $ NG M ERVIOUS AREA. 84,783 S.F.i72y EXIST PORTABLE WITH H 20 CODER TO G ADE I , ( ) F&G 55 2' PROPOSED IMPERVIOUS AREA 84,783 S F (72%) ! STORAGE UNIT �� PROPOSED ( 57 / / I / I PERVIOUS UPLAND 33,094 S F+/- (28%) 6"0 SDR35 FLOOR DRAIN / AT 1% PITCH, CONNECT / PARKING 77 SPACES REQUIRED 209 SPACES EXISTING TO EXISTING FLOOR DRAIN AT ELBOW IF DEPTH ALLOWS, 198 SPACES PROPOSED MON O 1 / , (MANHOI F RFp) ^v ^ - I (MANY VALE' SIZE) `` ELSE RUN STRAIGHT TO OIL ^'r m SEPARATOR AT 7 MIN. ` !/ HANDICAPPED: 2 SPACES PRO'VtDED (NO MANHOLE r CURRENT USE AR DEALERSHIP UPOLE PROPOSED USE: CAR DEALERSHIP OWNER OF RECORD JA'rBIL REALTY TRUST, In , r r i JACK CARTER & WILLIAM MIHARMON TRUSTEES. �. / I APPLICANT. HYANNIS TOYOTA CONTACT. JACF'' CARTER, PRESIDENT 775-1230 PROP. SHRUBS \�j MON. I WELL - I PROPRSED MANHvLE .A,;NAGE _ALCU ATIONS ,4 FORM UP INVERTS - ` '01F DRAIN !NEW ROOF AREA 5600 SF) ! v" !' P I RATIONAL METHOD 25 YR. STORM Q=CIA r TO FULL PIPE HE ANT � i ]'� l i = _ 0 0 9(51N/HR)(5600/43560)(60)(7.48j 260 GPM o _ 6,T C 260/0 7-371 SF LEACH,NC AREA REQ USE I" r ! T T EFFECTIVEALENGTH-CHING 52 75' WIDTH-3' NCH 1ZDEPTH-2'ER 1 HY AN NI.-. TOYOTA _ I S' 38t SF > 37t SF OK j - LOW AREA � ! I DRAINAGE CALCULATIONS: NORTHERLY PARKING AREA�LAd C _58 90 j A� CN=(-3(26t5)+9(t3649))/16314=.8 7 'INES-1 I NOTE NVERT AT LEAST -_1 / WATER EL j ! 98• 5F a Y AS-BUILT 3.6' BELOW GRADE `7 37 g I/2�/97 ttt ( RATIONAL METHOD 25 YR. STORM 0 iA J ` �` �•`` t I 0=0.8(3 81N/HR)(16314;43560)(60)(7 48)=51 1 GPM AP REO USE LEACO SF H!NG TRENCH LEACHING"14 MAX MIZER UNITS) y �-_`� r _ -- / �`•�... �- G"� � ! � EFFECTIVE LENGTH=103.5' WIDTH=3' DEPTH_2' 737 cF > 730 SF O K / EXISi'I?vG � r CON( /' OiL/WATER` - ; COMB � f SEPARATOR ! t J UPOLE r / CAPE COD BERM H2O FRAME & GRATE / � _ "• 00000 CONC �`�_ 1� `� I MORTAR N PLACE COMPONENTS o I a ' STrN�� 6., `� CJ` S�E S / Ugp�LK.� 2 1 �' l 12"0 HDPE `- ` IF REO.� se GROUT ' . 12"0 HDPE ELBOW DRILL (2) 2"0 N I � VENTHOLES I �� "LINHARES" HCB-1000 `D / III 1,000 GAL. \ EXISTING SEWER ` h I I PRECAST '. �• �-`'v,_� � `� ( 1 CONCRETE 3" r r CATCH BASIN LINES FROM T.O.B. \ 36 \ ^ S S i / INSTALLATION SKETCH OR EQUAL. EXISTING STRIPING 6" CRUSHED STONE SASE NOTE: _\ TOYOTA SIGN / i ( • 4i / J / l 1. OUTLET PIPE SHALL BE MORTARED IN PLACE !NSICE AND OIJT I P I 2 SET CASTINGS IN A FULL MORTAR BED �-; DAS1N � ETA � L /0, PROPOSED PLANTINGS a� ---- --- -- -------- - --- — A — Q� I T�•� � `,. � J � (12) 2'0 ARB01�1TAES AT 25 O C r ,. 6" DENSE GRADED CRUSHED STONE (60 - �� H-20 COVER ON TOPCOAT AND 2" METAL COVER 1 L / CLEANOUT TEE BINDER (TYPE 11) TO GRADE O �✓ `� 1 Sr / cu}� SAB AT EL. 58.90, ± + /58.5 MATT r' EXISTING 58 PROPOSED DMH i% I IN FROM FLOOR DRAINS `- ----SLOPE 6"� SDR 35 PIP i 4 OfA. ASTM C-478 I + ASPH CURB ONLY, NO TOILETS--/ E ,�P ! SEWER MANHOLE [EXISTING 3.6 TRIANGLE (TYP.) 6 �� ! -- s. _`_- -- SEE TOB SPECS WATER �\ I SEPARATOR DMH J .75'CRUSHED STONE-TYPE A _ G � � SEE TOB SPECS. FORM WYE AT EXISTING � � FORM BRICK INVERT \ } FLOOR DRAIN ELBOW SEE'TOB SPECSTO FULL HEIGHT OF PIPE i FOUNDATION 69' -----— MANHOLE 33 SEPARATOR JEMER DETAIL _ 9T 1�� EXIST 6'0 TREE - --— - -- - --- --- - SEWER ASBUILT TBM214 ' C'�\ 1010 CROW i PK IN UPOLE N56 V2 .Qp� ELEV = 58.95� SITE PLAN 1 THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING �110�'YIiV17 PROPOSED ADDITION off 508-362-4541 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE fax 508 362-988C (1-800-322-4844) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONST X-ION AREA FOR VERIFICATION Of LOCATIONS. A V D SITE IMPROVEMENT'S. 2 ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BA.RNSTABLE SUBDIVISION REGULAPONSAND\ /� T O O R 1 J do wn cape engln eenng, inc. FOR BRIDGES AND THE SH!GHWAYSSADDPORT THE TMASS PUBLIC OF T TE BUILDING CODEKS D SPECIFICATIONS L 1 1 T T 1 v 3 ALL RUNOFF TO BE CONTAINED ON LOCUS ��,tN Uf ��pC�N OF ,yqf�` H ,^ N 1\ I, ' ( I� CIVIL ENGINEERS 4 ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS ?Da ARNE �yG � ARNE ti � 1 1 y 1P1RVE1P\jAiRED FOR'j y� LAND SURVEYORS 5. 4" LOAM AND SEED ALL DISTURBED AREAS: EROSION $ CIVIL N No.26sa8 y CONTROL NETTING ON ALL SLOPES > 10'. 792 9�T OJALA woe H T A ]Cl T`7� ,r j �I T f� T /1 J A F 9FG/STERwlY 1 \d/ \Y/ 1 1�® 1 I`l/ Z) /lJ ` 6 VERTICAL DATUM NGVD FROM SEWER AS BUILT PLANS. .➢ J Q 939 main st. Yarmouth, ma O'675 �F FQSTER�° Q s'�Nq� LArloso 7. CONTRACTOR TO FLOOR DRAIN INVERTS PRIOR TO START OF CONSTRUCTION �BNAL ENGX� 2O O V 40 6(D Feet 8. FLOOR DRAIN CONSTRUCTION AND MATERIALS TO CONFORM TO THE TOWN OF BARNSTABLE DPW SPECIFICATIONS FOR ��'' — SCALE. 1" -= 20' DATE FEBRLrARY 18, 1997 BUILDING SEWER CONNECTIONS DATED WINTER '96. = ARNE H. OJ.ALA, P.L.S.. REVISED MARCH 29, 1997 c' ., 0 y -fi13 t` rn ------------ vtl .7. vi t IF, Aj 1 j,7 12" WALL , WAH 4" X 4"-NOTCH FOR ...... WALLS) 5 DOOR TRACK (NOT,REQ'D. IN,8 ao, 0 201 Qll lol— '20o on 20p 011 206 0" OPENING WIDTH FRAMED L 3� 19D 311 6 ' KI I L' I N c FRAMED' OPENING DETA KER WA PASS DOOR CUT OUT IN ' KI'CKER WALL LL oc) 04 \X/ �_l L LMS I INU 7 AMERICAN BUILDING nN'FLR ELEV b 1OW-011 04 EXISI ING tsulLUING AMERICAN L'L 60 00-- c D ANCHOR BOLT PLAN LAN ROOF FRAMING R R + + + + 911 21 4 OF - -1 -1 �lj 411 2111 �11 0.6 4tl El 4,1 21 ��Tet 61, Z==M DETAIL @ LINE- A5 DETAIL, @ U-NE D5 DETAIL @ LINE Al DETAIL @ LINE� 0 1 1 12114 411 2 2 1/2" PROJEC11ON 9 _ qua 71 E ' SPAC spee 'bid 0 ln�o M. + + gs � -A- 3 711 ta fax 508-880 . 0500,�� 5— 0_ 8�� 3 unton',, mass. DETAIL @ LINES� A2— A4,D2— D4 CA ISSUEDAE BUILDER . 4 T S- BLDGS SPACE DkAWN� PAUL U NO. REVISION DATE AW PROJECT: HYANNIS TOYOTk' DATt"Ok .3 A. 'A- U 7 411 �_Dl q3 CHECKED Y:illl At DRA ER ANCHOR BOLT DETAIL . 3 HYANNIS. MA LOCATION, DETAIL 11 N ES B 1 C 1 �OF�'�3 DETAIL .�@ ,_LNES B-50 C5'. . 4 7!P 'j T DRAWING TITLE, , ,ANCHOR,,, BOL OB 'NUMBER" 5 'ROOF rFRAMING4'P ,.,AN ` 611