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Home My WebLink About0010 LOWELL AVENUE -� � � � � y�1�� ,�� n R C�� , ,` ��_� � � i _ k �,"� a .. s � � � _ Final Construction Control Document N W To be submitted at completion of construction by a W Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Visitor Grandstand Date: 30-Nov-2020 Permit No. Property Address: tL—we ll=P-ark;�Lowell_Ave,.Cotuit;Barnstable,MA 02635 Project: Check(x) one or both as applicable: New construction Project description: New Timber Grandstand on Visiting Team Dugout Side I Christopher M Carbone MA Registration Number: 50936 Expiration date: 06/30/2020 ,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning Architectural Structural Mechanical Fire Protection Electrical Other:Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet" or i' - - Digitally signed by Christopher M. 0 PAS electronic signature and seal: Christopher M �� # Carbone,PE �pti DN•cn=Christopher M.Carbone,PE, 1� 1 Op Carbone, P E °-Benno risc@b °°' c c -�'""ema 1=chrisc@bensonwood.com,c=US L c Date:2020.11.03 12:28:38-05'00' J Phone number:603-756-3600x134 Email:chrisc@bensonwood.com �FFSSIONA�� Building Official Use Only D Z Building Official Name: Permit No.: Date: Version 01 01 2018 Construction Control Progress Checklist H W To be submitted at completion of required site reviews for w construction progress per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 SVeV Project Title: Visitor Grandstand Date: 03-Nov-2020 Permit No. Property Address: Lowell Park,Lowell Ave, Cotuit,Barnstable,MA 02635 I, Christopher M Carbone, MA Registration Number: 50936 Expiration date: 06/30/2022 am a registered design professional and I or my designee have observed the following work, and to the best of my knowledge, information, and belief the construction work indicated below has been performed in a manner consistent with the approved plans and specifications: Required Site Review and Documentation for Portions or Phases of Construction ie ' to be`�erfoimed li the a " ro'hate re 'stered desi rofessionafor'his/her desi ee or M.6:L.c 112N§81R contractor Site Review and Documentation X Site Review and Documentation X Soil condition and analysis Energy Efficiency Requirements Footing and Foundation,including Reinforcement and N Fire Alarm Installation2 Foundation attachment Concrete Floor and Under Floor Fire Suppression Installation3 Lowest Floor Flood Elevation Field Re orts5 Structural Frame-wall/floor/roof X Carbon Monoxide Detection S stem4 Lath and Plaster/Gypsum Seismic reinforcement Fire Resistant Wall/Partitions framing emu,,,. Smoke Control Systems(Special Inspection per Sections 909.3 and 909.18.8) AM;,.." Fire Resistant Wall/Partitions finish attachments Smoke and Heat Vents Above Ceiling inspection Accessibility 521 CMR) Fire Blocking/Stopping System Other: " Emergency Lighting/Exit Si na e Means of Egress Com onenets Special Inspections(Section 1704): Roofing,coping/System Venting Systems kitchen and cleanouts,chemical,fume Mechanical Systems 1.Indicate with an'x'the work you reviewed for compliance with the approved plans and specifications and describe in detail below. 2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13,13R,131),14,15,17,20,241,etc.-test and acceptance documentation 4.Include NFPA 720 Record of Completion and Inspection and Test Form 5.Include field reports and related documentation 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and field inspections. Description of Construction Work Observeda: ` t i Digitally signed by Christopher M. p (" *(I W1�VeTti nn' Carbone,PE a. Describe insufficient detail the work (i.e. foundation steel reinfoifii 1 ,• ' y�{dl, �petat�ctundpb)st®n1®a�b�e, on the project site,and list if applicable,the submittal documents E�Fi� �tlp�io w Ma lNOMP 9.9m,C=us I reviewed the concrete site report and inspected the installed timber structure for {,,- Date:2020.11.0312:29:26-05'00' conformace with the plans and engineering intent. OF ,4 Enter in the space to the right a"wet"or electronic signature and seal: Phone number: 603-756-3600 x134 Email:chrisc@bensonwood.com 0 s Building Official Use Only v BuildingOfficial Name: Permit No.: Date: FGISSti �� FFSSIONA�� Version 01 01 2018 1070 ll- v �- f Massachusetts Tfie .Gonst'ruct;ion Testing P,.66p16., -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 10-08-2019 Report No. 13 Distribution Copy Job Number 23122 Project 186 Onset Avenue, Onset (Wareham) MA. Fuccillo Ready Mix Onset Bay Discovery Center(Buzzards Bay) Contractor The Valle Group Concrete Co. P.A. Landers ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" 1 No. Of Sets: 3 CUBIC YARDS: 27 SET 1 LOCATION: Slab on qrade, column line B at 2 Total, - 'U1 llt t ��.��.✓ � usu� e�a�,�ws asp P�"�� *'�%� a w a u ., ,.. � :m Slum in. 6 1 2 Lab Size Area,, , Date Date y Age LoacF Load Fracture : Air Temp. F. 61 r. _, (sq��n.) Condrtion �Cast Tested Days (Ibs. ,.„� (psi.) TYRe Conc Temp F 70 B241 4.00 x 8.00 12.57 Good 10/08/19 10/15/19 7 32,000 2,550 1 Truck No. 28 B242 4.00 x 8.00 1 12.57 Good 10/08/19 10/22/19 14 45,000 3,580 5 Ticket No. 7517 B243 4.00 x 8.00 12.57 Good 10/08/19 11/05/19 28 57,000 4,530 1 Time 8:45 B244 4.00 x 8.00 12.57 Good 10/08/19 11/05/1 8 55,000 4,380 z Unit Wtlbslcu ft B245 4.00 x 8.00 12.57 Good 10/08/19 11/05/19 28 58,000 4,610 4 Air Content(%) SET 2 LOCATION: Slab on rade, column line B at 7 �� bra . ,,,„ a a Total Unit �'wo -w a�� zx r^ � +� � � Slump In. 6 Eab ��a Size ° Area 'Dafe Date Ages,,, Load Load- Fractures Air Temp.(F.) 61 �w hay mow• (sq:4 onditign' Cast Testetl ^ �~ '~=Days�,w -w(Ibs:) (psi) Type Conc Temp F 71 B266 4.00 x 8.00 12.57 Good 10/08/19 10/15/19 7 29,000 2,310 4 Truck No. 37 B267 4.00 x 8.00 12.57 Good 10/08/19 10/22/19 14 42,000 3,340 4 Ticket No. 3582 B268 4.00 x 8.00 12.57 Good 10/08/19 11/05/19 28 57,500 4,570 4 Time 10:30 B269 4.00 x 8.00 12.57 Good 10/08/19 11/05/19 28 55,000 4,380 2 Unit Wtlbs/cuft 2270 4.00 x 8.00 12.57 Good 10/08/19 11/05/19 28 60,000 4,770 3 Air Content(%) SET 3 LOCATION: Slab on qrade, column line D at 12 Tota t Slum in. 6 1 4 Lab , Size Area Dates Date Age Loatl Load Fracture Air Temp. F. 61 ,-(sq.*in) COndLt Cast �Tes�ted ` " Da s, fibs � � l �,l,,,� . Y ,,,�_.fibs.),, (psi.) ype: Conc Temp F 71 B261 4.00 x 8.00 12.57 Good 10/08/19 10/15/19 7 30,000 2,390 3 Truck No. 19 B262 4.00 x 8.00 1 12.57 1 Good 10/08/19 10/22/19 14 1 44,000 3,500 4 Ticket No. 7518 B263 4.00 x 8.00 12.57 Good 10/08/19 11/05/19 28 57,000 4,530 2 Time 11;00 B264 4.00 x 8.00 12.57 Good 10/08/19 11/05/19 28 60,000 4,770 5 Unit Wtlbslcu ft B265 4.00 x 8.00 12.57 Good 10/08/19 11/05/19 28 61,000 4,850 4 Air Content(%) GENERAL REMARKS: Cylinders received on 10/10/2019. u ~Premiufn � `Travel Name= Tune.; Hours �Tlme Zean Bradley No Min Day 1 Hr(s) i ;�, � �f'Massachusetts 'Tlhe C"o6 truction Testing People` Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7765(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 10-08-2019 Report No. 13 Distribution Copy Job Number 23122 Project 186 Onset Avenue, Onset (Wareham) MA. Onset Bay Discovery Center(Buzzards Bay) Contractor The Valle Group Concrete Co. P.A. Landers .REVIEWED BY: Bryan M. Crabtree G FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is 126 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Buzzards Bay Coalition Mark Rasmussen The Valle Group Andrew Sequin Becker Structural Engineering Paul Becker Richard Renner Architects Richard Renner Becker Structural Alex Wheelock Fuccillo Concrete David Fuccillo The Valle Group Chris Girard f Mas`sachuse:ttli 'The Construction Testing P"eople' Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 10-08-2019 Report No. 13 Distribution Copy Job Number 23122 Project 186 Onset Avenue, Onset (Wareham) MA. Onset Bay Discovery Center(Buzzards Bay) Contractor The Valle Group Concrete CO. P,A. Landers FIELD SUMMARY REPORT 'Total Pour: Slab on grade, column lines A-F at 1-13 Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification(in.) 4-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 10-0 8-2 019 Report No. 13 Job Number 23122 Project 186 Onset Avenue, Onset (Wareham) MA. Attachment Onset Bay Discovery Center(Buzzards Bay Of 0 h m hu. 9 'fhb C&nstyutfian Testing 4a Page# i' , DAILY REPORT OF CONCRETE POUR PROJECT NAME:_ D% Ph PROJECT NO.: DATE: p f AIR TEMP.: TOTAL YARDS: .LOCATION OF POUR: Load & Slump Batching Batching Time In Yards Concrete I % of Ticket# I No. of Truck Inches In Out Minutes Temp. Air Cylinders Z 12 I 71A 1 %'.5� 1 1 170 1 1 A_s 37 w to 1 I I- I l s I s i I i I I I i l i l I I I INSPECTOR:_ 13� �� _REMARK j2J I ��U 5 Richardson Lane, Stoneham, Massachusetts 021180 (781) 438-7755 Fax (7811 438-6216 i Town of Barnstable Building ter.• �. ,� .,�..... �, �,„.-.� ,��:° Post,This Card So That it is Visible'From_the Street Approved"Plans Must be Retained on Job and this Card Must be Kept MASK PostARN ed Until Final Inspection Has.Been Made , a �_ Permit ° . Where a Certificate of.Oc ncy is Required,such.6u t ingshall Not�be Occupied until a Final Inspection has been matte Permit No. B-20-960 Applicant Name: RICHARD M CAPEN Approvals Date Issued: 04/10/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 10/10/2020 Foundation: Location: 10 LOWELL AVENUE,COTUIT Map/Lot: 036-038 Zoning District: RF Sheathing: Owner on Record: BARNSTABLE,TOWN OF(MUN) Contractor,Name:N RICHARD M CAPEN Framing: 1 Address: 367 MAIN STREET ContractorLicense: CS-089273 2 HYANNIS, MA 02601 "" ° Est. ProjecfCost: $500,000.00 Chimney: Description: remove existing metal grandstands and footings Excavate for Permit Fee: $4,650.00 foundation walls. Construct new bleachers working in conjunction Insulation: Fee Paid:. $4,650.00 with Bensonwood ¢' Final: .• ` Date:' i 4/10/2020 Project Review Req: SCANNED 6 Plumbing/Gas Rough Plumbing: --- '° Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized,by,this permit is commenced within six,months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted_ Rough Gas: All construction,alterations and changes of use of any building and structuresshall be in compliance with the local zoning by-laws and codes. �. � This permit shall be displayed in a location clearly visible from access street or road and shall be maintained openFinal ,Gas: for public inspection for the entire duration of the ,Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building an Electrical d Fire Officials are provided on this,permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection ,_ mz 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. _-t Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT (�� S Town_of Barnstable Buildl Post This Card=So That it l;Visible Fri) ASS Street Approvetl Plans tained 0r,404,and this Card Must be Kept Posted Unti(vFinal Inspection Has.Been Made � Permit IWhere a:Certificate of Occupancy is Required,such 6uldmg shall Not^be Occupied until a Final Inspection has been made Permit NO. B-20-960 Applicant Name: RICHARD M CAPEN Approvals Date Issued: 04/10/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 10/10/2020 Foundation: Location: 10 LOWELL AVENUE COTUIT Map/Lot 036-038 � Zoning District: RF Sheathing: Owner on Record: BARNSTABLE,TOWN OF(MUN) Contractor Name `,,.RICHARD M CAPEN Framing: 1 Address: 367 MAIN STREET Contractor License'.;CS-089273 2 HYANNIS, MA 02601 Est. Project Cost: $500,000.00 Chimney: Description: remove existing metal grandstands and footings. Excavate for Permit Fee: $4,650.00 t = j Insulation: foundation walls. Construct new bleachers working'in conjunction Fee Paid: $4,650.00 with Bensonwood final: Date: � � 4/10/2020 Project Review Req: Plumbing/Gas Rough Plumbing: ,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is.commenced within`six months after'issuance. All work authorized by this permit shall conform to the approved applicatiomand the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall"be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. E Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the'Building and Fire officials are provided on this,permit. Minimum of Five Call Inspections Required for All Construction Work: "6 Service: 1.Foundation or Footing Rough: g 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: 'Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Commonwealth of Massachusetts * 4 Division of Professional Licensure Construction Board of Building Regulations and Standards Supervisor ConStraitrp Unrestricted -Buildings of any use group which contain �S}�jArvisor less than 35,000 cubic feet(991 cubic meters) of enclosed space. CS-089273 e ,"-" E�,tpires: 11/27/2021 RICHARD M CAPENJ. ! o + r 122 WHITMAR'RD COTUIT MA �® �`'/' j Failure to possess a current edition of the Massachusetts. Commissioner ° I State Building Code is cause for revocation of this license. J For information about this license Call(617)727-3200 or visit www.mass.govldpl ®a Commonwealth of Massachusetts Division of Professional Licensure Construction Supervisor Board of Building Regulations and Standards Unrestricted -Buildings of any use group which contain Constr4lC`tlCta'A%b`0jRryisor less than 35,000 cubic feet(991 cubic meters) of enclosed CS-089273 }* n Aires: 11/27/2021 space. RICHARD M GAPENJ; Ilk WHITMARf RD COTUIT MA 02d635� !+ I 100, + j i 4/f j Failure to possess a current edition of the Massachusetts Commissioner State Building Code is cause for revocation of this license. For information about this license :. _.,:...._... .._._ Call(617)7273200 or visit www,mass.gov/dpl i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesfigadons , IF 600 Washington Street Boston,MA 02111 WWW mass gov/din Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers APPHeant Information Please Print Leaibly Name(Business/Organization/Individual): toe•A..r l� . c�V CO. o c..: Address: 3(0 3 (Q k, City/State/Zip: S-J ►t^ y ✓r''e,�'1" Phone 0: "7 Are you an employer?Check the appropriate box: a of project: u i 1.Q I am a employer with-aOo+ 4. ❑ I am a general contractor and I j (� employees(full and/or part-time)." have hired the sub-contractors 6. (�Neew caastrnction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have S. ®Demolition workingfor mein aci employees and have workers' �Y capacity. comp. �._ 9. ❑Building addition [No workers'comp.insurance required.] S. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.El officers have exercised their I am a homeowner doing all work 11.[1 Plumbing repairs or additions myself[No workers'camp. right of exemption per MGL 12.❑Roof repairs bsunance )t c.152,§1(4),and we have no employees.[No workers' 13.❑Other COMP.insurance required.] *Any applicant that checks box 91 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 hue 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 bave employees,they most provide their workers'comp.policy number. lam an employer that is providing workers'cornpensadon insurance for my employees. Below h the policy and job site information. W Insurance Company Name: H--u Q .!-x T .ems n✓yrj b n�A L- Policy#or Self-ins.Lie.#: P A O a t (p-1 (o-7 Z.b Expiration Date: t l 2 o z l Job Site Address: 10 L,0,,)QA 0-J 4 C City/SuWzip: (.,o't-,_j't T 1N1 Vk O ZC.) - 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 imprisomnent,as well as civrl 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 un#rthepahts and penalties of perjury that the information provided above a true and correct . Si Date: Phone#: '�'U Ofj`I ld use only. Do not write in this area,to be completed by city or town ofjircial 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 M 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 id 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,parlaegship,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 Wu tenand thereto shall not because of such employment be deemed to be air 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,MOL 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-corttractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies alp or Limited Liability Partnerships(LLP)with no employees other than the members or partners,am not required to cry 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 member listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town.Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Ind mUW Accidents Office of Investigations 600 Washington Street Bostm MA 02111 Tel.#617-727-4900 ext 406 or 1-877 MASSAFE Revised 4-24-07 Fax#617 727-7749 www.mass.gov/dia i ROBEBOU-01 MVERTENTES A O° DATE(MM/DDNYYY) CERTIFICATE OF LIABILITY INSURANCE 3/25/2020 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 have ADDITIONAL INSURED provisions or 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 License#1780862 CONTACT Catherine Lawrence HUB International New England PHONE,EXt:(508)235-2207 ac,No 222 Milliken Boulevard E-MAIL Fall River,MA 02721 .catherine.lawrence@hubinternational.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Acadla Insurance Company 31325 INSURED INSURER B:Navigators Insurance Company 42307 24 Greatt Western Road RobertCo.,Inc. INSURER C:Continental Western Insurance Company 10804 P.O.Box 1539 INSURER D:American Guarantee&Liability Insurance Company 26247 Harwich,MA 02645 INSURERE: 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X occuR CPA1301428-29 12/1/2019 12/1/2020 DAMAGE TO RENTEDEMISES $ 250,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�PE� FX LOC PRODUCTS-COMP/OP AGG 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT c ANY AUTO BODILY INJURY Per person) OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ B X UMBRELLA LIAB X OCCUR EACH OCCURRENCE 10,000,000 EXCESS LIAB CLAIMS-MADE CH19EXC8887101V 12/1/2019 12/1/2020 AGGREGATE $ 10,000,000 DIED I I RETENTION$ C WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y� NIA PA0316767-20 1/1/2020 1/1/2021 500,000 OFFICER/MEMBER EXCLUDED? E.L.EACH ACCIDENT (Mandatory in NE) E.L.DISEASE-EA EMPLOYEE 600,000 If yes,describe under 50O OOO DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT A Equipment Floater CIM5182149-15 1211/2019 12/1/2020 Leased/Rented 600,000 D Excess Umbrella AEC4301026-01 12/1/2019 12/1/2020 excess limits 6,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable Recreation Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Elizabeth Lowell Park ACCORDANCE WITH THE POLICY PROVISIONS. 10 Lowell Avenue Cotuit,MA 02635 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD . Request Number: 2,0201305018 Date O3/25/2020 Time 44:14 Latitude: Longitude: State: MASSACHUSETTS Municipality:.BARNSTABLE [Address I Intersection: 10 LOWELL AVE Nearest Cross Street-t:'MAIN ST Nearest Cross Street 2:.PUTNAM AVE [Additional Information:.COTUIT Nature Of Work: DEMO&EXCAVATE-EXISTING GRANDSTANDS REPLACE Area Of Work: RIGHT SIDE OF BALL PARK WHERE METAL GRANDSTANDS ARE [Area Is Premarked: Y Start Date:03/51/2020 Start Time: 08:00 Caller:JANINE G Titlei.ADMIN ASST Return Call:' Fp h .. 508 477-8877.Fax#:508-477-4977 Alt.Phone#:5084778877 [E7=7ilAddress..JGOVONI@ROBERTB'OUR.COM Contractor: OUR,ROBERTB'COMPANY Address: 363 WHITES PATH'.Cht:.'SOUTH YARMOUTH, Stater MA Zip: 02664' Excavator Doing Work: ROBERT B OUR CO Member Utility List " Code Abbreviation Name $B VERIZN VERIZON CH NGRDGS NATIONAL GRID GAS-COLONIAL CL EVERSC EVERS.OURCE,ELECTRIC HK COMGAS COMCAST-MA RJ VERIZN VERIZON This ticket expires exactly 30 days from the following date --03/25/1020 There may be non member utilities in the area that you need to notify. Electric and other utilities may not mark lines they don't own or maintain. You may need to hire a private company to locate these lines. Visit Digsafe.com for more information. Town of Barnstable 6 RA ADM MAM REQUEST TO SURPLUS Date: February 27,2020 To: PROCUREMENT OFFICE Johanna Boucher, Chief Procurement Officer :oh,inn,�.Boucher(rr>lu�vn�b��n�strible.ma.us Amber Patterson, Purchasing Agent sjn�l> i oterson!rr?tt,«n.barnstable.ni�i.us Department/School Location requesting to surplus: Recreation Division The following items)are considered to be: o Obsolete o Broken o No longer needed (Surplus to town needs) List item(s): (Attach separate listing, if more space is needed) **Altrtch photos** Quantity Description Year/Make Serial# Make Model# Est.Value 1 .2007 E&D Specialty Stands Unknown Unknown Unknown Under$10,000 Lowell Park No longer needed(Surplus to town needs) Method of disposal(i.e.TOB transfer station; auction;trade;etc.): Cotuit Athletic Association will dispose of stands.ax ()o COS+ to -K Q. -TOW) 0-F 1BQtn5t'QbU (Note: Town •School employees may not take home surplus supplies) Requesto i nature Title L0, a Supervisors/Department Head Approval Date SUBMIT COMPLETED FORM PROCUREMENT VIA EMAIL SURPLUS DESIGNATION APPROVAL: 31a Ic Joha i a toucher,Chief Procurement Officer Date Email amlyer natter4o►1 r?turvn harn5table.ma.us once disposal has been completed. Issucd 10/9118,Procurcment Oflice THE Tp 0.6.................... Application Number....:. ................... • SCANNED RARNSTABLE4 MAS& Permit Fee....?� —....Zoning District........................ TotalFee Paid............................................................... ...... TOWN OF BARNSTABLE P'ermit Approval by.......11: ... ........ ..........On......Y/1 o(v..... BUILDING PERMIT Map.... ..............Parcel........... ................... APPLICATION Section 1 — Owner's information and Project Location Project Address I Q L a w#_ i I A ve vi si c Village Owners Name Tow, oF -6c).rns+^Z�_e 2eCCe✓s,T'k0%A Owners Legal Address 3(,o-1 mcv,^ Sr (-e_,e:K City !A V,A✓t�is ....State yY1A Zip Owners Cell # E-mail Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet ❑ Single Two Family Dwelling Section 3 — Type of Permit Fj New Construction ❑ Move/Relocate E] Accessory Structure ❑ Change of use Demo/(entire structure) F] Finish Basement El Family/Amnesty Fire Alarm Rebuild El Deck Apartment El Sprinkler System ❑ Addition Fj Retaining wall ❑ Solar 1:1 Renovation F, Pool El Foundation Only Other—Specify Section 4 - Work Description 1?e_*XQVrd C-JC6�tZAS M P-1-A k G C A-vlj d f6on,orr& X C_-A V ycry*—-- -:P7,0 f i__7 a 0 % Ck vok—t i g wQArt\ S o i+r .tx C (A) 0 Y-\ C Qy� V1 0,) Last updated: 1/31/2020 Application Number........ ................................:... Section 5—Detail Cost of Proposed Construction J-00,0 o 0 Square Footage of Project Age of Structure (0 *e'.0!S Dig Safe Number 2 0 2 0 13 a So 18 # Of Bedrooms Existing N A Total# Of Bedrooms (proposed) A)l A 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Efl Design Section 6— Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: Fo,rh (,,J AS'�2 I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8 — Zoning Information Zoning District ? r Proposed Use Lot Area Sq. Ft. 11� I i A Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required '30 Proposed Rear Yard Required Proposed Side Yard Required f J Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 1/31/2020 Application Number.......... Section 9- Construction Supervisor Name 01-101rd Ah Telephone Number 5 o`6 - 3(. � - 12 y 2 Address t L?- (tofll� City State ykiA Zip 01 co 3 S License Number CS D$qal S License Type UAW44Expiration Date �1`2"1�2oZt Contractors Email _ RC;w peen (P rokver;T 6 00C . C,cpr- Cell # �S�j y ��'1 t $off I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 -CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date .3 — z S — Z.&o,z.kz-) Section 10-Home Improvement Contractor L N e Telephone Number f Add ess City State Zip Regis tration Number Expiration Date I under stand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR t e Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and docum ntation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signat- ire Date Section 11 -Home Owners License Exemption i . Home (, wners Name: Telephone Number Cell or Work Number t �l undeerstand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR!the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and r docu' entation required by 780 CMR and the Town of Barnstable. Signature Date F APPLICANT SIGNATURE Signatue Date Print Name 2 o c,\,, � 1 - Telephone Number Sep& 3 6 ? 1 ffO E-mail permit to: R C 0, D 1 Co f 2 T 6 0 J�-L C.P M Last updated: 1/31/2020 Section 12 — Department Sign-Offs ; Health Department ❑ Zoning Board (if required) ❑ `� Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approvak Section 13 — Owner's Authorization I, , 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: (Address of job) Signature of Owner date Print Name 1 a i "i t 5 i s { r Last updated: 1/31/2020 ' 9 Initial Construction Control Document Vill To be submitted with the building permit application by a W Registered Design Professional for woi*per the )dnth edition of the Massachusetts State Building Code, 780 CMR, Section 107' Project Title: Date; Property Address: ) Project: Check(x)one or both as applicable: New construction Existing Construction Project description; C kel5tintice— I MA Registration Number: J Expiration date: ,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to; 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design-professionals in 780 CMR Chapter 17,as applicable. 3, Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 786 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent' comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Cot L, Ir. I'orHt>� Enter in the space to the right a "wet" or :a' ,a BON electronic signature and seal: iu nAL bOD 13�1 No.WOO 60 , ��' Girl 5 t�n 60 Sad c p p� 4ST�a�N Phone number: Email: S/ONAL� Building Official Use Only Building Official Name: Percnit No.: Date: Note 1.Indicate with an'x' project design plans,computations and specifications that you prepared or directly supervised; If'other'is chosen,provide a description. Version 01 01 2018 PROJECT NAME: ADDRESS: • a PERWT# o C3 �} (� 1 3�`► PERMIT DATE: is / M/P: LARGE ROLLED PLANS ARE IN: BOX ,T - . a SLOT Data entered in MAPS program on:. / BY: q/wpfiles/forms/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map b 31Le Parcel 03'K Application Health Division Date Issued 3 /) jai Conservation Division Application Fee l Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address l d In\NUJ- PUP A(,LL Village CD t Ay Owner 1 4)n 0i Q).(,2MS i*J LO_ Address MW R_�� . I l Vl�l � Is Telephone `�� _ 2 yU31�6_ Permit Request Uwe af'1 c� -F�(s tl S r (ov-ld S &U 1 i e-` 5- O t-2V LA-et— DV\ ly pqg-e— tr\ Square feet: 1 st floor: existing roposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 16,0DO 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 k 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(s _ c Number of Baths: Full: existing new Half: existing new Number of Bedrooms: W 14\ existing _new p �� Total Room Count (not including baths): existing N 0 new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other ,ri 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 Telephone Number _ 0 " 4-1 I 0 7 Address CO M OW(A License # I ► n Home Improvement Contractor# �� Worker's Compensation # �ZUS IOC 12 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY \ APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER f "DATE OF INSPECTION: FOUNDATION SD L FRAME INSULATION r i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING `t DATE CLOSED OUT ASSOCIATION PLAN NO. t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 ' www.mass.gov/dia umbers Wor P kers' Com ensation Insurance A Tiidavit: Builders/Contractors/Electricians/PI Pleas Le ibl Applicant Information Name(Business/Organiza6on/Individual): Address: � q �0 _��'—�o l City/State/ZipIrl :�Vl�hIVW)BP YVl4� �� 1 Phone#: 0 0 -- Type of project(required): Are you an employer?Check�Vppropriate box: ' _ ((�J 4. ❑ I am a general contractor and I 6• �w construction I.[ I am a employer with * have hired the sub-contractors ? Remodeling employees(full and/or part-time). listed on the attached sheet.'I 2.❑ I am a,sole proprietor or partner- . These sub-contractors have 8. Q Demolition ship and have nq employees workers'comp.insurance. 9• Q Building addition working for me in any capacity. [No workers' comp.insurance 5• ❑ We are a corporation and its 10.Q Electrical repairs or additions; required.] officers have exercised their 11.Q Plumbing repairs or additions right of exemption per MGL 3.Q lam a homeowner doing all work c• 152,§1(4),•and we have no 12.Q Roof repairs myself. [No workers comp. employees.[No workers' 13•Q Other insurance required.]t 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 comp. policy indicating such. $Contractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'come•policy information. to ees Below is the policy and job site lam an employer that Is providing workers compensation Insurance for my amp y information. A p im 1 'n \ �) �. I� - Insurance Company Name: J�Q l M Expiration Date Policy#or Self-ins.Lic.#: ��'�� ' Job Site Address: I d Uw ,l � — Ila— City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the impos ition 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 certio under the pains and penalties of perjury that the Information provided above is true and correct Si nature: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit(License# Issuing Authority(circle one): 1. Board of health 2.Building Department 3:City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector. 6. other Contact Person: Phone#: CAPEENT-01 DCOSTELLO ACOR E)' DATE(MM/DDIYYYYI CERTIFICATE OF LIABILITY INSURANCE 4/22/2013 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 HE 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)mu is to the st 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 righ certificate holder in lieu of such endorsement(s). NT CT PRODUCER NAME: AX Rogers&Gray Insurance Agency,Inc. PHONE o Ext: Arc No): 434 Rte 134 MAIL South Dennis,MA 02660 ADDRESS: . .. INSURER(S)AFFORDING COVERAGE NAIC q INSURERA:Arbella.Jndemni Insurance INSURED INSURER B: Capewide Enterprises LLC INSURERC: J.P.Macomber&Sons INSURER D: PO Box 763 Centerville,MA 02632 INSURER E: IN F: COVERAGES CERTIFICATE NUMBER: _ ED NAMED ABOVE FO THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE IN NAMED A80VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WTH 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. __ ILTR TYPE OF INSURANCE wS p POLICY NUMBER M/LDD/YYY MWDD EXP LIMITS EACH OCCURRENCE $ 1,000,000 GENERAL LIABILITY 250 8500050813 4/30/2013 4/30/2014 PREMISES(Ea occurrence) $ , A ERCIAL GENERAL LIABILITY — X COMM CLAIMS-MADE ❑X OCCUR MED EXP(Any one person) $ 6,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 G I ' PRODUCTS-COMP/OP AGG $ 2,000,000 EN'L AGGREGATE LIMIT APPLIES PER: i $ POLICY M 9 LOC.. I COMBINED INGLELIMIT 1,000,00D AUTOMOBILE LIABILITY Ea accident $ A ANY AUTO I 5,944400004 412012013 4120/2014 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED I BODILY INJURY(Per accident) $ AUTOS AUTOS TY A $ X HIREDAUTOS X MED AUTOS PER ACCIDENT) AUTOS _.. $ X UMBRELLA LIAR X I OCCUR i EACH OCCURRENCE $ 5,000,000 A EXCESS LIAR 1 CLAIMS-MADE 4600050814 4130/2D13 1 4/30/2014 AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10,000 I $ WORKERS COMPENSATION -i - X TORSTI TUS ER : AND EMPLOYERS LIABILITY SOO,000 A ANY PROPRIETORIPARTNER/EXECUTIVE YIN t g120510412 4114I2013 4/14/2014 E,L,EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? n NIA E.L.DISEASE-EA EMPLOYE $ 50D,000 (Mandatory In NH) I, es describe urxfer i 600,000 DESCRIPTION n OPERATIONSbel� E.L.DISEASE-POLICY:LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) With regard to general liability,blanket additional Insured and blanket waiver of subrogation apply If required by executed signed contract CERTIFICATE HOLDER _ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 13EFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN . ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED/R�E�PRREESEENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Ce tOomUrrwazcae�rll/a o�C��itsa2afiuv -- SZN Office of Consumer Affairs&Business Regulation License or registration valid for individuI use only, OME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: egistratlon: 143358 Type: Office of Consumer Affairs and Business Regulation_ -- xpiration: _7872014 Ltd Liability Corpc: 10 Park Plaza-Suite 5170 Boston,MA 02116 CAPEWIDE ENTERPRI liS,L;L:C; RICHARD CAPEN 4507 R RTE 28 E .COTUIT, MA 02635 Undersecretary Not valid withou gnature Massachusetts -Department of Public Safety Board of Building Regulations and Standards r . Construction Supervisor License: CS Unrestricted-Buildings of any use group which • ,-089273 ��" contain less than 35,000 cubic feet(991m')of RICHARD M CAI$N - - .' enclosed space. 122 WHITMAR Cotuit MA 0263 z Expiration Failure to possess a current edition of the Massachusetts Commissioner 11/27/2015 State Building Code is cause for revocation of this license. , For DPS Uceming information visit: www.Mass.Gov/DPS J s i1 IBRIC38BI Briggs Erg i.neeri . Te.stin December 9, 2013 Cotuit Athletic Association c/o Mr. Paul Logan, V.P. Director 136 Whitmar Road Cotuit, MA 02635 RE: Subsurface Investigation by DCP 12/3/13 Proposed Grandstand at Lowell Park, Cotuit, MA Project Description This project consists of replacing the existing grandstand seating along the third-base foul area at the existing baseball field at the Cotuit Kettleers park. The park is located about 300 feet northeast of the intersection of Lowell Avenue and East Lane from old report in Cotuit. Cotuit is a village within the Town of Barnstable. The park is located about 1.5 mile north of Nantucket Sound and south facing Barnstable beaches. Previous Investigation f Three test borings were conducted at proposed grandstands along the first base (east) side of the field. A report dated August 8, 2013 was submitted by Briggs and indicates that medium dense to very dense sands with trace (up to 10%) gravel and trace to little (5 to 20%) silt was encountered in all borings below surface organic and fill soils. The undisturbed sands were encountered at 1.4 to 9 feet depth below existing grades. The report lists the allowable soil bearing pressure for the undisturbed sandy bearing strata as 5000 pounds per square foot (psf). www.briggsengineering.com 100 Weymouth Street; Unit B1, Rockland, MA 02370• Offices in Boston, MA and Cumberland, RI ph 781-871-6040,fax 781-871-7982 4 . ' 7 Proposed West Grandstand Replacement Kettlers Baseball Field,Cotuit,MA Geotechnical Investigation Report 12/6/13 Page 2 of 5 Purpose of Investigation The purpose of this investigation is to assess subsurface soils and provide recommendations for proposed foundations for the replacement west grandstand, along, the third base side of the existing baseball field. Briggs has reviewed prior test boring data and conducted supplemental investigation by test pitting, and hand shovel probing and Dynamic Cone Penetrometer (DCP) tests. Subsurface Explorations Briggs hand excavated four test pits geographically spaced across the existing west grandstand area. The holes were excavated to 2 feet depth. Dynamic Cone Penetrometer (DCP) tests were accomplished at each test pit location from 22 to depths of 40 to 48 inches below ground surface (BGS). The DCP test is accomplished by driving approximately 1.4-inch diameter steel rods with a roughly 1.6 inch diameter conical shaped driving bit through soils and counting the number of blows per 1.75 inch increment of penetration. The blows per increment are recorded for a three-increment (5.25 inch) penetration. The penetrated soil is then excavated by hand augur or excavator to the next DCP test depth. Briggs augured between each DCP depth with DCP tests accomplished at each foot of depth below 22 . inches BGS. DCP is similar to a standard test boring except the apparatus has thinner diameter equipment and a lighter drop hammer weight to drive the testing equipment. The driving resistance data revealed blow-count data that is correlated to the standard split .spoon sampler N-Value measured via test borings. The estimated N-Values are then used to evaluate allowable soil bearing pressure. Refer to the attached Figure 1 for test pits and DCP test locations: These investigations are detailed as follows: The test pits revealed approximately 5 to 6 inches of topsoil over subsoil or subsoil mixed with topsoil to 20 inches depth underlain by gravelly silty sands. The test pits extended about 2 inches into the undisturbed gravelly silty sands to 22 inches depth. DCP tests were performed in each test pit hole from depths of 22 inches down to' refusals at TP-1 and TP-2 at 42 and 40 inches depth. DCP tests at TP-3 and TP-4 extended to 48 inches depth and were terminated in medium dense undisturbed silty sands. Blow-count data was compared to standard N-Value via test borings and reveal estimated N-Values ranging from 25 to greater than 100. This indicates generally denser undisturbed sandy deposits than encountered in the previous test borings. Proposed West Grandstand Replacement Kettlers Baseball Field,Cotuit,MA Geotechnical Investigation Report 12/6/13 Page 3 of 5 Allowable Soil Bearing Pressure and Estimated Settlement We recommend that the proposed south-west (left field) grandstands will can be supported on spread footings or augured footings using a 5000 psf allowable soil bearing pressure. All footings should extend a minimum 4 feet below proposed finished grade and should have a minimum width or diameter of 2 feet. The base of all excavations should be excavated using a smooth edged bucket or hand shovel to remove all disturbed soils. Subgrade should be viewed by a Geotechnical Engineer or Technician under the direction of the Engineer prior to placing footings. Total settlement of footings on the undisturbed sandy subgrade should be less than 1 inch with differential settlement between footings less than '/Z inch and should pose no structural problems. Excavation and Subgrade Preparation The footing area excavations can be accomplished by excavator or augur as discussed above. Final excavation should be accomplished by a smoth edged bucket or hand shovels so that all loose soils are removed prior to placing footings. The base of all excavations should be viewed by a Geotechnical Engineer or Technician under the direction of the Engineer prior to placing footings. Any groundwater encountered in excavations must be pumped from the excavations prior to placing footings. If the subgrade is softened by the water, then the subgrade should be over-excavated to firm soil and at least 6 inches of% inch minus crushed stone should be spread and compacted to footing grade. The stone should be compacted in maximum one foot thick lifts with each lift being compacted by making at least 4 passes using a plate compactor weighing at least 300 pounds. The excavation and crushed stone placement and compaction should be witnessed by a Geotechnical Engineer or Technician under his direction. Backfilling and Compaction Reused as Granular Fill provided it can be compacted to 95% compaction. Within the areas excavated for footings, walls, and other limited areas where large compaction equipment cannot work, we recommend that the fill be placed in loose lifts no more than six inches in thickness and be compacted with small hand manipulated machines such as pneumatic compactors, vibratory compactors, etc. In areas where large vibratory compactors such as a Raygo 400A or equivalent can be used, we recommend that the loose lift thickness not exceed 12 inches. Proposed West Grandstand Replacement Kettlers Baseball Field,Cotuit,MA Geotechnical Investigation Report 12/6/13 Page 4 of 5 All backfill placed in load bearing areas including under slabs, footings and pavements should be compacted to a minimum of 95% of the maximum dry density as determined by the test designated modified ASTM D1557. The crushed stone requires compaction as described above. No compaction testing will be necessary for the crushed stone fills. Crushed stone fills thicker than 12 inches should be placed in one-foot lifts and be monitored by a Technician or Geotechnical Engineer. Crushed stone should have the following gradation: CRUSHED STONE Percent Passing U.S. Sieve Size & Number Maximum Minimum 1 inch --- 100 3/4 inch 100 90 1/2 inch 50 10 3/8 inch 20 0 No. 4 5 0 Structural Fill should be used for the final one foot of fill under slabs and pavements and should consist of well-graded natural sands and gravel or crushed concrete. Structural Fill should be free from excessive plastic fines, organic matter and deleterious material, and should have the following gradation: RECOMMENDED STRUCTURAL FILL GRADATION Percent Passing U.S. Sieve Size & Number Maximum Minimum 2/3 lift thickness 100 100 1 inch 100 60 No. 4 85 25 No. 20 60 10 No. 50, 35 4 No. 200 8* 0 Granular Fill around proposed footings should consist of well graded natural sands and gravel free from excessive plastic fines, organic matter and deleterious material, and should have the following gradation: 'I . Proposed West Grandstand Replacement Kettlers Baseball Field, Cotuit, MA Geotechnical Investigation Report 12/6/13 Page 5 of 5 RECOMMENDED GRANULAR FILL GRADATION Percent Passing U.S. Sieve Size & Number Maximum Minimum 2/3 lift thickness 100 100 1 inch 100 60 No. 4 90 25 No. 200 25 0 Limitations and Exclusions All the professional opinions presented in this report are based solely on the scope of work conducted and sources referred to in our report. The data presented by Briggs in this report were collected and analyzed using generally accepted industry methods and practices at the time the report was generated. This report represents the conditions, locations, and materials that were observed at the time the field-work was conducted. No inferences regarding other conditions, locations, or materials, at a later or earlier time may be made based on the contents of the report. No other warranty, express or implied is made. This report was prepared for the sole use of our client. The use of this report by anyone other than our client or Briggs is strictly prohibited without the express prior written consent of Briggs. Portions of the report may not be used independently of the entire report. The above recommendations and conclusions are based on our evaluation of the obtained data presented in the text. We would welcome the opportunity to monitor the pertinent phases of the foundation construction; thus, if differences are found between the field conditions described herein and those encountered during construction, we can modify our recommendations in a timely and professional manner. Thank you for engaging our services to undertake this project. If you have any questions, please do not hesitate to contact us at your convenience. Very truly yours, Briggs Engineering & Testing 01 David W. Geisser Project Engineer DWG:dg Enclosures: Figure 1 — Location Sketch r tilt LiurLUI i-u zm Ti 1, UU1/ UU1 Cotuit Fire/Rescue Department FIRE DEPARTMENTS OF THE TOWN OF BAW4v A(P s MU! Fire Prevention Office Hinckley Building 200 Main Street, Hyannis, MA 026017-01 J `1 -``' P" (508) 862-4097 BUILDING CODE COMPLIANCE FORiV Plans dated _2[?SJ3 for the property located at: �;t"`r�.P' also known as !? � t v j L P, ( have been reviewed by of the ❑ Barnstable Q COMMCotuit ❑ Hyannis ❑ West Barnstable Fire Department, tz THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: rl. PE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES Narrative ReportFirefighting & Rescue Access ✓� 3. Hydrant Location &Water Supply 4. Sprinkler Systems ✓ 5. Sprinkler Control Equipment 6, Standpipe Systems 7. Standpipe Valve Locations V 8, Fire Department Connection 9. Fire Protective Signaling System 10. F.P.S.S.& Annunciator Location 11. Smoke Control/Exhaust 12. Smoke Control Equipment Location ' 13. Life Safety System Features 14. Fire Extinguishing Systems 15, F.E.S. Control Equipment Location j 16, Fire Protection Rooms U 17. Fire Protection Equipment Signage 18. Alarm Transmission Method 19. Sequence of Operation Report 20. Acceptance Testing Criteria We believe this document to be complete and com!pliant for the issuance of a building permit. We have completed the acceptan :testing for thelocc p ncy permit and believe that within the scope of the building permit, the above i s' es, in complia ce. r I -ol-►q 400 tBENSON D www.bensonwood.com June 10, 2014 Village of Cotuit Town of Barnstable Building Division 200 Main Street,Hyannis,MA 02601 Re: Cotuit Grandstand at Elizabeth Lowell Park, 10 Lowell Ave,Cotuit Massachusetts 02635 Permit#: 201401354 To Whom It May Concern: As of the date of this letter, the framing and all other structural components have been observed during factory fabrication for the above referenced project,as well,a site observation has been performed. As the Senior Engineer, I hereby certify that the framing components (heavy framing,light frarriixxg, guardrail,benches,etc.) fabricated off-site and installed on site (by Bensonwood) to be accurate and consistent with Bensonwood's stamped Structural Documents originally submitted for Permit on February 13t',2014,and revised on March,26th 2014. Additional minor changes were made since those drawings were issued,and I certify those changes were designed,detailed,and constructed ,under my supervision. These structural changes are incorporated into the document titled Maintenance Manual for the Wooden Grandstands at Elizabeth Lowell Park,Cotuit,MA dated June 05,2014. N OF AMss90 Yours truly, E yGn NWEE 60838 Christopher Carbone,PE, Massachusetts Structural Engineer License# 50936 - Bensonwood 6 Blackjack Crossing •Walpole,NH 03608 •603.756.3600 •Fax:603.756.3200 •info@bensonwood.com TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 11 or Map 6 arcel V l� �Yt �, App Ic # Health Division D°aWisq Conservation Division Application Fee sy ` �� a) Planning Dept. rQit Fee x Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address owe Village Owner rwW- P►E d&_U `ddress� Telephone Permit Requestl� wf A-2.'ra 2��Oa a Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Zat 4_ Groundwater Overlay Project Valuation CAD QCQ- Construction Type /_10U_1e 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 On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Ail)" /2Y/3 4&1.�f,&,0Q 4ikAA Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) �5� l Number of Baths: Full: existing new 0 Half: existing new Number of Bedrooms: existingC2new Total Room Count (not including baths): existing 1�1 new c2- First Floor Room Count Heat Type and Fuel: ❑-G-ass ❑ Oil ❑ Electric ❑ Other NO Central Air: ❑Yes �o Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes 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) Namer � {� � &ep e er �� Address i 15�V 04 2 License #- -1 �vi't2Zvt �� `� Home Improvement Contractor# `,, Worker's Compensation # 5o 7.2 4ni Ul , ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# ` DATE ISSUED RAAP/PARCEL NO. ADDRESS VILLAGE l i OWNER i DATE OF INSPECTION: FOUNDATION Bfb �� 6 ►�.' n� ti=o t wwk_ J FRAME INSULATION b FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t FINAL BUILDING d3�/ DATE CLOSED-OUT ASSOCIATION PLAN NO. t The Commonwealth of Massachusetts Department of Industrial Accidents 4 Office of Investigations ' 600 Washington Street Boston,MA 02111 , www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name (Business/Or, nizE tion/Individual): � �N�� ' �,,J�,��G,�j�►k /f��jd U 0 - �C Address: or"&;,02 rizC_ d✓ City/State/Zip: Phone#: Are yo n employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. 1 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: 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working .for me in any capacity. employees and_have workers", 9 ❑Building addition [No workers' comp,insurance comp.insurance. required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work. officers have exercised their, 11.0 Plumbing repairs or additions right of exemption per MGL m self, o workers com : P P Y [N P 12.0 P Roof repairs msurance required.]t C. 152, §1(4),and we have no employees. [No workers' 13.0 Other . comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit.a new affidavit indicating such. 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 ii the policy and job site information Insurance Company Name: e49(;id 6 WA Policy#or Self-ins.Lic.#: SC e�) ' Q Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as-required under Section 25A of,MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a.copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. . I do hereby certify under the,== nd penalties of perjury that the information provided above is true and correct ..-� Si Date: ! I" Phone#: Official use only. Do not write in this area,to be completed by city or town of -City or Town:_ PermitlLicense# 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#: �VE 'down of Barnstable l Regulatory Services NAB& Thomas F.Geiler' Director 1639. � k Building Division Tom Perry, g Bi ldin 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 h d er of the sub' ct property hereby autaorizepalf, in all matters telative to work authorized by this building permit ® z- JW A (Address of Job) #Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized-until all final inspections are performed and accepted. . L. Signatate of owner. igtatate of Applicant LOGA- Print Name rint Name � t l l Date Q:FORMS:OWNE ?ERMMSI0NP00LS. ' Vn" IDOiIlLJ77.QIP.U/L(6!, &"/U/iGCI�1Ql7.ClLLGfCIIb Office of Cosumer Affairs&Business Regulation License or registration valid for individul use only MEJMPROVEMENT CONTRACTOR before the expiration date. If found return to: a' egistration: IB6362 Type: Once of Consumer Affairs and.Business Regulation ' 10 Park Plaza-Suite 5170 x iratiod. 5/_77L2�Q14 DBA " Boston,MA 02116 BARNES CUSTOM WOODWORK, .a CHARLES BARNES f� , 20 CRUMP RD g ,• ' BOURNE,MA 02532 Undersecretary Not valid without signature N-iassa chu etts- Department o etinl Board of Building Regulations and'Standards ane.ftuttion Supervisor Licenses t ` i_icinse: CS 103412 ripe Acted o 00 , w &iL4RVARD DR �� .� EAST FALMOUTH MA Q2536 Expiration: 9l9P2013 0 Iim uissioeaer Tr#: 1634 Perry, Tom From: Lynch, Tom Sent: Friday, November 02, 2012 11:20 AM ' To: Perry, Tom Cc: Ells, Mark; 'logancapecod@gmail.com` Subject: Lowell Park Building Permit Hi Tom, I am authorizing the work to be performed at the Lowell Park under the direction of the Cotuit Athletic Association. They will be replacing the comfort station and making improvements to the kitchen facilities. The Town of Barnstable has enjoyed a very cooperative relationship with the Cotuit Kettleers and we look forward to seeing these improvements take place. I believe Carey Grover and Charlie Barnes will be making application for the building permit. Thank you for your attention to this matter. Tom Lynch Town Manager c 1 V-1-2012 02:10P FROM:COTUIT FIRE'DEPT 5084280202 TO:15087906230 P.1 Cotuit Fire/Rescue Department FIRE DEPARTMENTS OF THE:TOWN OF BARNS' 1 � e Prevention Office - Hinckley. Building Tyr �_ 200 Main Street, I=lyannis, MA02601 7�t? ;�4� _ � � ' 3` �/ (508) 862-4097 BUILDING CODE COMPLIANCE FORMj1I Plans dated /b' Z— for the property located at J aug t Apt eoJ Ve also known as jE ik Lak.- i tj&*ll d K have been reviewed by.A 1 (�S � of the ❑ Barnstable ❑ COMM Cotuit ❑ Hyannis ❑ West Barnstable Fire Department.- THE CHART BELOW INDICATES THE STATUS OF THE REVIEW' TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report . i 2. Firefighting & Rescue Access -i g 3. Hydrant Location &Water Supply 4.-Sprinkler Systems 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection 9. Fire Protective Signaling System r 10. F.P.S.S. &Annunciator Location 11. Smoke Control/Exhaust 12- Smoke Control Equipment Location _ 13. Life Safety System Features - --- - 14. Fire Extinguishing Systems ✓ — — 15. F.E.S. Control Equipment Location ✓ --- 16. Fire Protection Rooms ✓. 17. Fire Protection Equipment Signage 18. Alarm Transmission Method•. 19. Sequence of Operation Report. 20. Acceptance Testing Criteria - We believe this.document to be complete and compliant for the issuance.of.a building permit: We have comple d the ac ptance testin for=the occupancy permit and`believe that within the scope of the building p r it,'the: Bove issues a e n combliance. CERTIFICATE OF LIABILITY INSURANCE 6/26/2012 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Sherry McNally NAME: y y DFM Insurance Agency, Inc. PHONE • (508)540-4555 a N : (508)540-9255 668 Main Street AND .sherryQcape.com INSURERS AFFORDING COVERAGE "" NAIC# Falmouth MA 02541-0656 INSURERA:Patrons' Group INSURED INSURERB:American Employers Insurance w CHARLES A. BARNES, DBA: Barnes Custom Wood INSURERC: 2 Crump Rd. INSURER D: INSURER E: Bourne MA 02532 INSURERF: �}f COVERAGES CERTIFICATE NUMBER:CL12 62 63 6164 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 NUMBER MM/DPOLICY/YYYY MMI EFF -DDY EXP LTR /YYYY LIMITS LT GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 50,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ A CLAIMS-MADE OCCUR CTROO11551 11/9/2012 11/19/2012 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 X POLICY PRO- F—] LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBEREXCLUDED? N/A �CC 5009248012012 6/1/2012 6/1/2013(Mandatory in NH) E.L.DISEASE-EA EMPLOYEd$ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION (5 0 8) 5 6 3-2 2 6 7 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Peter Coffin Builders ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 77 Pocasset, MA 02559 AUTHORIZED REPRESENTATIVE D McCarthy/SMCNALo ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD / R.O.: 2-5 3, (GRILLE GOAGHES - f R.O.: 2-5 3, (GRILLE m TIL17Y SINK FLOOR MRAI 5-011 51/21, TYPICAL MEN _ - x I I I — li li II 2X5 WALL I I I r 1 I I O O O I • �j!; � E2FP ; I I U 5-0" 12'-(o1/2" PI WOMEN rn FLOOR DRAIN CD TYPICAL ,n )2-0 X 6-5 m r w .5TORAGE TROPHY 015PLAY IT WNA. ..:: ,..:'�.-��,y;_.el 1.. ------ -------- ------ ------- -------------- -------- ------* CU5TOM 5LIDING GLA55 DOORS (TEMP/IMPACT RE515TANT) V-GROOVE OR BEADBOARD 5LIDING BARN DOORS IAI/CAI/I -r—=r 10 A/V A M/l/C 5�-O• - � II a Le 0-4 60' a sw 18' ZZ--- \1 r g N 56. b. x mp OHANDICAP STALL DETAIL 90ALE.9/4'-1'-0' . Page 1 of 1 Grover - E-Mail From: "Paul Log an" 9" <lo anca P @9ecod mail.com> To: "Carey Grover"<grover5@comcast.net> Sent: Friday, November 02, 2012 11:17 AM Subject: Fwd: Lowell Park Building Permit FYI... ----------Forwarded message ---------- From: Lynch, Tom <Tom.Lynch@town.barnstable.ma.us> Date: Fri,Nov 2, 2012 at 11:19 AM Subject: Lowell Park Building Permit To: "Perry, Tom" <Tom.Perrvntown.barnstable.ma.us> Cc: "Ells, Mark" <Mark.Ellsna,town.barnstable.ma.us>, logancapecod@gmail.com Hi Tom, am authorizing the work to be performed at the Lowell Park under the direction of the Cotuit Athletic Association. They will be replacing the comfort station and making improvements to the kitchen facilities. The Town of Barnstable has enjoyed a very cooperative relationship with the Cotuit Kettleers and we look forward to seeing these improvements take place. I believe Carey Grover and Charlie Barnes will be making application for the building permit. Thank you for your attention to this matter. Tom Lynch Town Manager 11/2/2012 �a� Massachusetts Department of Environmental Protection Bureau of Waste Prevention .Air Quality 1 00163253 BP AQ 06 Decal Number Notification Prior to Construction or Demolition Important: A. Applicability When filling out pp t3r 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� J B. General Project Description 1. a. Is this facility fee exempt-city,town, district, municipal housing authority, owner-occupied Instructions residence of four units or less? ✓❑Yes ❑No 1.All sections of b. Provide blanket decal number if applicable: 100163253 this form must be Blanket Decal Number completed in order to comply with the 2. Facility Information: Department of LOWELL PARK RESTROOMS Environmental Protection a.Name notification 110 LOWELL AVE requirements of b.Address _ 310 CMR 7.09 Barnstable MA 0263,I 7P. .+: c.City/Town d.State e.Zip.Code C� 5088624000 y f.Tele hone Number area code and extension .E-mail Address(optional) ` 160 1 h.Size of Facility in Square Feet i.Number of Floors j. Was the facility built prior to 1980? ❑✓ Yes ❑ No k. Describe the current or prior use of the facility: RESTROOM I. Is the facility a residential facility? ❑ Yes No m. If yes, how many units? Number of units s-° 3. Facility Owner: ------------- N TOWN OF BARNSTABLE O a.Name �° 1367 MAIN ST MOMMEMMEM b.Address HYANNIS MA I 02601 �° CobdTown State c.�O 15088624000 e e extension)_ E-maile (optional) Q PAUL LOGAN h.Onsite Manager Name El ag06.doc•10/02 BWP AQ 06•Page 1 of 3 El Massachusetts Department of Environmental Protection Bureau of Waste Prevention .Air Quality 1100163253 � P AQ 06 Decal Number l�l Notification Prior to Construction or Demolition General Statement: If B. General Project Description (cunt. asbestos is found during a Construction or 4. General Contractor: Demolition CAREY GROVER operation,all a.Name responsible parties must comply with IPO BOX 1080 310 CM 7.00, b.Address Chap and COTUIT MA 02635 Chapterer 21 21 E of the General Laws of c.City/Town d.State e.Zip Code the Commonwealth. 15080364565 This would include, f.Tele hone Number area code and extension .E-mail Address(optional) but would not be limited to,filing an ICAREY GROVER asbestos removal h.On-site Manager Name notification with the Department and/or a notice of release of a se/threat of relea C. General Construction or Demolition Description hazardous substance to the 1. Construction,or demolition contractor: Department,if applicable. CAPEWIDE ENTERPRISES LLC a.Name 153 COMMERCIAL ST b.Address MASHPEE IMA 102649 c.Ci /Town d.State e.Zip Code 5084778877 f.Telephone Number area code and extension .E-mail Address(optional) RICHAD CAPEN h.On-site Manager Name 2. On-Site Supervisor: CAREY GROVER On-Site Supervisor Name 3. Is the entire facility to be demolished? ✓❑ Yes ❑ No �0 4. Describe the area(s)to be demolished: �o WOOD FRAME SHED ON CONCRETE SLAB o� —�0 5. If this is a construction project, describe the building(s)or addition(s)to be constructed: NEW WOOD FRAME BUILDING ON SLAB EXPANDING RESTROOM (0 �d �oQ 0 ag06.doc•10/02 BWP AQ 06•Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Prevention •Air Quality 160163253 BP AQ 06 Decal Number 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? b.Survevor Name c.Division of Occupational Safety Certification Number 11/19/2012 5/1/2013 7. Construction or Demolition. 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 b. If other, please specify.- wetting ❑ shrouding ✓❑ 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 ICAREY GROVER o above and that to the best of my a.Pri e s0 knowledge it is true and complete. The signature below subjects the utnoriz sig ure IN signer to the general statutes GENE L CONTRACTOR �o regarding a false and misleading c.Positioni I itle �o statement(s). JOWNWER d.Representing �(o e.Date(mm/dd/yyyy) 44 0 ag06.doc•10/02 BWP AQ 06•Page 3 of 3 I - - R X f� i c kq� b i ry�Ff-f . t ,a a e+At,pMeca 11 F - - -- -- I -,... -------------- .: - .._. .. .......-- e� sers @' �aBx i.- ._. ......... Fe;5, is ' EX.BASEMENT 93 9 S E MUM JH OF e > ,t1tl- . R -ERl m` N a _ cuy -- - �m c Ds FOUNDATION PLAN tv E0JY u' w _ J.m ISSUED FOR PERMIT eM i of u _ vV.0/DENO!EbErvO •R H s Q yy� m 4 N sA =&, µ- I „� pC-jai N m — i S I 1 a� 4 r.y o U R ' �O d o ^ 0 BASEBALL Y .r..n • - W V ` EOU PMENi GOAGHES. .� .............. o a �STORAGE -.... u SLQPLIES . sf e ii:=,Ur7• -. r�:ale,jN:lre:!••e;eaa s O O asDID. HIN __ .¢ 13- �. .......• CIiLHEN/GONLESSIONS •' _ �£a 3:1�€i yO�Ne 1� LONLESSIONS� ., b E' S � N � O Ct c o w= a "m >m 0 o J<m 0 .., L (u m o tax, LL Pj 9 e t w JU e s I � I ,rsra i i ' I FIRST FLOOR PLAN s A-2 - c^ ISSUED FOR PERMIT ,nc ] Of n s d Q� E U s+.ww x- - rwxaisrvu �a �� 10 u rv¢+b e 0 TIM , ., IN Q 11 i FQ 0 0 �o d 'EAST/FRONT ELEVATION - a -.._._.._._..._......__.___..__ ,_. Q x ,s.�&a�a3g�3be . sz°�- u � ,�P• ® Sri P`-'r pi a', . ae-M >a�v c - (D .a e�u,> J Q I, W - - - �F ` 3 -o_� CC � 0 0 W V 5OUTH/LEFT 'E LE V A T 1 ON m W _________________ri • A-3 - ISSUEOFORPERMIT ene 3 of n sw:w x.•ex. � W El ------------------------------------- - --- --------------------------------------------- a T� W E5T/RE AR ELEVATION • J� : : -------------------------------- _ - gnus=��=• g�- �aaS�EFs3 36; - W U > ` JQN W o N El J'6 W — U. II m ,n S_____________________________________r----------------- _._..______._,. _____________________.__.___.___ ___.._.: I _ _ ._ .__.___. _.n-_-_-.__.___-_.___.________-____ _---- ._. OUTH/O O U R TY ARD ELE'V A T 1 ON NO _ m RTH/R1 GHT ELE V AT 1 ON imno.. ° oam y' A-4 4 - - ISSUED FOR PERMIT 4 Of 11 L � N oa nA°°`< wll P4 a y 9 I Ea EM F_NT - � NOMEN MEN O HES � UMPIRES �� - -. e MOH~ J 6A5EMENT � 5 E G T I O N J SEC T I ON �1 lily L�3s��y1Y�28-g 1.2 j (6 m:3 - y JNO . E W J's W m dz A-5 - ISSUEDFOR PERMIT eno s of n ffS F: E E FIRST FLOOR FRAMING NOTES GARAGE SHEATHING ROOF FRAMING NOTES $ $ Q� d -FIRST FLOOR JOISTS TO BE SHORT WALL SEGMENTS AT GARAGE -ALL DOOR OR WINDOW HEADERS -RAFTERS 70 BE 2XI0'S O.G. ' 9 I/2"i-JOISTSb Ib"O .. DOOR OPENINGS TO INCLUDE ADDITIONAL IN EXTERIOR WALLS OR 2X6 BEARING UNLESS NOTED. SEE SCHEDULE PANEL AND FASTENER REQUIREMENTS o .G LE IN �.� PROVIDE 11/4"OR 3/4"COX PLYWOOD(VERT)INSIDE WALLS TO BE(3)2.X6'5 W/112"PLYWOOD GENERAL NOTES FOR ACCEPTABLE -UNLE55 NOTED BELOW,ALL FASTENERS SHALL CONFORM TO TABLE 11/8"L5L,LVL,OR 055 RIM THE OVERHEAD DOOR WALL. PLYWOOD -PACERS UNLESS NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 5 s -015T BY SAME MANUFACTURER TO BE FASTENED TO BOTH SILLS AND20.01 ON PAGES 1030 AND 1031 OF THE MASSACHUSETTS STATE m IN INTERIOR 2X4 BEARING WALLS TO BeBE eR BUILDING CODE. = AS JOISTS. WALL STUDS W/8D RING SHANK NAILS (2)2X6'S W/I/2"PLYWOOD STAGERS -PROVIDE 2XI0 MINIMUM LEDGER ON t SPADED AT NO MORE THAN b"APART UNLE55 NOTED. HEADERS SHOWN ON .TOP OF SHEATHING FOR SUPPORT ." PLAN ARE IN THE WALLS BELOW THE -'LYWOOD ROOF PANELS-5/8'COX PLYWOOD,UNBLOCKED EDGES, -FOLLOW ALL MANUFACTURER'S FRAMING IN OJE5TION. AND CONNECTION OF RAFTERS AT .BD NAILES®6'AROUND PERIMETER,80®10'PANEL INTERIOR FIELD RECOMMENDED DETAILS FOR ATTACHED PORCHES ,- OVERLAY FRAMING. d s INSTALLATION OF JOISTS. -PROVIDE POSTING AT EACH END OF ALL -PLYWOOD FLOOR PANELS-314'TXG C PLUGGED C PANELS, °' R P05T CONNECTIONS TO FOUNDATION WALLS/ BEAMS AND AT OTHER LOG.4TION5 A5 -RAFTERS SHALL BE TOENAILEO TO WALL UNBLOCKED EDGES,IOD NAILS -PROVIDE BLOCKING USING SAME CONCRETE TUBES SHOWN ON PLAN5. ALL POSTS TO BE PLATES AND FACE NAILED TO CEILING MATERIAL AS JOISTS OVER.ALL -pg44 OR PP64(12 GAUGE)STEEL POST BASE (3)2X4 OR(3)2X6 STUDS UNLESS NOTED q�I 5T5 AT SUPPORTS AND SHALL HORED FOR UPLIFT W/SIMPSON L50 BE BEAMS EXCEPT FLUSH BEAMS -PLYWOOD WALL PANED-I/2'COX PLYWOOD,BLOCKED EDGES, WHERE' ANCHORS CAST INTO SURFACE OF WALL H2.5 RAFTER TIE EACH RAFTER. BD NAILS®b"AROUND PERIMETER,ISO®10"PANEL INTERIOR FIELD e THERE IS A WALL ABOVE,AND UNDER ALL BRACED WALL PANELS AS NOTED a -ALL P0515 SHALL BE CONT.DOWN FROM ' ON ORAWING5(5EE DRAWING A-II FOR THEIR TOP POINT TO FOUND.OR 1�w.yy c WALLS ABOVE) CARRYING(iRAN5FER)BEAM. P05T5 -FASTEN RAFTERS TO NON-STRUCTURAL RIDGE -GYPSUM SHEAR WALL PANELS- /2"GYPSUM PANELS,EDGES yy ARE TYPICALLY GALLED OUT AT THEIR W/(4)160 TOE NAILS OR(3)160 FACE NAILS BLOCKED(PANELS VERTICAL),R b"AROUND PERIMETER, TOPMOST POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL IOD®10'PANEL INTERIOR FIELD V -UNLESS OTHERWISE NOTED,FLOOR • W d EXTERIOR WALL ASSEMBLY PO'i SIZE 3ELOW ULE55 NOTED.?ROVIDE RIDGE WITH 5LOPED-5EA7 RAFTER HANGER PQ SHEATHING SHALL BE APA RATED SOLID BLOCKING THROUGH FLOORS OR SIMP50N A35 FRAMING ANCHOR EACH SIDE. F� '5TURO-I-FLOOR'.EXP.I,COMBINATION (SECOND FLOOR PLATFORM BENEATH.ALL POSTS. -GYPSUM CEILING PANELS-I/2'GYPSUM PANELS,E06E5 UNBLOCKED, 'HE.4THING AND UNDERLAYMENT, UP TO DOUBLE PLATE) SO NAIL5 G b'PERIMETER,50®10"PANEL INTERIOR FIELD F Q m TONGUE-a-GROOVED.3/4'THICK, NOTE:USE 3"MIN.END POST A7 EACH HOLD- 50®4'PERIMETER.SO®10'INTERIOR FIELD MINIMUM 24"O.L.5PAN RATING - 1••1 - GLUE AND NAIL FLOOR SHEATHING " -HORIZONTAL BLOCKING FOR NAILING DOWN(2 STUDS). ALL CONNECTORS AT HOLD- -FASTEN RAFTERS AT RIDGE FOR UPLIFT 1I�wyy CJ -- TO JOISTS. TO BE PROVIDED WITHIN 48"OF OOM5 TO BE PER MANUFACTURER'S SPECS. USING EITHER OPTION A OR OPTION B, ••NOTE-SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION W 0 OUTSIDE CORNERS OF MAIN HOUSE AS FOLLOWS. WALLS AND CEILING AND GARAGE. (�y SEE DRAWING A-9 FOR DOOR AND t -PLYWOOD SHEETS SHALL BE NAILED - OPTION A:APPLY HE TOP N LSTA STRAP a N WINDOW HEADERS ABOVE THIS • ACROSS THE TOP OF THE RIDGE •' FRAMING LEVEL. TO SILLS,PLATES,STUDS AND RIM JOISTS THIS DESIGN ASSUMES THAT THE STRUCTURE L "ENCLOSED"WHICH W/8D COMMON NAILS;b'AT PERT- CEILING FRAMING NOTES MEANS THAT HIGH IMPACT WINDOW GLA55 WILL BE INSTALLED OR 1O • OPTION B:RO55INSTALL 2X6 RIDGE LOCK BLOCK .METERS AND 8'IN THE FIELD. PLYWOOD ACROSS THE RAFTERS IMMEDIATELY HURRICANE SHUTTERS WILL BE INSTALLED.DOORS AND WINDOWS -SILLS TO BE(2)2X6 PRESSURE SHALL SPAN ACRO55 THE BOTTOM AND BELOW THE R106E AND FASTEN ARE NOT INCLUDED IN TH15 DESIGN AND SHALL BE ATTACHED TREATED W/5/8'X 12"LONG TOP PLATES TO EFFECTIVELY TIE THE -CEILING JOISTS OR ATTIC FLOOR JOISTS THEM TO THE RAFTERS W/A MINIMUM ACGOROING TO THE MANUFACTURES INSTRUCTIONS.TREATED �. GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XIO'5®16"O.G.UNLE55- OF SIX(6)100 NAILS ALL 51MPSON STRONG TIE FASTENERS SHALL BE INSTALL PER 1i BOLT5 0 24'MAX.O.C.AND 12" OTHERWI5E NOTED. MANUFACTURERS SPECIFICATIONS. FROM CORNERS OR SPLICES. BOLTS -EXT.SHEATHING TO CONSIST TO ENGAGE BOTH PLATES AND BE OF MIN,112'COX PLYWOOD W/ -UNLE55 OTHERWISE NOTED ROOF SHEATHING FA5TENDED W/3"X3'PLATE WASHERS A MINIMUM 24/0 SPAN RATING. -PROVIDE BLOCKING U51116 SAME SHALL BE APA RATED SHEATHING,EXP.I,WE" NAILED WITH 8D COMMON NAILS MATERIAL AS JOIST5 OVER ALL THICK,32/16 OR BETTER 5PAN RATING. ' AT 6"SPACING ON THE EDGES BEARING WALLS WHERE THERE 15 A WALL AND 12"SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALL • - w�a 2 EXTERIOR WALL ASSEMBLY -ALL DOOR OR WINDOW HEADERS FRAMING SYMBOLS _ BRACED WALL PANELS AS NOTED ON o� -PLYWOOD 5HEET5 TO BE APPLIED - - IN EXTERIOR WALLS OR 2X6 BEARING E (SECOND FLOOR PLATFORM HORIZONTALLY WITH VERTICAL JOINTS THE DRAWINGS. WALLS TO BE(3)2X65 W/1/2'PLYWOOD - DOWN TO DOUBLE SILL) - JOINTS NE 14 STAGGERED A MIN.OF - - - SPACER 5 UNLE55 NOTED. ALL HEADERS 32"BETWEEN LIFTS(TWO STUD BAY5). -UNLE55 OTHERWISE NOTED,FLOOR N INTERIOR 2X4 WALLS TO UN E5 2X6'5 a -WOOD POST DOWN Y{. -EXT.SHEATHING TO CONSIST PLYWOOD SHALL SPAN AGRO55 SHEATHING SHALL BE APA RATED W/I/2'PLYWOOD 5PAGER5 UNLESS NOTED a OF MIN.I/2"GDX PLYWOOD WV- THE BOTTOM AND TOP PLATES '5TURD-1-FLOOR',EXP.I,COMBINATION HEADERS SHOWN ON PLAN ARE IN THE - m -WOOD P05T UP AND DOWN A MINIMUM 24/0 5PAN RATING. TO EFFECTIVELY TIE THE PLATES WALLS BELOW THE FRAMING IN OUESTION. Q SHEATHING AND UNDERLAYMENT. NAILED WITH BD COMMON NAILS � TO THE STUD WALL ASSEMBLY. TONGUE-a-GROOVED,3/4'THICK, x -WOOD?05T UP AT b•SPACING ON THE EDGES MINIMUM 24'O.G.5PAN RATING. - -PROVIDE P05TING AT EACH END OF ALL ` AND 10"SPACING ON THE FIELD GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIONS IONS AS TO JOISTS. 77HOWN ON P ANS. ALL P0575 TO BE •- -BEARING WALL BELOW SECOND FLOOR FRAMING NOTES 13)2X4 OR�3).2Xb STUDS UNLE55 NOTED - -PLYWOOD SHEETS TO BE.APPLIED -ALL DOOR OR WINDOW HEADERS -BRACED SHEAR WALLS(BEARING t HORIZONTALLY WITH VERTICAL JOINTS -ALL POSTS SHALL BECONT.DOWN FROM IN EXTERIOR WALLS OR 2X6 BEARING NON-BEARING) JOINTS TO BE STAGGERED A MIN.OF - - WALLS 70 BE(9)2X6'5 W/1/2"PLYWOOD THEIR TOP POINT F FOUND.. ` w (D 32'BETWEEN LIFTS(TWO STUD BAYS). -FOLLOW ALL MANUFACTURER'S SPACERS UNLE55 NOTED. ALL HEADERS CARRYING.(TRANSALLI BEAM: P0575 - o �0 PLYWOOD SHALL 5PAN ACROSS .RECOMMENDED DETAILS FOR IN INTERIOR 2X4 BEARIN WALLS TO BE(2) ARE O5TTYPl P LLY GALLED OUT AT THEIR - _BRACED SHEAR WALLS. PROVIDE. d 7,W Z TOPFIOST POINT. PROVIDE SAME THE BOTTOM AND TOP PLATES ;iNSTALLA710N OF JOISTS. 2X6'S W/I/2"PLYWOOD SPACERS UNLE55 POBT.5IZE BELOW ULE55 NOTED.PROVIDE SHEATHING ON BOTH SIDES O TO EFFECTIVELY TIE THE PLATES NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLOCKING THROUGH FLOORS - C c �p 70 THE STUD WALL ASSEMBLY. THE WALLS BELOW THE FRAMING IN BENEATH ALL - T5. N O 7-. -PROVIDE BLOCKING.USING SAME QUESTION. g O Q N U MATERIAL AS JOISTS OVER ALL N 0 W ` -HORIZONTAL BLOCKING FOR NAILING BEAMS EXCEPT FLUSH SEAMS WHERE -PROVIDE POSTING AT EACH END OF ALL MAXIMUM RAFTER SPAN Y TO BE PROVIDED WITHIN 48'OF THERE 15 A WALL ABOVE,AND UNDER BEAMS AND AT OTHER LOCATIONS AS 5TRUCNRAL OE51GN CRITERIA —N U) OUTSIDE CORNERS OF MAIN HOUSE ALL BRACED WALL PANELS AS NOTED pHOWN ON PLANS. ALL POSTS TO 9E o AND GARAGE. • ryq�g ABOVE) 3)DWG.A-t2 FOR (3)2X4 OR(3)2X6 STUDS UNLE55 NOTED z LUMBER GRADE AND V w SPECIES ^t1 IS RAFTER -.FIRST FLOOR 40 P5F ILL Eo J -PLYWOOD SHEETS SHALL BE NAILED -ALL POSTS SHALL BE CONT.DOWN FROM Q SIZE IS PSF DL .N O N -UNLE55 OTHERWISE NOTED,FLOOR S-P-F S-P-F(5)• t w V TO SILLS,PLATES,STUDS AND RIM JOISTS SHEATHING SHALL BE APA RATED THEIR TOP POINT TO FOUND.O e N0.2 NO.2 SECOND FLOOR 30 P5F W/BD COMMON NAILS;6"AT PERI- CARRYING(TRANSFER)BEAM. 05T5 SECOND AND 6"IN THE FIELD. PLYWOOD °HEARD-I-FLOOR°,EXT.I,COMBINATION ARE TYPICALLY CALLED OUT AT THEIR IS PSF m SHEATHING AND UNDERLAYMENT, TOPMOST POINT, PROVIDE SAME -ATTIG/STO. 20 P5F I"OF SHALL SPAN ACROSS THE BOTTOM AND - TONGUE-t-GROOVED,3/4-THICK, POST SIZE BELOW ULE55 NOTED.PROVIDE 2X8 II'-11" W-4" 10 P5F TOP PLATES TO EFFECTIVELY TIE THE MINIMUM 24'OC.5PAN RATING. SOLID BLOCKING THROUGH FLOORS -ROOF 35 PSF PLATES TO THE S.UD HALL ASSEMBLY. GLUE AND NAIL FLOOR SHEATHING BENEATH ALL P05.5.TO JOIST I5 P5F n " S 1e _ _ 2XIO 15'-2 14'-5" EXT,WALLS 95 P5 p L $ IRS _ - - 0 36n0 2XI2 IT'-6" I6'-9" -INT.WALLS 50 P L CTUR41 110'Is -DEGK5/PORGHES 60 P v IO P /`�' Ln h ISSUEDFORPERMIT .nc 6 Of n h g e E - � • .. x•uu�vaas r O N m.s to ❑n V) U - _ } ~v o • �O d , U of IOU -_ x x Cp C a o �� a c d N JQN E co FLOOR @ FLOOR FRAMI N, PLAN o N p li mw p - r 0F pem: R g RI - p 5 LccwruRAI v �S R E PERMIT ene of u 4 8 8 - s.LLs es �.,v i- --- .. .„ --- 4 Q K-- 777I,G Isi - U - - - �• Q till Ca Z . - e >N + - �JQy $L N U- n RAMING PLAN _ -GE IL I NG F E M J« ' c N 0 V W m OF peso.: oeo s O RS u• 36770 UCTUR i s .................................. �w iv 7. W H v - .......__.... a _......_..._...: d¢ R ROOF PLAN � a • i w.w. �,• ,. „per � �„�� - I ,. c wo x30 a cc I 7 . GNU m' .- - _- - -- _— -- w0 Q0 N LL 0—; CD E Cc_j sLLl U U m IL -- --- -- e t J EERI .um CrUP.RI „ ROOF FRAMING PLAN - `D - o S-4 s ISSUED FOR PERIAT .ne q of n 9 irt,ru,ro.xe°n u� i H STANDARD C01,15TRUGTION py U o (TYPICAL AT OPENINGS?5'-0"OR ,era«an oo� o <3'-0"FROM CORNER) .z NARROW-WALL BRACING m TYP.INT.SHEAR WALL SECTION /, HEADER STRAPPING GJ H — ar,.,...®r°w.:.sr.w.... En c� TYP.EXT.5HEAR WALL HOLDOWN DETAIL P.EXT.SHEAR WALL OPENING DETAIL i.a =_o - _ >��TIOµ�I ILLUSTRATIONS J� Co t rww,aa.w 'r6 .. ILLLSTRATON 4 j a ID a) N . ' s Eg 51 rue,s..cwcmw �'Wl— W - E 0 Cn �BI9 rt'p J TYP.SINGLE STORY t LJJ U SHEAR WALL SECTION lab le arem, RO ERI M p _ ILLUSTRATION 9 D R I F TYP.TWO STORY EXT. d SHEAR WALL SECTION _/� S w` v O TYPICAL FLOOR SPAN CONNECTOR INSTALLATION DETAILS S �^> F 9 V - RN IT,am IO of II E E NOTE THIS DETAR IS AN •ee'QqQ '-' _ vn.•eroa can ve uerov ea.e aLTERNATETOTFIE N -� FLOOR SPAN • CONNECTOR'DETAII � SIMPSCNRRI—ER �� N SHEDROOF MANGER LEDGER U PAFTERS ve uu.x can •,I. iIMBERLq(SCREWSTOP6 BDT. le)COILED STRAPS SECURE INTO SOLID FRAMING d " PER CONNER SPACED&STAGGERED®1— 6 —E 'O CORNEA STUDS O ==&E HOLDOW W W N DETAIL®EXT. ALL O HOLDON DETAIL®TYPICAL-AL .W AL EXT. GORNE"ALL 10 COILED STRAP DETAIL II LEDGER DETAIL w W a ro �.ax WALL OPENING FRAMING SCHEDULE f " NO.OF KING NO.OF NCK Hf � . _ WWDOW SIZE WINIXNl LOCATION S1WS STV05 W O ~ U y (n N2.5:1 RAFTERS _ I� —12 _ SIAC� N1M SWPSON H3 WP ATTALI�O TO SOLEI LAFQ NORPO . BLOLKLNG u FOR 1 Y Y\• RING THE PLYWOOD EDGES LEDGER 1 Y b HA 1 f• c W SHIRID BE PROVIDED WRHW s - T,y�1 1 1 4 Y mU ggg a POFOUTSIDECOIWERS c S 12 PLYWOOD BLOGKING DETAIL 13 RAFTER CONNECTION DETAILS 14 FRAME-OVER LEDGER DETAIL . DECK.N]61S + ' ca N y SIMPSON Xt QP P.T.BEAU c c (1PERJOIST) SIMPSON BCS POST CAP - ...e.�..r, J Q T. P.T.POST - SBMSON ABUPOST 80.5E ev>•erv. O �L U 0 0 0—__ —__o a—o ANCHOR BOLT m1 uu•�'eO1°'w 08 3'5 E (6 D7 O J.- " - FRAMED WENINO � _ 8•N ��0♦♦ —__-- -- -- 1POR 12010.50N01UBE ON FOR SIN W V 11'DIX BIGFOOT FOOTING m O1 _- ..4 "'^°"'••C4^-'�a»' conED BTRAPs _ DF loe . ItI EACH SND�SINR OPEwx0 DESR051 A arewR: .we ��-• T0 R 1 RIS .TYPICAL RIDGE STRAP DETAIL OPTIONS 16 PORCH EGK DETAIL IT :�PIGAL GREASE BEAM STRAP DETAIL IB PLOOR OPENING AT IE C 7 R PERMIT ehl N Of 11 PROJECT NAME: ADDRESS: CDT PERMIT*,240 :Z D S i f 7 DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX 7 9 i SLOT �` f DATE: /o ``5/0 2 B=DER INFORMAUO ,•�` Name a e- ,,AwAAEm O kwzw Telephone Number >V Y�-C)..=�o 3 o P64"l,r-Ag,01 CAtr oN, Wr7,+"A f-04 A Address sir«9 License 1.5323 QgM V oF NMA Aczt NV ,86& a !xa oz o3s &C( 7A"0V' Home Improvement Contractor# �8! FjLi9Nl[rrnlJT. + r �! Worker's Compensation# W�f-3ls-7z '9Q. . G Z 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I ' SIGNATURE DATE �� TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map Parcel <�C A lication#' Q 6'0 J � pp Health Division Date Issued Conservation Division Application Fee o Tax Collector ' Permit Fee Treasurer Planning Dept. ; . eoc- Date Definitive Plan Approved by Planning Board —1 cx Historic-OKH Preservation/Hyannis Project Street Address 4:o wTAjedAAM f • Village r ,n, �I t owner �4 a("'f�/1 ress �(- G �uw i U Telephone Permit Request s s Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Food Plain Groundwater Overlay .�L-►Project Valuatio U Construction Type Q L Lot Size D 5�1. rl Grandfathered: ❑Yes ❑No If yes, attach supporting do�mentationa c Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes 0 No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) G 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 1O.No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY J --�, APPLICATION# DOE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER a DATE OF INSPECTION: FOUNDATION, .J FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH s FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. A CORD DATE IMMMDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 7/26/07 PRODUCER THIS CERTIFICATE IS ISStEDASA MATTER OF INFORMATION Insurance Connection Agency, I ONLYAND CONFERS NO RIGHTS UPONTHECERTIFICATE 154 Copeland Drive HOLDER THIS CERTIFICATEDOES NOT AMEND,EXTEND OR Mansfield, MA 02048 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.. INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA Harleysville Worcester Ins Co Gallivan Company, Inc. INSURER Arbella Insurance Group Timothy Gallivan INSURER C:Liberty Mutual 71 Elm Street, Unit 9 INSURERD: Foxboro, MA 02035 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 LIMIT'S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D' POLICY NUMBER POUCYEFFECTIVE POUCY D(PIRATIDNTYPEOFINSURMCE DffEIMMIDDIM LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 TO HENTEU- A X COMMERCIAL GENERAL LIABILITY CB 6E1076 1/15/07 1/15/08 PREMISEg Ea $ CLAMS MADE Fx]OCCUR MED EXP(Anyone puson) $ 5,000 PERSONAL&ADV INJURY $ -1 000 000.GENERAL AGGREGATE $ 2,000.000 GEN'L AGGREGATE LIM IT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000 000 POLICY PRE- LOC AUTOMOBR.ELUIBILTTY COMBINED SINGLE LIMIT $ $ ANY AUTO 6031740001 1/29/07 1/29/08 (Ea�denU ALL OWNED AUTOS BODILY INJURY X SCHEDULEDAUTOS (Per ) $ 500,000 HIRED AUTOS 80DILY INJURY NON-OWNED AUTOS (Per-dderd)- $ 1,000,000 PROPaammDAMAGE $ 250,000 (PerGARAGEUABILITY AUTOONLY-EAAC CID ENT _ $ ANYAUTO EA ACC $ OTHER THAN AUTOONLY: AGG $ EXCESSA)MBRELLALIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORK HtSCOMPENSATIONAND WCSTATU- OTH C EMPLOYERS*LIABILITY WCl-31S'-325905-023 2/6/07 2/6/08 X TORYUM ANY PROPRIETOR/PARTNER/D(ECUTRE EL EACH ACCIDENT $ 100,000 OFFICERD&MBEREXCUIDED7 EL DISEASE-EA EMPLOYEE S 500,000 Ups.desal be undw SPECIAL PROVISCNSbebw - - E.L.DISEASE-POLICY LIMIT $ 100 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEH CLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL.PROVISIONS , CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIESBE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 0ANSWRRTEN Cotuit Athletic Assoc. NOTIC ETO THE CERTIFICATE HOLD ER NAM ED TO TH E LEFT,_BUT FAILURE TO 0 0 SO SHALL ATTN: Mr. . Paul Log-an IMPOSENO OBLIGATION ORLUU3ILITYOF ANY KIN 0UPONTHEINSURER,ITS AGENTS OR 136 Whitmar Road REPRESEPITATTVES COtult, MA 0Z635 AUTHORIZED REPRESENTATIVE ACORD 25(2001108) ` , 0 ©ACORD CORPORATION 1988 GENERAL NOTES: „N ,J=s AREA a CamRCZD Of: N/F ROGER N.BARZUN.ET AL " 1 PLW BNI(w%GE I3 BARNSTABLE ASSESSORS NM W S ASg40RS WP W R—b PUN M,BOO 3289 1 ` OFID 9OON 2M PIIF IN a fNLE4 IOITx LLfftll ROWAXIIN PAGE)A HYNN6,W 02b1 Z ])PRNM BF1W'IVGf d110[NLSO IBM PER IOaN 6 wmaTABIE CIS N/F HEIRS OF BENJANIN F.OROSBY SIOi SN01 AT IEIE HATE EL-S33' PROECT 6NpIWAXS:SEE PIAV __ ('•' 3J A 1111E 3.W W WS NDi BEb,MAfppaD WR iNa YIE f OEIBIIaED 7 PER PLAN BOOK 289 PAGE)9 m3 ro ff N]LSSIRY A 1111E SLVNI SWLL BE PFMOa,ED BY OnOa / �� !PLAN BOOK 342 PAGE tt eA ��nE RENmr LarE FfaeKIEN NERm a aLs,D a EAamR AvwAaE,ouE ... NRYYUAI OYap'IRC R N.M O[tDs NO ipX,ILLL RFSm9K /�' ��- _ ):: ' DE f1ES111G EFNII✓6 SIERx IETEON 9WE 09O)IDt)a'r AY a1 TK Od9lE RBD - .. •:.� sLNLn ffaw[D m Bumf NlE SNMYN4!BwfBWc B[RI[DI nE Oua m `� ,_ LOCUS MAP Seale:1-=2000' ' N/F WARREN L.WHEELWRIGHT,A �: ",fG S)ZOMWC IIfOPLIL1En BARNSTABIE ASSESSORS NAP w v' 201EC CaloCl:RF PARCEL 28 - O•EN.LY Oa1RICa:leNb (IEm1RCE PNO1ECfEN ONAIAY D157RE1) PLAN BOOK 3A2 (WELLREN PROORMN ON3BAY owmm PAGE 11 EdQ _ AP 0CI1'BR�1F1.7EN 011r7Ur 1 .e N/F ROGER N.BARZUN.ET AL EEwAIY 2mANC REONFENEnR BARNSTABIE ASSESSORS NM 38 2 AN1 (Rwo) PARCEL 39 j fwNGCE-Ib• Ra PN BOOK 289 fRON'i TIRD-b• SEE l.RfM YARD-,3' I �`\ UPAGE 74 $ r Q),HE UGY PNID_GE NO 250001 NIB D,HE RCN R6>bZWCE dlE YA°OE)DLS W.ARG AS 2mE:C .a )2 •SITE NES NOT A9 ro BE M—0(AREA a ESnwrtAWA DAtIN99EIRAL CdfERI). ` - •sSITEooES NOT IPPFAR ro BEmN—H Ax ARIn a O r ff RICE NLa nlnsE PER . MIIE9' JUNE 2003 bTIW1ED NIS 6 RASE WtlLRfE ' Ira uSE Wnrl nE w WERIMS PPolIEC1EN AGT RECIA.SIpK ry,o raR,oA' A 8 � - p pR GEL R�E A •SRE DOES NOT C AN A CEAaED W.NILL P-PER NHERP WP ARE 2W.1 ## �.• .._ \ 218,184d:50 FT .SITE DOES MR APPFNt TO ff Wn,W A(WElelr WedT(OqWI CN PEA w®Nw �' \ N/F TOrN OF BARNSTABLE(REC) _ }}� 5.013 ACRES JUAE TOb 9ffAalY N.1aNM ff RARE SPEf6'I1M SPEOESI i •• 1NE WSSLOAaE115 fNONEBRD SPEOF3 ICI NE—(32,CYR,.). / BARNSTABLE ASSESSORS NAP 36 • = . AA9NIE MNW4D ZONE a CROU1o7 L11ER RNKIE'E PARCEL 29-I .NO OFP�IM111O02fD BARE PRfYNr NI00 0,LOCUS PER YlCS rA. `\ 19 .. •-' :..,I r .11E CnTWAL'IOR 9NLL tMNtl[E SME AIXIR-1�O IK�0' UW6WICIEN BE LLGipl 6 f\61N6 uEERfJC7fE EfRLSIWRICREL UMq ON15 WO N6//E 9EW W Ar PRTEYM2 _ 555 5 WYY.WY AOE ff IVIED m IIESC SIwx IIENIE AIo,xK BmI RES[Wd]Ol 8451D Ox M ` 7 urun R:Tnms NOnO,N vN nE NxIWLrm Auras ro ME IIL 91WC6.a NEn ff ONaOEO BY M mRRKTOSS R91a RI INURE=,E J:1 - �• \.' ,: -�a RfaaIPoERId ME MIIES eCR>.f 1�0 fQU'Ipa M£RS ERIY RMI MOBKRpL llE �c ,lb, 3�r_i mN1WL70R 9WL Nmr nE tMEEEI rNanmr NW�E RELL9BL - '•" APRRDaIEn�slvn uruEN rw��nsR,I uEuof PffrrRm wR IDEmL A� /ivF.m ,�r` - .. rym.• �I� �I rwK-mrn ff a1Ne'rnBlt a nEmm u of aEESaa[,rW)x Ommlart anI Evert .:.:; ' /9)-16N filifD�21-1BB.1 Baru � \1 n Arlo IFA ILY Nf9RW110N a BNiD M Kaf lKW lE CNO PRWDED BY CORIf fIK i;n�.��\ _ •.. .- I g"g, OaTREi-wTFll OEPARTNFM e-M-2a14 hj ''. •N�EaYEO a mP-b-M06 tt Nw rSD2'+SS PRONGED ar NEYsvNE S - > _ '• Q I° $ ,a-loos lEx Ew mount WP PRm,Om Br laces ELECTrm �4��d% T 1 1 " ' ' ON N/F SUSHI J.UND KES1 ns 1 NITKEMaus - BARNSTABLE ASSESSORS NAP>6 �+ �• ] s<M R „ i• —� l I _I'_'�'�'/` SITE OWIIOI PARCEL 2— - Elizabeth bet Lowell Park .,., t ., `✓ x ' 10 Lowell Avenue C NW NISI % • �—"' otuit,Massachusetts,02537 �•'�- N Town Of Bamstable Jet Main Sheol - v. 4 - i•g`94 Nyannls,MA.260r P\ o . "°","'""'° a - o',e"4•. �!:a : Existing Conditions Plan I BAXTER NYE ENGINEERING&SURVEYING Regi.9Nod PEf—i.g Fngi—a W L W S—ymn \�'� bee ♦„• A.,., m,[•� '" I 7R NOnh Si—3,d Flom.Ny=is,M—hu-02601 Phone-(50S)771-7502 Fan (5(S)771-7622 IV IN IFFY r3e�,E ,r Nm \ . . .LeeK a5/3o/o7 '-'- N/F ROGER N.BARZUN.ET AL ®/W Flo `\ \�Y� •1( - ' r.%�.% 6uiNSTABIE RCE 9 s NM W PARCEL I IW vwN noum .Ion Rti'.h. \ 4. ,e rro vLIN BOOK 289 Ip. Br dIE RfLwa wWc NrDi CRNN \AQ, •sum PAGE 74 0:2W6 2W6-033 CML PL 2W6-035EC.d j 2006-033 Plot Plan—See enclosed document Map & Parcel Number: - Plan Book 55,Page 13 -Assessor's Map 36, Parcel 38 - Deed Book 276,Page 483 Full Description of Project—See Page 2 Street Address of Project: 10 Lowell Avenue Cotuit, MA 02635 Correct Square Footage —218,184 Esti - Grandstands, $105,600 - Scoreboard, $25,000 50 - Construction Consultant, $22,000 - Site Work, $9,650 (�, �' l�✓ -TOTAL = 300 0$ ,0 0 Owner's Name &Address: Town of Barnstable (c/o Recreation Division) 367 Main Street Hyannis,MA 02601 Contractor's Name,Address, &Telephone Number: Gallivan Company, Inc. Attn: Tim Gallivan 71 Elm Street—Suite 9 Foxboro,MA 02035 508-543-5233 Contractor's Signature: Full-Sized Plans (Stamped Plans) —See enclosed documents Workman's Comp. Form—See enclosed document Construction Super's License Application Fee—Should be waived,it's Town of Barnstable property Permit Fee—Should be waived,it's Town of Barnstable property Property Owner's Signature: 3 i The Cotuit Athletic Association is focused on the completion of a 5-year field and facility improvement capital project for Lowell Park, home of the Cotuit Kettleers and other youth baseball programs. The organization completed construction of a state-of-the-art Press Box Building in 2004 along with surrounding brick plaza style landscaping in 2006 and is actively in the process of setting the groundwork for a new restroom facility to be built in time for the 2009 season. Capital improvements planned during the 2007-2008 off-season include: installing an outfield warning track, field upgrade, erecting additional safety netting, replacement of existing outdated grandstand seating, upgrading old fencing, irrigation improvements, and procuring and installing a new scoreboard. The field improvement capital projects are high priority for two reasons — field standards and safety. Replacing the obsolete unsafe visitors grandstand will allow the growing number of spectators greater comfort and safety during games with safer seating and protective netting along with offering handicapped access. The safety netting will encompass the entire section of the infield along the first base side. A warning track will increase player safety tracking baseballs in play and will raise the quality of the field to the high standards maintained in Division I NCAA programs. Installation of a new well will improve irrigation to the field, while reducing use of town water, and the field upgrade will improve the playing surface of the entire field and will help prevent possible injuries and provide a first-rate field for all users. Overall safety may be compromised if the project is delayed. Higher standards in the playing field will help the entire Cape Cod Baseball League, each of the franchises, and all community programs in promoting and developing their respective baseball programs and building baseball skills in young athletes. The Cotuit Athletic Association has been the primary tenant of Lowell Park since the late 1940's and has been the overseer and financial provider of capital projects and year-round maintenance since then. The Cotuit Athletic Association and the Town of Barnstable have worked with one-year and three-year agreements since the late 1950's through the Town's Recreation Division. Our current Management Agreement expires in 2009. The Town of Barnstable has historically supported any and all capital improvements made by the Cotuit Athletic Association at Lowell Park. The Cotuit Athletic Association was organized in 1947, primarily as a sponsor for the Cotuit Kettleers baseball team. The Cotuit Athletic Association was chartered in Massachusetts as a non-profit 501(c)(3) organization in 1962, and has grown tremendously in its scope since that time. Cotuit Athletic Association members fully maintain the Lowell Park baseball facility (field maintenance and capital improvements), find housing and jobs for the team members and coaches, provide uniforms and baseball equipment for a 44-game schedule, and operate baseball/softball clinics for youngsters. The Cotuit Athletic Association gives college scholarships to local residents, awards high school MVP trophies in both boys and girls baseball and hockey programs, donates baseball clinic camperships, and sponsors seven baseball/softball teams in local community recreation departments. The Cotuit Kettleers were selected by the Cape Cod Baseball League as the first recipient of its Franchise of the Year Award in 1990 and in 2000 was named the Best Amateur College Program of the Decade by Baseball America. The Cotuit Kettleers received the prestigious 2006 Commissioner's Cup as the CCBL Team of the Year. The officers, directors, and members of the Cotuit Athletic Association devote their time and energies as volunteers, working year-round to raise funds and organize activities which provide the enjoyment of baseball games in the community every year. The Cotuit Athletic Association takes pride in its' reputation as having the finest baseball diamond on Cape Cod. With the pristine setting and cozy confines of Lowell Park in the small village of Cotuit, the field itself is the most important facet of the Lowell Park property. The Cotuit Athletic Association strives to provide the baseball fan with the total baseball experience and first class accommodations that the property can offer. In addition to the award-winning concession offerings and a state-of-the-art Press Box Building, the baseball diamond is the crowning glory. The Cotuit Athletic Association is committed to improving Lowell Park and has an unequaled track record in getting the job done. 2 `d� 1(�J Cotuit Athletic Association Sponsor of the Cotuit Kettleers Cape Cod Baseball League Team Since 1947 YawkeyFoundation Project Field Alterations Lowell Park in Cotuit, MA ti Town of Barnstable Permitting Process September 2007 W. GENERAL NOTES: N/F ROGER M.BARZUN,ET AL "7 N[ •I IJ IONS AREA 6 mMPRBEO a, BARNSTABLE ASSESSORS WAY LCLYf 55 PAfE 13 PARCEL 39 J. 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"�•r2".�k:2a ..Y -r'k G�" ..+ ,•34'6ffi..i.. � a .. .. s,. >,. t .,. 9 9/13/2007 10:36 FAX R 001/007 i 71 Elm Street,unit 9 Foxboro,MA 02M =64M233 • • . 608.54 .2528(fax) yalliven.00mpeinyCverizon.net HVA FrWM TIM Gallivan Dobw 9 0—7 Rae Lo G4 L pg&,k I 09/13/2007 10: 36 FAX 002/007 , The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass,gov/dla Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Informafon Please Pr1Llt Legibly Name(Business/Organization/Individual): 6A ✓/1/V (!�4 `9 -T/VC, Address: Q,M J-f ur Z City/State/Zip: F0.g=,6,a Or, * 4 O yc3t' Phone Are you an employer?Check the appropriate box: Type of project(required): 1. X I am a employer with 2-• 4. ❑ 1 am a general contractor and I employees(frill and/or part-time).* have hired the sub-contractors 6. ®New construction 2.❑ I am a sole proprietor or paftcr- listed on the attached sheet. 7_ ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' insurance.= 9. ❑ Building addition comP• [No workers' comp.insurance required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees,[No workers' 13.❑Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affdavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, :Contractors that check this box must attached an additional sheet showing the came of the subcontractors and state whether or not those entities have emptoyces. if the subcontractors have employm,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my eniployeelL $slow is the policy and Job site ir{fbrmation. Insurance Company Name: Policy#or Self-ins.Lic.#: - 3 - 2579of -OZ-7 Expiration Date: S b os Job Site Address: o C`0 V City/Stam/Zip: 6V A-14 0 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 MOL e. 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 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 certo under a rd penalties of perjury that the information provided above is trove and correct Si atur ' Dat �1 1o7 Phone# Official use only. Do not write in this area,to be completed by city or town afciaL 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#- r 09/13/2007 10:36 FAX 003/007 0,8414/io13 01 : 16 FAX IA002/008 erty ISSUING OFFICE 394 Litb berg orkers Compensation and INFORMATION PAGE 10'mutumployers Liability policy ACCOUNT NO, SUB ACCT NO. Liberty Mutual Insurance Group/Boston 1-325905 0000 MERTYM=AL FIRE INSURANCE CO. POLICY NO. TD/CD SALES OFFICE CODE SALES CODE N/R 1ST WC2.319.325905-027 XX X WESTON 101 REPRESENTATNE 3000 2 YEAR ASSIGNED 2001 Item 1,Name of GALLIVAN CO INC Insured FEIN 04.3$42598 Address 71 ELM STREET UNIT 9 RISK ID 116792 FOXBORO,MA 02035 Status 03 CORPORATION Other workplaces not shown above: SEE ITEM 4 a Day Y49e Mo.Day Year- Item 2.Policy Period: k�tom 02.06.07 to 02.06.08 12;01 AM standard time at the address of the insured as stated I erein, item 3, Coverage A. Workers Compensation Insurance; Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state I' ted in item 3A.The limits of our liability under Part Two are: Bodily Injury by Accident 100,000 each accident Bodily Injury by Disease 0001000 policy limit Bodily Injuryby Disease 100,000 each employee ° C. Other States bz surance; Part Three of the policy applies to the states,if any,listed he e: SEE END WC 20 03 06A . D. This policy includes those endorsements and sehedulesi SEE EXTENSION OF INFORMATION PAGE Item 4, From!= - The premium for this policy will be determined by our Manuals of Rules lassifications Rates and Rating Plans, All information required below is sub ect to verificatioa and change by audit, Premium Buis_ LINE!110 mtlmoied Per S100 PJtlmated code TetdAmual D(RE. AnnYSt CLeaBiflcationslie, Prammumlume SEE EXTENSION OF INFORMATION PAGE Minimum Premium S 48$ MA TQtal Eatimated Annual Fremium $ 926 Intedo adiustment of Premium shall be made: ANNUAL This policy,including all endorsements issued therewith,is hereby countersigned by Auth remredv os- -e Los.Cede Term. Oper. Audlt a-im Periadia Pq�tent Raga Saris P01.KG, Hems swft Dlydead RENEWAL OF: 03.01-07 N MA WC2-318.325905.026 OPO 4030 Ai C4pyrl®ht 487 Natlonel Councll on Compeneatlon Insurance wC o0 00 01 A BNOI�q C07Y 09/13/2007 10:36 FAX Z 004/007 00/14/2013 01 : 10 FAX. IA003/006 F—Mrislon of Information Page WO 00 00 01 A•Producor of Record Page PRODUCER OF RECORD INSURANCE CONNECTION INC 164 COP== DRIVE MANSFIELD MA 0Z046 Poloy No. NC2-31S-325905--027 Page No. 1 GPO 4183 WC 00 00 01 A �FC�p OCr9 09/13/2007 10:36 FAX 005/007 09/, 14/2013 01 : 16 FAX 10 004/008 .l ens ion of Informeslon Page WC 00 00 01 A Item 4. State Of; ASSACHU®ETT® ClaaelfiCatlOrt Of 4 eratlons! RON= Basler Rate Enlrlae In this Tram,except as specifically provIded eleewhary In thle Coda Eatlmalod Total An- Per$1152 31 Estimated Annual II ?d*nol rMOC111K Ey of the gTher provislana,of thla polley No. nual Remuneratlon P1e " Premiufll 001-01 ak=SVAN Co IMC FEIN # 04-35.42590 SIC CODE 2432 71 ELX STREET ONZT 9 FOIDORO MA 02035 CARPENTRY SHOP ONLY - A 2802 7,410 5.73 $ 425.00 DRIVERS SALESPERSONS, COLLECTOR$ OR 8742 54j600 .29 $ 152.00 rtssoitaENGERIB — OUTSIDE CLEAZCAL OFFICE EMPLOYEES NOC 81Dl0 8,402 .15 $ 13.00 TOTAL asrA99 Pft2U1UW $ 596.00 STANDARD TOTAL ® 596.00 EYPENE119 CONSTANT 0900 8 284.00 TERRORISM RIOS INS ACT 2002 .03 9740 $ 21.00 MACHWO (6URCIAROM) 1.04192 0936 $ 25.00 FINIAL TOTAL 8 926.00 Ex erlenc6 Modlflcat on; Policy Na. WC2-315-325905-027 Pape No, OPO 2928 WC oo o0 o1 A BRdI�R ooPy 09/13/2007 10.'36 FAX [a006/007 0.6,E 14/2013 01 ; 11 FAX 1?005/008 EtRenslon of Informatlon Pegs WC 00 00 01 A Item 4. Slats 01; MhOVAC1173SETTS aseallicatlon of Operations I Premium Basis Rate rwilmoted Annual t�Atrl•a An- In thle Item No.,sympt as ape0111oa1 y provided slsewhera in thla t No. nuai p•mun•lmafad oral rm#on Remuneratle Par 6100 01 Premium oils I do no t a other rovlelons of this 0 I Hu MA STATR SUMMARY TOTAL aLASS PREMIUM $ 596.00 STANDARD TOTAX. $ 596.00 MZPRN32 CONSTANT 264.00 TERRORISM RISK INV ACT 2002 9 23.00 . RACHWC (SURCRARaa) $ 25 .00 FINAL TOTAL 6 926.00 POLICY TOTAL ESTIMATR0 COST $ 926.00 Ex erlenae odulcatlont Pollay N0...WC2-936-925905-027 Page No. 2 GPO 2923 WO 00 00 01 A BROW-A COPY 09/13/2007, 10:37, FAX 14 007/007 06/1 /2013 01 : 11 FAX ia008/008 t<xtenelon of Inlormotlon P896 WC 0000 01 A Endorsement Schedule Wc�-3�,5-325905-027 - FORM NUMBER FORM NAME WORKERS COMPENSATION FORMS AND ENDORSEMENTS WC 00 01 23 TERRORISM RISK INS EXTEN ION ACT ENDT We 00 Oa 04 WC 20 03 0 NOTIFICATION OF CHANGE x OWNERSHIP ENDT MA LIMITS OF LIADXLITY ENDT WC 20 03 032 MA ASSESSMENT CHARGE WC Z0 03 03 B NA NOTICE TO POLICYHOLDE ENDT WC '20 03 06 A MA LYM;TZv OTHER STATES NSURANCE WC 20 0 WC 20 04 05 07 MA A/R POOL ELIGIBILITY INDT MA PREMIUM DUE DATE ENDT WC 20 066 Ol MA CANCELATION ENDT WC 20 06 Oa MA POLICY DEFINITION END WC 00 00 01 A ORNER Corr B,PO9/13/2007 09:20 FAX Z 001/003 71 Elm Street,Unit 9 Foxboro,MA 02035 606,W-5233 e mpa 50&543-2528(fax) sanlven.00mpeny(verizon.net TO, warn 71m Gallivan Dabw 9 o Re: _ Lo k45u- zw&C i 7 �' CO 09/13/2007 09:20 FAX 002/003 09/12/2007 13:53 FAX 7183373436 SALES a GALLIVAN 001 09/12/200T 05:42 FAX + M—SPMALTY U002/003 The COrn WIM24[th OfMassachuseta Deparft enl of lndustria1 Aectd4rits DM1e4 ofInvoll'gations 600 Washbogran Street Boston,MA 02111 Www.ata=gov/dU Workers' Compensation Insurance Affidavit: Buildere/Contractors/Electricia=Mlumbers ApplicnAt TitforMadope e Name(Euiintas/Organlzation(ladividual):_ E,& D SpeClaltY Stands, Inc Addfess: 2081 Franklin Street Cit3/5tate/Zi : North Collins, New York 14111 Phone#: (716) 337-0161 Ake you au employer?Chcak the appropriate box; 2`Ype ot!pro eot(regtetred); 1.El �4 I am a employer with r • Q I am a goneml contractor and I employees(fba nr►d/or part-time).' have hired the aub-aonti actors 6, NUW CMU"Ctlon 2.0 I am a vole proptietor or pattner listed at1 the attached sheet, 7. []Ptemodeling ship and have no employees 'bus®sub-ooritractors have S. DernoWon working for me In any eapaaay. employees and have worksm' [No workers'comp,insurance comp.in urns 0 9, U Building addition rcgUGr�-] 5. 0 We are a corporation and lu 10.[]Electoral repairs or additions 3. I am a homeowner doing all work officers have ext01sed their I I.❑Plumbing repairs or additions tnygelE[No WOrkore comp. rigllt Ofexamptiorl per MQ.L huuranoercquired.j c.152,g1(4)1 and we h%VQ no 12-❑Roofrepalre tnnployees,(No workm' 13-0 Other comp,insurance required, 'ADy epplicoa1 slut chocks box.41 must Also fW ottl the aeotloa below showipg their walkata'amp=attton penny Infbrowdart. t H09aeownAM who iubmlt thts aMdavit lra ioatina tboy am doing all worts And than Mire oolcide gongwclorr E►uat submit a slow aifida�It indloA gCOnttsotori thaf ahc*k U110 box must attsolsad as addhiot3Ai shoot sbovvin6 Q*Elam of rba Aubaon4�otats and uata whethA:or not those vntiNa Mv1 h aatploye a, tf tho sub.00ntraetors have amptoyeet,they Au4t pr_, thou _Olken'comp.policy knotarr. I0M an employer that to providl tg workers't:on pensatlon lnsarance for my gmpio ftformaulas yee& Below&the ppugy andjob site In4umce Compmy Name: Rochdale Insurance Policy#or Self-Ins.Lic,#: RWC3114863 Explretlon Date. 4/11/2008 Job Sire Addras� Elizabeth Lowell Park 10 1cwell A nue City/State/zip, Cotuit MA 02537 Attach p copy of the workers'corUpeusatlou policy declaration page(showing the policy mrmber and elpiratiou date), Fa"I%Mv to 600um coverage as required under Seotlon 25A of Mt3L c. 152 can lead to the imposition of criminal peaWtica:.of o fine up to$1,500.00 and/or one-year lmprisoamen%its well as civil penaltlas In the form of a STOP WORK ORDER and a fine of up to WO-00 d der against the Violator. Be advised that a copy of this statement may be forwarded to the Office of lnvestlgatiora ofthe D1A for Illotu rice coverage vcrltloatlotl. I do ierRby tart y uhdar 11Je�Gdhy asrdpc sA11&V gfp0dary chat Ahe oJMw16a p^;v1de�d above fe rrae and eonectiC �~ ' 12 2007 (7161 337 0161 OfyFciaJase only. Do riot wrUe in M1s area be completed by cl{y or town o,(JYcia,L City or Town: Permt4ll iterate# TASuiog Authority(elmis one); ].BOard ofEloolth 2,Building Department 3. City/'1'own Clerk 4.Electrical Inspector 5.Plumbing Inspect ft.Other Contact person: Phmne#t l , 09/13/2007 09:20 FAX IA 003/003 09/12!2009 13153 FAX 7163373430 SALE -► AA -14VAN. Z002 Rochdale Insurance Company. _ A Stock Insurance Company l $400 Lombardo Center ; Clavaland OH 44131-2550 WORKERS COMPENSATION WC 00 00 01 A AND EMPLOYERS LIABILITY 1 of 4 INSURANCE POLICY INFORMATION PAGE I. Insured: Policy Number:• "'RWC3114863 E& D Speclalty Stands, Inc. PO Box 700 North C011lns NY 14111 Federal Tax ID; 161115352 Other workplaces not shown above: Board File Number: 911481596 See Extcnsion of Information page Renewal of RWC3087587 Producer; Entity, Corporation Oryx Insurance Brokerage,Inc. Interim Adjustment: Annual 20 Hawley Street,West Tower,7th Floor Ncci Code: 18910 Binghamton NY 13901 SIC Code: 3446 2. The policy period is from 4/11/2007 to 4/11/2008 12:01 a.m.at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: New York B. Employers Liability Insurance: Part Two of the policy applies to work in each stated listed in item 3.A, The limits of our liability under Part Two are: State Bodily Injury by Accident Bodily Injury by Disease Bodily Injury by Disease / NY $ 500,000 each accident S 500.000 policylimit S 500,000 each employee / C. Other States Insurance: Part Three of the policy applies to the states,if any,listed here: All states except N0,OH,WA, WV,WY and State(s)Designated In Item 3A. D. This policy includes these endorsements and schedules: WC 00 00 OOA,wC 00 00 01A,WC 00 01 13,WC 00 03 11A,WC 00 08 13,WC 00 04 04,WC 00 04 06,WC 00 04 14,WC 00 04 19, WC 00 04 21A,WC 00 04 22.WC 31 03 08,WC 3103 190 4, The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating Plans. All information required below is subject to verification and Change by audit. See Schedule of Premiums attached TOTAL ESTIMATED ANNUAL PREMIUM STATE ASSESSMENT 102,429 TOTAL ESTIMATED COST 23,722 126,150 Minimum Premium ' Deposit Premium 875 Issue Date: 4/9/2007 Countersigned by. <� �r ..? !� 31.533 "1AW11orized Representative { PROM /n NAME CT-Do ADDRESS: k efts PERMIT# D I PERMIT.DATE: Alf/p c3 0 3 LARGE ROLLED PLANS ARE IN: BOA I Data entered in MAPS program on: BY: PROJECT �� , NAME. ADDRESS: PERMIT# PERMIT DATE: l O l 1wP• 03 Ir LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: L0 I 1 (, BY: I / files/forms/archive \� q wP . i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map - pp 03U Parcel b a Application Health Division Date Issued rr,, Conservation Division Application F V Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board lI2J y Historic - OKH _ Preservation/Hyannis Project Street Address �� 12G1-�� LrJvi-CA 10 Village V 1 wl Owner T bWY' ()-� Address 3��► H&4 ri St. I I �� 0 1 Telephone Permit Request L Ck �o :Square feet: 1 st floor: existing—proposed2n floor: existing—proposed osed Total new,- Zoning District Flood Plain Groundwater Overlay Project Valuation 62 , 00 e Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach W porting acur ntation. -� DwellingType: Single Family ❑ Two Family ❑ Multi-Family # units Yp 9 Y Y Y ( ) o Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kingd H, ighway:°p YEL-ca ❑ 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 bath 3): 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 l/Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name Telephone Number Address I53 �v�nriz �� U �. License # W ® aMO )Z� Home Improvement Contractor Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE ` DATE I E FOR OFFICIAL USE ONLY APPLICATION# ' DATE ISSUED } r . 'Y MAP/PARCEL NO. 'i ,Y ADDRESS VILLAGE ;r OWNER ;K .a DATE OF INSPECTION: s> ..FOUNDATION . FRAME �IILyIJy g INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH FINAL J GAS: ROUGH p FINAL FINAL BUILDING �1l�dlt DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 606 Washington Street Boston,MA 02111 www.mass.gov/dieectriciansfPlumbers„ Wo rkers' Compensation Insurance Affidavit: Builders/Contractors/EI please Print Le bl A licant Information � S Name(Businessiorganization/Individual): c / Address: 5J _ Phone#: 5 - 'ql City/State/Zip: 'type of project(required): , Are ou an employer?Check the appropriate box; eneral contractor and I 6. bk<ew construction 4. ❑ Iamag 1,�I am a employer with* have hired the sub-contractors ? []Remodeling employees(full and/or part-time). listed on the attached sheet.3 2.❑ I am a.sole proprietor or partner These sub-contractors have . g• []Demolition ship and have no employees irsurance. 9. Building addition capacity. workers'comp.' . ❑ working forme in any P n' S ❑ We are a corporation and its 10.❑Electrical repairs or additions [No workers' comp. insurance officers have exercised their s or additions required.] right of exemption per MGL . 11:❑Plumbing repair 3.❑ I am a homeowner doing all work' c•.152,§1(4),.and we have no 12.[]Roof repairs myself. [No workers' comp. employees.[No workers' 13.0 Other insurance required.]t comp.insurance required.] compensation icy *Any applicant that checks box#1 must also fill out the sectiondoinglow showing their workers'all wok and then hire outside contractors muist 5 wool a n''c affimp.policy indicatinga�on. t Homeowners who submit this affidavit indicating Y ;Contractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'comp.P �' surance jor my employees. Below is the policy and job site I am an employer that is providing workers'compensation in information. [ Insurance Company Name: j Expiration Date: , ,1 Policy#or Self-ins.Lic: C UI w1 Job Site Address (] CM r I�� City/State/Zip: e(showing the policy number and expiration date). Attach a copy of the workers' compensation policy declaration peg ( g Failure to secure coverage as required under:Section of Mc civil enalties in the form of a STOP WORK ORDER and athe imposition of criminal penalties of a fine . fine up to$1,500.00 and/or one-year imprisonment,as well as p 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 herebycertify under the pains and penaltles•of perjury that the Information provided above is true and correct. Date: LO, Si nature Phone#: Official use only. Do not write in this area,to be completed by city or town offlclai. Cit or T Permit/License# T y own: Issuing Authority(circle one): 1. Board of Health 2.,Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Phone#: Contact Person: ; Assessing As-Built Cards Page 2 of 2 CAPEENT-01 DCOSTELLO DATE(MM/DD/YYYY) ,a►coRoA CERTIFICATE OF LIABILITY INSURANCE 14119IM13 THI�TIFICATE IS ISSUED AS A MA ER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELN 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). CONTACT PRODUCER NAME:o Ext FAX Ro ers&GrayInsurance A enGy,IDc. PHONE [A/C ,No): 43Rte 134 E-MAIL South Dennis,MA 02660 ADDREss: INSURER(S)AFFORDING COVERAGE NAIC# iNSURERA:Arbella Indemnity Insurance INSURED INSURER 6: Capewide Enterprises LLC INSURER C: J.P.Macomber&Sons INSURER D: PO Box 763 Centerville,MA 02632 INSURERS: 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. AnammPOLICY EFF POLICY EXP LIMITS INSR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDD/YYYY MM/DD/YYYY LTR 1,000,000 GENERAL LIABILITY. EACH OCCURRENCE $ 8500050813 4/30/2013 4/30/2014 PREMISES Ea occurrence $ 250,000 A X COMMERCIAL GENERAL LIABILITY 5,000 CLAIMS-MADE F OCCUR MED EXP(Any one person) $ PERSONAL'&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMP/OP AGG $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PE O LOC COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident $ 1,000,000 A ANY AUTO 58944400004 4/20/2013 4/2012014 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE $ NON-OWNED PER ACCIDENT X HIRED AUTOS X AUTOS $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE 4600050814 4/30/2013 4130/2014 AGGREGATE $ 6,000,000 DED X -RETENTION- 1 O,000 $ WORKERS COMPENSATION X TCRY LAMITS OER AND EMPLOYERS'LIABILITY 9120510412 4/14/2013 4/14/2014 E.L.EACH ACCIDENT $ 500,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N OFFICER/MEMBER EXCLUDED? a NIA E.L.DISEASE-EA EMPLOYE $ SOO,000 (Mandatory In NH) If yes,desu be under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) With regard to general liability,blanket additional insured and blanket waiver of subrogation apply if required by executed signed contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 206 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD http://www.town.bamstable.ma.us/assessing/HMdisplay.asp?mappar=210047&seq=1 4/16/2013 .. .. .. .._. ..., ... ..._. ' �e�omvnuYruueczl"(�o��a��a.��trgel� �a—\. Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 143358 Type: Office of Consumer Affairs and Business Regulation ki"- fj'� xpiration 70,2014 Ltd Liability Corpc: 10 Park Plaza-Suite 5170 Boston,MA 02116 CAPEWIDE ENTERPI 1-968,L,LC; RICHARD CAPEN 4507 R RTE 28 COTUIT, MA 02635 Undersecretary Not valid withou 'gnature Massachusetts -Department of Public Safety Board of Building Regulations and Standards . Construction Supervisor Unrestricted-Buildings of any use group which License: CS•-089273'. contain less than 35:000 cubic fret(991m3,)of Ilk r� enclosed spwx. RICHARD M CAI$N 122 WHITMAR R Cotuit MA 02635 Expiration. Failure to possess a current edition of the Massachusetts 11/27/201 commissioner State Building Code Is cause for revocation of this license. For DPS:Uce rsing,information visit: ''WWW-Mass.Gov/DPS =•�•.� �0��S�S/�"'�R>9� Area rl .v.P yK: ,ta 7•`.. ._,._a. :.:,. Y'7,.'�., x N. ,.- t.._. ...,.,r., .:...... .... .. t�t -:,. :�.�� r.•t,:-: di t. .,..,rF �su.H. n: .r r.. ,;. 1u.... r '. v .e. ..... q r. f , .< ...,f .,.. ,.... ..:.. ... .. :.:� •. ... . . 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E ,., ,! ,, ,,:. i. .. r ....:..-r•„ , ... :. .... :,� r ;;.32 �..fA.. :. .. n� ;lE: 1,t,:..re sl Y:+,,I ..:�Y� y ..4. ,._...,r 1 : . ,r,:• .-i,l l.. ::..:,,.. .: '::'.;; ..,...,.; #�:?:;., ...;:..- I atm: �� Yx rr ,;. OR 4. / f+pN t n 1. r. 7 1 \ 1 1 , , n4 ti. 1 11 � ,..rn'• , '.. .. .:7 „ ,�,. 4...,. ,.�r,n.. t P�' \,. „ h.n ,P. -,...,\ , r... :, �^M R•:,�. ( ,..:. ,.. ..\ ,.::,:... .,.r ._..,, pp .WeaTQM: d7, ':..: L,,,: ,r,. a�u. ... ,d. ,.,u :.,n.; « ', c II <.rtY ,.....,..u.,-•: 'r�� '1 r .,,., ..,.: .. .... .....:. .:.r �` �r '4., e .. .�_ ...,, _4 ... :1 -:L'I _. .55p 4: .,.: ,.1,.� r..,,'.'Y.tly. ry ,.>:`,;,.,1�f .••, ... :li•' _ ..r'- >'1 ti n .�., I •y,., 1. �, y ..:,i: ,:.u, ., ., ..,E... ',. ., .. ,,....i, .. .. .... .. e t.I��1'.::.,.,,r.r✓,.�.u.,r k d..,.., ! .?-.:.:,.: r,vn.:.,..,,,: :,r .:,t..,,:,.,..� ,. .:...L.L..,,.,,r „......, ,... ....,.... I,„ ........,,,,,...:n::,. . . . ..... . �:. :rEMNfi:'t9;+bz�•Drtf9.� .,, I .,.�,+..;; c,.,, >„ Mon. , Y �t"E' ti Town of Barnstable Building Department - 200 Main Street " ASTABLE. Hyannis MA 02601 9 MASS 1639. . (508) 862-4038 CFO MA'S a Certificate of Occupancy Application Number: 201206793 CO Number: 20130065 Parcel ID: 036038 CO Issue Date: 06103113 Location: 10 LOWELL AVENUE Zoning Classification: RESIDENCE F DISTRICT. Proposed Use: MUNICIPAL IMPROVED Village: COTUIT Gen Contractor: GROVER, CAREY C Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: Building Department Signature Da a Si ned %HEti TOWN OF BARNSTABLE Buildinq� 201206793 p • BARNSTABLE, Issue Date: 11/05/12 ■ e r 't 9 MASS. 1639• s�� Applicant: GROVER,CAREY C Permit Number: B 20122718 Proposed Use: MUNICIPAL IMPROVED Expiration Date: 05/05/13 [Location 10 LOWELL AVENUE Zoning District RF Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 036038 Permit Fee$ 1,820.00 Contractor GROVER,CAREY C Village COTUIT App Fee$ 100.00 License Num 77754 Est Construction Cost$ 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT NEW RESTROOM FACILITIES&'DEMOLISH EXISTING THIS CARD MUST BE KEPT POSTED UNTIL FINAL RE-FURBISH EXIST CONC, 12 X 13 STORAGE ADDITION INSPECTION HAS BEEN MADE; WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BARNSTABLE,TOWN OF(MUN) BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 367 MAIN ST • .+ . INSPECTION HAtiS VBEMADE. HYANNIS,MA 0260i Application Entered by: TP Building Permit Issued By: THIS PERMrr.CONVEYS NO RIGHTNO OCC-(:Y ANY.STREET,ALLEY:OR SIDEWA IVR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHI41 UBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUI{(pdING CODE;MUST BE APPROVED BY THE'JURISDICTION: STREET OR ALLEY'GRADES AS'WELL AS DEPTH AND LOCATION OF PUBLIC SEWE' MAY BE :� OBTAINED FROM THE DEPARTMENT OF PUB C WORKS.THE ISSUANCE OF THIS.PERMI _ SNOT RELEASE:THE'APPLICANT FROM-THE CONDITIONS OF ANY"APPLICRBIESUBDIVISION RESTRICTIONS ; MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION 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 YO 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. I 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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 a K a�Z c ,L x 1 ✓J 9 ,, ,� , ,2�.4 - 1 2 ��' 2 �Ltjl 'iI# 23 A L P�f a / 3 � ® b /3�13 1 Heat ng Inspection A provals Engineering Dept 4 ,. VV Fire,*D t % 2 Board of Heal h All a low APPROVED TOWN OF BARNSTABLE a� ❑ BUILDING worm 4 .. `I r I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � � arcel 4 Permit# 2,200 03 � €= Date Issued l 61 b/03 Health Division 'S C u � `j fS �A.R ;v " B�.� Q r1 0� servation Division Application Fee 1 C r, . i Tax Collector Permit Fee q / lug vv� i Treasurer -D viSi0" Planning Dept. ` N Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Q10FJ S o '7� Project Street Address / �� Village � , o Owner Address Telephone Permit Request Square feet: 1st floor: existing proposed.35< 2nd floor: existing proposed Total new Zoning District Je or Flood Plain Groundwater Overlay Project Valuation ,pDf Construction Type Lot Size �3O�J�55'�,�� — Grandfathered: Lkres ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure (,Q &Y&f5 Historic House: ❑Yes ®lqo' On Old King's Highway: ❑Yes t'I o� Basement Type: (94ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �7P Number of Baths: Full: existing new Half: existing CD new o Number of Bedrooms: existing new Total Room Count(not including baths): existing 119 new_ First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other A0 Central Air: ❑Yes �OFireplaces: Existing New Existing wood/coal stove: ❑Yes *<0 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 Cl Yes ; 11 If yes,site plan review# Current Use Proposed Use BUILDER INFO N _ Name (9' ,�° _L%/ ;� Telephone Numberr Address nse# d Home Improvement Contractor# � l Worker's Compensation# ALL CONSTRUCTION EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �L o SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED - MAP'/PARCEL NO. ADDRESS VILLAGE OWNER 'f DATE OF INSPECTION: FOUNDATION r FRAME INSULATIONta� FIREPLACE r � ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL •, jr GAS: ROUGH FINAL ! " FINAL BUILDING 925"l?/gc r ' r DATE CLOSED OUT, - ASSOCIATION PLAN NO. t The Commonwealth of Massachusetts = - 7. - Department of lndustrial Accidents Office olloyesffoo oos ' 600 Washington Street c� Boston,Mass. 02111 , Workers' Com ensation Insurance Affidavit name: location city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one worku in � ca achy I am an em foyer providing workers' compensation for my employees working•on this job.: ::: ❑ P :.......:::::.:::.::: ....:.::::.::: :::::::.::::. co nm ........... .......:..............:.:.. ...:.::::..::::..:..... :;::•;: ..:.........: ................. ............:.::::::: <'a' :;.: : e<> `' XX :::.....:::•:::.::.:.. :::. °lion w >> >> Cl '>� ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have on olives; the followingworkers compensate p.. ..•.. ......;.:. con an :As >a ; ``lion 'tom';�:�}��':i�i:�L��:i:?�:i�:iti�?iii::i�ii)?ii`+•'.�:ii :??•S.:v::::.�.::. :.�::i::w::r•...i•?:::.:::;:.�.......i:?:iiiii:�ii:•isi�i:•}::::::v:::v.:{:??J:+.4:vii:?i�:?{Jinn:?4:4i:•i:�?:i:::.::v::::::::::n�:::::::::::::v:::..:......... +:�:.iiiii:•i'4:?v:Yi%:::..•:.:::'4:?i'•. :vi i^:}i:'v::: .�:•py:ni:L:::.�:?.:'�::i?+.�:::........... w::.... w:::::::.�.�.?q}ii::' .............................::•:\...............................::v:.�:::::::::•:.�::::::::•:.�.�:..�:::w....••.:..:::::::::::•::::�:wi'r:::.�i:; j�y(::•::::::•::::n•.�::::::::?:v:•:::::4:•iv:?:::::.:::?4:i^iiiii:w:.:..... :?:..�..::.::::::•:.}::::::.:iiii::•:::ni:?++•?ii....i?-:•iYi:.....i:•:•i:?:vi?:4i:•:ii•:•:is??•....i:•ii:.:.:Jiiii:???tin•:iii.i:.:::::::i:?C•ii::.i:.i:.i:•iii:.i:^iii:?•:::. Olr n�ranee:cos;::::>:>.:::;;,?.:;;:•.i::.>;:<.»:.:<.;:<•ii:;.;;;;;;•<::?.,.:.:.:,::,.:..:: ......_... ....... .. ........ .. ... . .. ,;:.:::.:.::::: Xx .. ...... ::::::::::::::::::::::::::::::::::':: :;. ............ ........ .;,:.:..;,..,.;:<:,.;.'<:.>:::.;::..?:.;..:;::?:::::;:•::;:::;:>::::;;;::::.;:•r; ?;:::;:>;::.:.:;.;-.;'.;::.. :c any n ..... . .... .:?. .... . ...... :address.:: ...:::... . . .................. .... `b on HX :><` .. >... "#.':;:•' ':''::,:.:;:.';4,.j:::;:;i�;: ;:::::i.. . 1":;� ;:::::'•f?i::::jt:. ��•�•C\is�Va3ii:^�:•��?.T{+?'<:ryv:i:):ti ';'�::is4:;:�{:;:;':.;::::;:;>:;i:�':?;';:;:;?:!;is Fri:;i?i:�i.`.;:j��:;:;�:;:;�:;:ii�i::;:::i:`:'+?:::j:`):j}}:::.:.�?�oix•. ��niiaran Fal>>Qe to secu a coverage as required under Section 25A of MGL 152 can lead to the imposition of eriadnal penalties of a 9rre up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and aline of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby verb/& 'the pains andpqnaNes of p 'ury that the information provided above is true and correct Date Signature Print name / �n 1�`/ lI��' Phone 3 oi$cial use only do not write in this area to be completed by city or town official city or town: permit/license# • ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑othu'- (rmad 9195 PIN Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for tl,'eir employees. As quoted from the"law", 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 section 25 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,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 .ia Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying Y co an names, address and phone numbers along with a certificate of insurance as all affidavits ma be 'r. J�"D mp .. ny 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 oor license is being requested, not the Department of Industrial Accidents. Should you have any questions regazding.the`haw"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. rM City or Towns 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 permitllicense number which will be used as a reference number. The affidavits maybe retari d ib the Department by mail or FAX unless other arrangements have been made. _ The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Deparr<nent's address,telephone and fax number: The Commonwealth Of Massachusetts . Department of Industrial Accidents Office of Imlestlgations 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 1 Property Location: 10 LOWELL AVENUE MAP ID: 036/038/ Vision ID: 2342 Other ID: Bldg#: 1 Card 1 of 1 Print Date:09/15/2003 13:28 "'` CURRENT OWNER`' n `` TOPO UTILITIES STRT.%ROAD• IODATION `C URREIVT ASSESSMENT BARNS TABLE,TOWN OF(REC) 2 Public Wate. Description Code Appraised Value Assessed Value as 1 aved EXM LAND 9030 297,000 297,000 801 67 MAIN STREET XEMPT 9030 97,900 97,900 YANNIS,MA 02601 ept1C Barnstable 2003,MA _. .r,: SUPPIEMENAL DA :. ;wE ccount# 21791 Plan Ref. Tax Dist. 200 Land Ct# er.Prop. #SR Life Estate VISION DL 1 � Notes: DL2 CIS ID: 2342 Totali 394,900 394,900 RECORD OF OWNERSHIP ; BK-VOL/PAG-E SALE DATE /u vl, SALE PRICE':[!C. PREVIOUS ASSESSMENTS HLSTORY ARNSTABLE,TOWN OF(REC) 276/483 Q 0 Yr. Code I Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value 2002 9030 297,000 001 9030 297,000 2000 9030 165,600 2002 9030 97,900 2001 9030 97,900 2000 9030 97,400 Total: 394 900 Total: 394,900 Total: 263,000 = . ` • ° ° This signature acknowled es a visit b a Data Collector or Assessor EXEMPTIONS -: OTHEhR`ASSESSMENTS , •.- ' g g Y Year T e/Descri tion Amount Code Description Number Amount Comm.Int. <.,.:APPRAISED,KALU-°SUMMARY. Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 . _ 11�OTES , Appraised OB(L)Value(Bldg ) 97,900 Total: Appraised Land Value(Bldg) 297,000 V ,M, Ar" Special Land Value ELIZABETH LOWELL PARK Total Appraised Card Value J 394,900 Total Appraised Parcel Value 394,900 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 394,900 BUILDING .,. S'VISIT/CHANCE HISTORY ri PERMITRECORD Permit ID Issue Date Typ e Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. I Purpose/Result B35808 4/1/1993 NN 20,000 0 COSHED 5/20/1999 FS 00 eas/Listed • a L1 ND LI1VE VALUATION SECTIONS B# Use Code Description Zone D Fronta a Depth Units Unit Price I.Factor S.I. C.Factor Nbad. Ad'. Notes-Ad%S ecial PricingAd'. Unit Price Land Value 1 9030 UNICPAL 2 3 3.00 AC 92,000.00 1.00 E 1.00 03AB 0.99 PCL(3.,U30)Notes:30 3SITE 297,000 Total Card Land Units 3.00 ACI Parcel Total Land Area: 3.00 ACI Total Land Valuitl 297,000 Property Location: 10 LOWELL AVENUE MAP ID: 036/038/// Vision ID:2342 Other ID: Bldg#. 1 Card 1 of 1 Print Date: 09/15/2003 13 CONSTRUCTIONDET47 SKETC . Element Cd. Ch. Description Commercial Data Elements Style/Type 94 Outbuildings Element Cd. Ch. Description Model 00 Vacant Heat&AC Grade Frame Type Baths/Plumbing Stories OccupancyCeiling/Wall ooms/Prtns Exterior Wall 1 /o Common Wall 2 Wall Height Roof Structure Roof Cover Interior Wall 1 Element Code Description Factor Interior 2 or Floor 1 Complex Floor 2 nit Location eating Fuel Heating Type umber of Units C Type umber of Levels /o'Ownership Bedrooms Bathrooms COWAIARICET VALUATION- otal Rooms nadj.Base Rate 21.00 Size Adj.Factor 0.00000 ath Type Grade(Q)Index 0.00 Kitchen Style Adj.Base Rate 0.00 Bldg.Value New 0 Year Built 0 ff.Year Built 0 rml Physcl Dep 0 ` uncnlObslnc 0 MIXED USE Econ Obslnc 0 s Specl.Cond.Code 9030 MUNICPAL 100 Spec]Cond% Overall%Cond. 0 eprec.Bldg Value ^ OB-OUTBUILDING& YARD ITEMS(L)./XF BUILDINGEXTRA FEATURES( Code Description LIB Units Unit Price Yr. Dp Rt %Cnd Apr. Value Toilet Rooms L 140 150.00 1900 0 100 21,000 Locker Rooms L 672 75.00 1900 0 100 50,400 Dugout L 500 25.00 1900 0 100 12,500 Bleachers L 2,600 5.00 1900 0 100 13,000 SHED Shed L 120 8.00 1979 0 100 1,000 BUILDING SUB-AREASUMMARYSECTION,_ Code Description Livin Area Gross Area E .Area Unit Cost Unde rec. Value lTd Gross LivILease Arm 0 01 0 1 Me Val. SEP-12-2003 FRI 11 :19 AM KEYSPAN ENERGY DELIVERY FAX NO, 17818904898 P. 02 �� KaySpan Energy Delivery 127 W16(e5 Pall Soulh Yarrnouth,h/;yssac!i.isott u3Gr,� September 12, 2003 r Fie: 10 Lowell Ave Catuit Graver& F&Elheny Custorn Builders 56 Bowdoln Rd Mashpee, MA 02649 To Whom It May Concern.- This letter is to confirm that there is no natural gas service to the above referenced property. If you have any questions, please call 508-760-7530. Sincerely, Steve Jacobson I"ield Supervisor SOMMENEW ll, 11 ;Ojlo�' AtwUw COI. INC. 4650 Route 28 Cotuit, MA 02635 '(508) 428-6032 FAX(508) 420-0583 September 10, 2003 Dear Carey, Per your request we have disconnected the electrical and telephone to the scorers booth at Lowell Park. Please call if you have further questions. Sincerely, �j . Rodney W. Am s Ames Electric Co., Inc. RWA/lh Cotuit ,Fire Mittrict * 1 Water Mepartateat 19i6 ��i 4300 FALMOUTH ROAD, P.O. BOX 451 U Y COTUIT, MASS. 02635 PHONE (508) 428-2687 FAX (508) 428-7517 September 15, 2003 Mr. Carey Grover PO Box 1080 Cotuit, MA 02635 Dear Mr. Grover, This letter confirms that the Cotuit Water Department does not have a water service feeding the press box building at 10 Lowell Avenue in Cotuit. Sincerely, Sheri Leavenworth Busin:ss Manager, i. 1 ✓�ie �ov,Umovzu�ea�t ..�asac/z..�aP,�a ,�i , BOARD:OF BUILD G REGULATION$` License: CONSTRUCTION SUPERVISOR. v Number: CS 077754 .. +. Birthdate: 11/22/1957 , l Expire§:11/27J2003a Tr.no: 77754 estri d To: 1 G ,. CAREY C GROVER � 1 _ PO BOX 1080 i � "COTUIT, MA 02635 Administrator _ A IF < ✓1ze �omv�naov,�uea�i a �:l/1',aeocu•�ivael� �`: i Board of Building Regulations and Standards t HOME IMPROVEMENT CONTRACTOR Registration: 131892 ' Expiration: 10/4/2004 Type: DBA GROVER&MCELHENY BUILDER I EAREY GROVER 56 BOWDOIN RD. MASHPEE,MA 02649 ��,n,,,p�.rer••r The Town of Barnstable Office of Town Manager 367 Main Street, Hyannis MA 02601 Office: 508-862-4610 John C.Klimm,Town Manager Fax: 508-790-6226 Joellen J.Daley,Assistant Town Manager September 2, 2003 Mr. Paul M. Logan 136 %itmar Road Cotuit, MA 02635 Dear Paul, I am pleased to grant you permission to replace the existing backstop and building at Lowell Field in Cotuit. If there are any questions in regard to this please feel free to contact me at your convenience. cere —�1 O. Jo C. Klimm Town Manager JCK l� S c�� c�a�✓Ncu ation of a family apartment, the owner of the property it with the Building Commissioner providing any and re compliance with this section including, but not emodeling or addition to accommodate the reciting the names and family relationship among t accessory use restriction document. upancy of the family apartment, a certificate of e Building Commissioner. No certificate of uilding Commissioner has made a final inspection family dwelling for compliance and a copy of the riction document recorded at the Barnstable Building Division. a family apartment affidavit, reciting the names and s and attesting that the property is the year-round vner and family member(s), shall be signed and "t i Perry, Tom From: Curley, Dave Sent: Wednesday, September 12, 2007 1:25 PM To: Perry, Tom Cc:.. 'paullogan@verizon.net' Subject: Lowell Park Improvements Tom, The Town of Barnstable Recreation Division and the Cotuit Athletic Association have entered into a user agreement for the purpose of allowing the Cotuit Kettlers primary usage of the Lowell Park facility. The Cotuit Athletic Association, a non-profit 501 c 3 organization, has provided significant improvements over the years to the Town facility, located at 10 Lowell Avenue, Cotuit, Ma. 02635. The Cotuit Athletic Association has requested to perform the following work at the Lowell Park site: re-sod the infield, repair and install fencing, and re-place the grnadstands/bleachers. The Recreation Division has approved the request to perform the above work on the Town site. The Cotuit Association must obtain the proper permits for grandstand installation. The Town and Cotuit Athletic Association enjoy a strong harmonious relationship in delivering quality services to our residents and visitors. Regarding, the permit process, certainly said building permit must be obtained, the work that is being done by the Cotuit Athletic Association is greatly appreciated as all of the upgrades do belong to the Town of Barnstable. With respect to the building permit fee, this is the responsibility of the Cotuit Association, recognizing the efforts and gifts by the Cotuit group, if the permit fee can by waived or reduced, that would be appreciated. In closing, the Town approves the Cotuit Athletic Association's request to perfom the above work at Lowell Park. If you deisre additional information, please do not hesitate in calling me, Thanks, Dave Curley. 1 I. 4 TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 036 038 GEOBASE ID 2179 ADDRESS 10 LOWELL AVENUE PHONE COTUIT ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 77771 DESCRIPTION 2 STORY PRESS BOX STRUCTURE& SHOP PERMIT TYPE BCOC TITLE OCCUPANCY/NEW COMMERCIAL CONTRACTORS: Department of ARCHITECTS: g y Re ulator Services TOTAL FEES: $75.00 BOND CONSTRUCTION COSTS $.00 tf1E 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE +► BA MSTABLE, MASS 039. ♦� BUILDING DIVISION Y DATE ISSUED 07/09/2004 EXPIRATION DATE r,r`y a ,s TOWN OF BARNSTABLE BUILDING PERMIT ' PARCEL ID 036 038 GEOBASE ID 2179 ADDRESS 10 LOWELL AVENUE PHONE COTUIT ZIP — LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 72049 DESCRIPTION 16'x 24' 2 STORY WOOD FRAME PRESS BOX PERMIT TYPE BUILDA TITLE NEW BUILDING PERMIT ACCES CONTRACTORS: GROVER & MCELHENY BUILDER Department of ARCHITECTS: Regulatory Services ,TOTAL FEES: $557.50 BOND $.00 THE CONSTRUCTION COSTS $75,000.00 328 OTHER NONRESIDENTIAL BLDG 1 PRIVATE 0 ; MASS. 039. 1 C RFD MP'�A BUILDI G DIMS ON BY DATE ISSUED 10/06/2003 EXPIRATION DATE F �r•' ""g TOWN OF BARN STABLE BUILDING PERMIT FARCEL, ID- 036 038, GEOBASE ID 2179 --ADDRESS- 10 LOWELL AVENUE i PHONE COTUIT ZIP — LOT \` .. BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT. CT I PERMIT 72049 DESCRIPTION 16'x 24' 2 STORY WOOD FRAME PRESS BOX PERMIT TYPE BUILDA TITLE NEW BUILDING PERMIT ACCES CONTRACTORS:: GROWER & MCELHENY BUILDER .,F - Department of ARCHITECTS: Regulatory Services t,TOTAL FEES: ;$557.50 COND .00 NSTRUCTION' COSTS $75,000.00 328 OTHER NONASIDENTIAL BLDG 1 PRIVATE 0- . * BARNSTABLE, MASS. 1639. a —AUIM MD!NGDIVISJON BY ff DATE ISSUED 10/06/2003 EXPIRATION DATE V VC, � 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. 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. POST THIS CARD SO IT IS VISIBLE .FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION PP OVALS 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER:4 SITE PLAN REVIEW APPROVAL WORK SHALL NO PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS�STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. rr NOTFn.AR0yF... - ,. s l `A • �Z Assessor's office(1st Floor): � Assessor's map an t number, 13 Qom '°� pi TNE.TO Conservation - I d_ --`w a31 ,, 3 E`"��'�LL�D��! ®i � Board of Health(3rd floor): - WITH TITLE ' Sewage Permit number ��Lj� ENVIRONMENTAL O Engineering Department(3rd floor): House number —r� TOWN RE(xi�LATI� Definitive Plan Approved by Planning Board 19' APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION _uk-- @ 19 `7'3 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location L b CJ1JA5 G L A1149 -6f}-LL f/E1-0 Proposed Use M AVP7ZF^/470 eee 6.s�l�17 Zoning District fatFire District Name of Owner �araN df ,B�r2�JSTi��t,� Address NameofBuilder Address J3 T&Ax2� G N Name of Architect 4 Address LAti Number of Rooms Foundation Exterior vv. C . G SPA) X Roofing Z 3 �'� OP2� 7- Floors Interior Heating 1V d NG' Plumbing Fireplace IV a^J G� Approximate Cost ?-'�i o �D Area �� Diagram of Lot and Building with Dimensions Fee Oq N t^o tr- r N et- OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I I hereby agree to conform to all the Rules and Regulations of the Town of arns le regardi g t e above construction. Nam Construction Supervisor's License n )Z �� TOWN OF. BARNSTABLE z ' N 35808 Permit For SHED } ilf Commercial Bldg. Loon Lowell Avenue 1 y . s Cotuit Owner. %Town Hof Barnstable Frame - Type of Construction _ Plot -'rl' Lot � r•_ `. g <, _ .. ._.. �k _ Permit Granted -April 26 , 19-.9 3 Date of Inspection 19 ' G 1 Date Completed //�• 19 4 ,. ° ♦ .r # a +. 1 RT• r COMMONWEALTH `� u: ►�— OF 1 a-C MASSACH ( `7•'fl b y YYY d. 1 t ki. , 1 U430 Oso EXPIRATION DATE * 6 y ' t ' : W �, 4 h C � to C � 06/30/1993 1.;1�1 1 1�'O.I, p F �{�,l W C apt J O .d �. @ - N —r O RESTRICT IONS t �c .� .+ o J Q NONE �. Iu -3a-06?8 ` { �ONLIV) FEE: i r 100.00 , HEIGHT ' T( 1 .' l s I DOB: ' ' I Ot/161193 -•I'il, TNR docuMENT MUST ' i•' 4 , ' CARRIED ON f11E PER80 s s "! - t THE NOLpER M71EN EN t I TNUNN/RMT E0. N 1N1I ocCuv 1 ,•, .'3[}1''- .?�'.+Via A*A wr....r.�...,•,.. - i it MIJtikI 7i�if►1l�k�Y. 1 '�`�+':ast �( f' i.�R t^'r $ i 7 "i f y 9 �"c"t't1,�+�Rcq�.„�- • � u�+aeclwwo5* - a 33SN3311 10 . .. o 34R1YNDII oN� I31l Ai o3NDIC 1LLNR olYAr10 f` l d ;llnl03 ANWHIF � ° 1 +b1fA �Q �66I/Of/90 a 31y0 3AU03d.13 4r . �►w otsoe ' ..a H 1 1 .EA1►Fuiv3MNowwoo otot • e t , } r^ r +t SERVING WINDOW o WEST ELEVATION GARAGE DOOR i L iPw� f PINE TRIM WHITE CEDAR SHINGLES 3068 DOOR 3068 DOOR ❑ ❑ ❑ ❑ END -ELEVATION 26._0„ - 9x7 overhead door COUNTER o o [V STORAGE _ 3068 steel oor - o a N is._10" 12'-2" 3068 steel oor • Kettleers Storage and Snack Bar Lagadinos Construction February 1993 r; 235# ASPHALT ROOF SHINGLES J 1/2" CDX ROOF SHEATHING 2X8 ROOF RAFTERS 16" O.C. I 1X8 COLLAR TIES f ' 2X4 WALLS 16" O.C. 1/2" CDX WALL SHEATHING WHITE CEDAR SHINGLES 5" T.W. i 3/4" T AND G SUBFLOOR /vlj r 2X10 JOISTS 16" O.C. 2X10 JOIST 2X6 P.T. SILL_ 3-2X10 GIRT . 3 1/2'' LALLEY COLUMN CRAWL SPACE WITH 2" CONCRETE 8" POURED CONCRETE FOUNDATION DUST COVER • POURED CONCRETE FOOTING I 8X8X16" FOOTING CROSS SECTION ll APPRO I TQ ®l UR1111ABL Beiidbig laspeetin Department - t"ETo�~� RECREATION DEPARTMENT ! of the i BeBa9TAM : TOWN OF BARNSTABLE .639 141 Bassett Lane DIRECTOR OF RECREATION 0 w Kennedy Skating Rink David Curley Hyannis,MA 02601 - Tel: 790-6345 TOWN OF BARNSTABLE Fax: 775-5742 BUILDING DEPT. To: Warren J. Rutherford, Town Manager D MAR 1-6 1993' Robert Smith, Town Attorney Tom Mullen, DPW Superintendent 1 11, 2, I W E Joseph Daluz, Building Inspector E L; �YJ Thomas McKean, Director of Board of Health From: David Curley, Director of Recreation Subject: Lowell Park Renovations.' '- Date: March 11, 1993 The Town of Barnstable has been involved in the family entertainment business at Lowell Park for almost half a century. The Cotuit Athletic Association has been directly sponsoring adult and.`youth baseball for many years. -.,`-. Along - with this responsibility; surfaced additional duties involving the maintenance program for the facility. The Cotuit Athletic Association appreciates the past efforts performed by the Department of Public Work's Structures and Grounds Division and certainly hopes the quality? 4, relationship and support will continue r The semi- professional baseball program is in operation from June to August, approximately 10- weeks. Through the years, the Cotuit Kettleer organization has made improvements, repairs, and has done a nice job in maintaining the facility. The most recent improvement or upgrade was replacing the infield along with the installation of a sprinkler system. The Cotuit Athletic Association appeared before the Barnstable Recreation Board approximately 6 weeks ago and followed that meeting up with another session to discuss their requests on Thursday, . March 11. Attending the March 11th meeting at Lowell Park were: Dr. Richard Sadowski, President of the Athletic Association, Paul Coleman, Supervisor of Structures and Grounds, Steve Medeiros, Structures Foreman, and David Curley, Recreation Director. All in attendance were in full support of the various changes. The Cotuit Athletic Association comes before the Town of Barnstable to request permission to perform the following: 1. When the dugouts were built years ago, " they could accommodate a team of 15, today the dugouts need to be large enough to accommodate up to 25 players and personnel. The Cotuit Athletic Association requests permission to expand the dugouts by 16 feet on the third base side and by 12 feet r on the first base side, keeping the depth and height the same. 2 . The present wood storage building, 35 years old, is full of rot and needs immediate attention. The Cotuit Athletic Association requests permission to raze this structure and replace it with a larger unit which will address the storage and concession needs. The new structure will be two feet shorter in length but approximately 12 to 15 feet more in width. The need to have a portable trailer on site will be erased if this structure is built. 3. With increasing costs and the need to provide a food service, the Cotuit Athletic Association requests permission to construct a concession stand. This concession stand would be built as part of one unit with the storage shed and be operated and maintained by the Cotuit Athletic Association,- much like the structure that was built by the Little League organization last spring in 1992 . Certainly the Cotuit Athletic Association understands whatever is built and maintained on this facility belongs to the Town of Barnstable and that is why they want to do it right. Annually, the Cotuit needs to raise approximately $ 70,000.00 to operate the 10 week program. In order to accomplish the above requests, about $ 25,000.00 would need to be raised. The Barnstable Recreation Advisory Board, the Supervisor of Structures and Grounds, Paul Coleman, and myself endorse these projects and will provide support if possible. Would you please comment on the feasibility of . the Cotuit Athletic Association constructing this type of structure and the possibility of t_ he group to expand the dugouts so as the Association may improve the operation. Also, please offer comments regarding Town of Barnstable codes if they apply and how this might impact your department. Would there be any concerns legally with allowing the group .to proceed in this direction. I would appreciate your concerns and responses at your earliest convenience. Respectfully submitted, David Curley Director of Recreation cc Paul Coleman, Supervisor of Structures and Grounds COTUIT ATHLETIC ASSOCIATION, INC. ¢- P. O. BOX 411 / COTUIT, MASSACHUSETTS lKe 02635 leers -it 7 March 2, 1993 David Curley Barnstable Recreation Commission Kennedy Skating Rink Bearse's Way Hyannis,MA 026091 Dear Dave: As I discussed with the Barnstable Recreation Commission at the January, 1993 meeting, the Cotuit Athletic Association would like to alter the facilities at Lowell Park in three areas. First,the dugouts that presently exist were built to accommodate a baseball team of 15 with two coaches. Present teams, due to League rules,consist of 20 ballplayers plus three coaches,two batboys, and an athletic trainer. As a result a significant portion of the team sits outside the dugout resulting in a safety hazard, as well as making coaching difficult Our proposal is to extend the present dugouts by approximately 16 feet using the same depth and height that presently exists. Secondly,the storage shed at the edge of the parking lot was placed on the site approximately 20 years ago, having served 15 years at the old Boy Scout Camp prior to that It is used for the storage of all the maintenance and baseball equipment required at Lowell Park. Unfortunately,the wood is rotting, and, despite our repeated efforts to repair the building,the flooring and roof have reached the point of being non-repairable. As a result, and because of our increasing inventory of maintenance equipment for Lowell Park,we now rent storage trailers for the summer. Frankly,the trailers are an eyesore and will only become larger in size as more of the shed becomes unusable. Our solution is to raze the existing building, and replace it with a larger unit that is structurally sound. Third,we have enjoyed a tremendous increase in attendance at Kettieer baseball games over the past four or five years. It appears that 47 years of providing family entertainment to the Kettieer Community has been well received. Unfortunately,the costs of operating the ball club, maintaining Lowell Park, and the Association's civic contributions have dramatically increased. Fundraising has, by necessity, become a major effort of the Association. While direct donations have continued to be very steady,it is very evident that we need to do more if we are to continue at our present level. A concession stand that is built,run, and maintained by the Association would give us an opportunity to cover our increasing costs as well as insuring a more complete experience for those that attend the baseball games. Enclosed is a set of plans that depicts our proposed concession stand and storage shed. We are proposing one building rather than two so as to minimize the impact on the site. The height of the building would be approximately consistent with the existing shed and the length of the building as seen from the streets through the trees would be two feet shorter than the present shed. We chose wood shingle sides in keeping with the present shed and rest rooms. Adequate passage for trucks to the left field gate is still maintained. Safety for the spectators is always our concern, and we feel the concession stand is far enough away from the field to pose no danger to those waiting for food. We are very aware of our responsibility in maintaining and improving the facility at Lowell Park. We are also very much aware that any improvements to Lowell Park must be in keeping with its unique village setting. We hope that our plans fit these criteria. If you have any questions,or need further clarification,please do not hesitate to call me at 888-2336. Sincerely, Richard H. Sadowski . President /R TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � 'b a3 Cy Map Parcel Permit# `` ® kleaitK ivis6r ion` Date Issued 1 Conservation Division) Fee '_--Tax Tax--o'C"'fle or Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis f Project Street Address 119 J / Ave Village �', 7vi Owner Dcy� �� ( Address Telephone Permit Request ff quare feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. 'r 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 Cl 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 t 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 / BUILDER INFORMATION Name I/ �1�, -C �s��, Telephone Number Address 5 _ akew(ctv a License A.5 0 7 f o&& / ex9or o LZ a ` -D��5� Home Improvement Contractor# Worker's Compensation# &c— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _ 1 SIGNATURE DATE T0/91 ,c� j FOR OFFICIAL USE ONLY P6RMIT,NO. DATE ISSUED - MAP/PARCEL NO. a 6R ADDRESS VILLAGE F , OWNER` , DATE OF INSPECTION: 4 . 1 - j - { FOUNDATION FRAME INSULATION ' FIREPLACE _ F i ELECTRICAL: ROUGH FINAL 1 r PLUMBING: ROUGH FINAL L GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT• - •• r ASSOCIATION PLAN NO. A �y The Commonwealth of Massachusetts ' Department of Industrial Accidents -° Ol/Ice oflosestigatioos 600 Washington Street Boston,Mass. 02111 WorkersIC om ensation Insurance Affidavit name location city 44 )44 , phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole netor and Have no one workin in ca achy I am an employer providing orkers' compensation for my employees working on this job. ❑ P................:.::::::.:.. >:::z-...::>:::>::;::>>:>;;:;::::.:::::::::::.::>:::> .; ;: ..:<.: ..:::::.:.......:::::..: .:.. . X. m an;name.:: .. .. . .. ? ' ``'>.. t, c►tw 1 /�i tQ . phone 4.anstlranceco a : ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: com an name: ........;.. ..::::::::::;:::::.:; . .................. ................ ............. ..................................... ............ J�� ..............................:...........................................:::. :://.`:S:`:: �: :::i:.i:.iii:::iiii:;:v::"::::i:;iii ::::::ii: :.iii±:j:i::ii:::i?::::::i:<.:_.i:;i:i::i:<:i{•::::::: :i:;•:';i:•...:.::+..:::';;isnil:iiiii;;;;•iiii:•?:•:•::^iiiiiiiiiii:'�i?i'.i'.i:::isii:v:i::�:iii:v:��i'.iii:i:.:.}'.;:.r:.;,;;y;•.;i`;:::i:;:yyvFi?;;;i:•i:;??i:::i':::.{:, ollC�' sa.na addtesss gene------------------ h ::.....:: .. . .;.;...::.;..:..::.::.;::.;:.;....:::: ..... .....: .. . X. `h . ........................:...........::.........................:......................:::... i. Fail�e to secore coverage au required under Section 25A of MGL 152 can lead to the imposition of erindnal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER snd aline of$100.00 a day against me. I mderataud that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify tl pains a ties of perjury that the information provided above is trams and coned Signature Datei3/.s0 Print name Phone# sot official use only do not write in this area to be completed by city or town official city or town: peradt/llcense# []Building Department. ❑Licensing Board ❑checkff immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other_ (mvind 9195 PJA) r , C Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all.employers to provide workers' compensation for their employees. As quoted from the"law", 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 representative s,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'therem, 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 section 25 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 building's in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and 'If ,. 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 4 are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns 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. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of.Investigations would like to thank you in advance for you 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 OIflCe of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 CD 0 =CD ............... 00 `fl is b -_M --ffPARIdEMT 6F PUBLIC SdiEi�f, � tOKSTB,t�L Iilk[531�:QJFS6R�E,{Ed$I` �. cc - & trrctef it o w AARBL�°. SQif IIF cr j 3? E I�EVIE r n. a i 036038 1 d�9 036038 ;V : 000217 0000000 .b 03AB BARNSTABLE,TOWN OF(REC) s. 903 '. p � 00000000 - " 367 MAIN STREET YANNIS H MA 02601 00-0000 000 000000 ; / 276 " BARNSTABLE,TOWN OF(REC) 0000 ., , 276/483 Ual an 000165600 ng 000097400 e' 0000047600 ... 10 1 LOWELL AVENUE 0931 0245 ` W 0000MINE E g 0000 �° P y BEEN �e _ z' �,.:, j - •,'�. / • 'i,. Paz' �1 a�sJ.r,\� u'�;z,.a... ®ST oFF CC 4 "04 « CCOTUIT) McKINNELL McKINNELL & TAYLOR INC. 164 Washington Street,P.O.Box 336,Norwell,MA 02061-Tel:(781)878-62D-Fax(781)878-8920 MUM. !� ?::;:.. ................................ To: Town of Barnstable Date: 10/03/00 367 Main Street Hyannis, MA 02601 Project No.: •00154.00 Attn: E.L. Ulshoeffer Re: USPS — Cotuit cay We Transmit Via: OX Attached X]USPS Separately Express Mail Hand Deliver, -------------------- �AAPIRAl1'I1ARRrtRRAAR11AArm "Other The Following: i t y X Prints Sketches ❑Specifications . Q Submittals Change Order Copy of Letter Requisitions ❑Work Order Other. DESCRIPTION/REMARKS:Enclosed please find CSK SP-1 and CSK A-1 for the above referenced project for your review. THESE ARE TRANSMITTED AS CHECKED BELOW.• Use F]Files. Approval Approved as Submitted Q Approved as Noted [—]Review&Comment F-1As Requested Distribution ' Returned for Correction Revise&Resubmit l ' Signed: Jim.McKinnell cc: Robert Burgmann—Town Engineer Thomas F. Geller=Dept.Health, Safety&Environmental Services Tom Sieminski Triumph Trailer Leasing L `13: Oki &e, " � BEN$ONWOOD www.bensonwood.com June 10,2014 Village of Cotuit Town of Barnstable ' Building Division 200 Main Street,Hyannis,MA 02601 Re: Cotuit Grandstand at Elizabeth Lowell Park, 10 Lowell Ave,Cotuit Massachusetts 02635 Permit#: 201401354 To Whom It May Concern: As of the date of this letter,the framing and all other structural components have been observed, during factory fabrication for the above referenced project,as:well,a site observation.has.been performed. As the Senior Engineer,I hereby certify that the framing components(heavy framing,light framing, guardrail,benches, etc.)fabricated off-site and installed on site (by Bensonwood) to be accurate and consistent with Bensonwood's stamped Structural Documents originally submitted for Permit on February 13s',2014,and revised on March,26th 2014. Additional minor changes were made since those drawings were issued,and I certify those changes were designed,detailed, and constructed under.xriy supervision. These structural changes are incorporated into the document titled Maintenance Manual for the Wooden Grandstands at Elizabeth Lowell Park,.Cotuit,MA dated June 05,2014. OF Yours truly, NE 60�8 STE Christopher Carbone,PE, Massachusetts Structural Engineer License# 50936 - Bensonwood 6 Blackjack Crossing•Walpole,NH 03608 •603.756.3600 •Fax:603.756.3200 •info@bensonwood.com tv SOUTHERN YELLOW PINE GLULAM SPECIFICATIONS Buu.nLR. -THE TIMBER FRAME SUPERSTRUCTURE IS COMPRISED OF SOUTHERN YELLOW PINE GLULAMS CONFORMING TO THE SPECIFICATIONS AS DESCRIBED BELOW. 1 114'HOT OIP GALVANIZED STEEL -THE TIMBER TREATMENT MEETS THE AWPA STANDARD Ul,COMODITY SPECIFICATION F, 2x6 STADIUM GRADE POC BENCHES HANDRAIL AT ACCESSWAYS,TYP TO THE REQUIREMENTS OF USE CATEGORY 48. -THE SYP GLULAMS MEET THE GRADE SPECIFICATION OF 20F 1.5E, 4x6 POC BENCH POSTS THEIR MOISTURE CONTENT,AT FABRICATION,IS APPROXIMATELY 127.. -THE GLULAM TIMBER SIZES SHOWN ARE ACTUAL. 514'POC DECKING,OF. - -THE TIMBER SIZES ARE SUBJECT TO SLIGHT REVISION;BUTO4LY GAURDRAIL POC TOP RAIL,SEE UNDER THE DIRECT SUPERVISION OF THE ENGINEEROF-RECORD FOR THE FRAME. 5-2.3 FOR DETAILS .THE TIMBER CONNECTIONSARE BASED ON TRADITIONAL METHODS-USING CIVIL-ENCIM>ER: _ - 64 POC NEWEL POST AT MORTISES,TENONS,SPLINES,PEGS,AND KEYS.THE CONNECTIONS WILL BE DESIGNED GRANDSTAND SEATING,TYP. AND DETAILED UNDERCONNECTORS (DIRECT FEET FOR EXAMPLE) THE ENGARE TO BE SIM SON D. \ 3x6 POC MID RAIL .ALL METAL CONNECTORS(AT POST FEET,FOR EXAMPLE)ARE TO BE SIMPSON OR EQUAL. WELDED WIRE MESH GAURDRAIL -TM ESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE BEE SHEET S-2.3 FOR DETAILS UNLESS THE WORK IS PERFORMED UNDER THE DIRECT SUPERVISION OF THE ENGINEEROF RECORD OR ANOTHER LICENSED ENGINEER-WITH THE WRITTEN �! APPROVAL OF BENSON WOODWORKING CO,INC. 11/4'HOT DIP GALVANIZED STEEL HANDRAIL ATACCESSWAYS,TYP �� / . -_ PORT ORFORD CEDAR SPECIFICATIONS li vn c: / -THE TIMBER BENCHES,BENCH POSTS,NEWELS,SPUR DRAILS,AND DECKING ARE PORT ORFORDCEDAR MEETING THE GRADING AND SPECIFICATIONS AS DESCRIBED BELOW.. -THE POC FOR THE SEAT POSTS,DECKING,NEWELS,AND GAURDRAIL ARE NOA DENSE GRADE FREE OF HEARTSCENTER. -THE POC FOR THE BENCHES AND BENCH BACKS ARE STADIUM GRADE,DENSE GRADE, FREE OF HARTS,WITH ONE FACE AND ONE EDGE FREE OF MOTS. THEIR MOISTURE CONTENT,AT FABRICATION,IS APPROXIMATELY 30%. -THE TIMBERPOC SIZES EER SIZESARE SHOWN ARETO NOMINAL. _ -TH UNDER HER DIRECT SUPERVISION SUBJERVISI NOSLIGHT REVISIGINEEON;BUTONLV UNDER THE DIRECTCTIONS RE AS THE ENGINEERNALRECORD FOR THE FRAME. -THE TIMBER CONNECTIONS ARE BASED ON TRADITIONAL METHODS-USING ELECTRICAL: MORTISES,TENONS,SPLINES,PEGS,AND KEYS.THE CONNECTIONS WILL BE DESIGNED / AND DETAILED UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF RECORD. -.�— ALL METAL CONNECTORS(AT POST FEET,FOR EXAMPLE)ARE TO BE SIMPSON OR EQUAL, _ -THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE UNLESS THE WORK IS F THE ENGMEERO PERFORMED UNDER DIRECT O CORD ORANO HER LICENSED ENGNEER-WITH THE WRITTEN APPROVAL OF BENSON WOODWORKING CO.,INC. 0 FRAMING SYSTEM: O'I'1IEk: -THIS STURCTURE UTILIZES PRESSURE TREATED 2X FRAMING MEMBERS AT ALL PLATFORMS AND DECKING. •, -THE PT RANTING MEETS THE SPECIFICATIONS FOR NO.2 PRESSURE TREATED SPF WITH TREATMENT SPECIFICATION OF UC38. -THE PT FRAMING IS CONNECTED•��— �1 \ -THE RAM ING SIZES,S UTILIZING PAC NG,AANDN E CJ ECTIONS A SI EQUIVALENT.RE TO BE SIGNED,DETAILED,AND e = �� FABRICATED UNDER THE DIRECT SUPERVISION OF THE ENGINEER OF RECORD. \_ DESIGN LOAD INFORMATION: ` THESE GRANDSTANDS MEET THE SPECIFICATION OF THE ICC STANDARDS FOR BLEACHERS, FOLDING,AND TELESCOPIC SEATING,AND ICC 300-2012 BLEACHER STANDARD 5x5 POC NEWEL POST AT THESE PLANS MEET THE REQUIREMENTS OF ASCE 7-05 FOR GRAVITY AND LATERAL LOADS, PLATFORM,STAIRS,AND RAMP POC -PLATFORMS. LIVE LOAD' 100 PSF WIRE MESH WELDED D AD - 4 Z WIRE MESH INFILL,SEE DETAILS ON GROUNDLOAD.SNOW 20 PSF p 5-2.3 - GROUND BNOW LOAD: 35 PSF — BLEACHERS: GROUND SNOW LOAD: 35 PSF GRANDSTAND AXQ. DEAD LOAD: 20 PSF SCALE:1 12"=1'-0'• LIVE LOAD: 100 PSF - SWAY LOAD,PARALLEL: 24 PLF SWAY LOAD,PERP: 10 FLY 5' WIND LOAD: 120 MPH;EXPOSURE B V -SEISMIC LOAD. Ss 0.20 O 51=0.054 ` Y_ SOIL LOAD: EQUIVALENT FLUID PRESSURE OF SOIL:30 PCF 5Y6718'PT SYP GLWLAM BRACE • ALLOWABLE BEARING PRESSURE: 5000 PSF .�c _p �5'x6718"PTSYPGI.ULAM CONNECTOR � CLIENT: COTUIT ATHLETIC 3k6 7/8'PT SYP CONNECTOR 5'x67/8'PT SYP CONNECTOR PROJECT"TYPE �63/4'x81/'PT SYP GLULAM GIRT COMMERCIAL fi 3l4'x6 7/8'PT SYP GLULAM BRACE 6314'6718'PT SYP GLULAM POST LOCATION: / 6 314N811C PT SYP GLULAM GIRT COTUIT, MASSACHUSETTS � 11 BENSONWOOD /f ' 613I,ACtJAUK 136-3600 \VAI.I'OLE•Mi 0360R USA I'FIONE:(603)756-3600 I/\ PAX:(G03)756-32U11 \ � � IiMAII.:inli+r!bcnson��roud.cnm � � F STAMP: 1 ��6 314"x8 1l4'PT SYP GLUTAM GIRT 314'x6 718'PT SYP GLULAM GIRT i I O Ilxl UCTURAL y Ji No.50936 „ \ �90,c�sS6/STE �kk� DAIE;: N,tS2014 x \ 3 6718'PT SYP GLULAM BRACE OVAL > -'x9-PT SYP GLULAM GIRT BWC'lII LSE N4'x9518-PT SYP GLULAM GIRT U sl:Ei:T TI TLE: T� 718'PT SYP GLULAM BRACE ^v z S UPE.R ( \SUPERSTRUCTURE AXO. / U STRUCTURE RUCTURL" SCALE:112"=1'-0" AXQ. NOTE: Y PT SYP=NEW PRESSURE TREATED SOUTHERN YELLOW PINE O POC=PORT ORFORD CEDAR 3 C SKEET NUMBER'. O.O Z r •. ... - BUILDER: .. N • '1 79-4• T4Y 2VT 19-3' g-<' 9-Ir 5'{T 8'-0' 6.a I 5-11, 6-6' CIVIL ENGINEER: T.O.FTG -fJ//,,TO.SLAB (-)4a— \! . . a,a T.O.SLAB!J�\ - • — ------7 --- /11n --- I t I.9 —i ————— £ ! !� a—'I l a !SLAB 5.13 m I INO1.-PIHSLAB1' 'OVER 12" ' ! 3 !PITCH IN THIS DIRECTION 3, I I 3 1i—-- -- -- — — —---— — — — — — — — — — 1 — J L _ J L -- -- L--- -- — ! ' --- -------- FT�.FTG 5, I - I y ELECTRICAL OTO FTG O 1 : ! L 6's'��TYPICAL �"19 I ',OF FOOTING ! ! J ! DIMENSIONS e 0t1 1ER: j 3 I , I I 1e'-8•.. — -- -- — i I -- -- -- — —! I — ——— — — -- — J I ! .' �.. .;:, \. ,.,• e-- --! . . ' 'tow-a-m I : `' W. 'a � �,; ---------------------- . ! : ! T.O.FTG L---•--------! v T.O.PIER„_ r — __ __ _ C 0° � ! a .. .z. '.;' `" 'i;, '' '��.� •. "'�w`,u=;� . -aa',tw.y•a .�.:a :�`.,: , -, --- —, a (.)40 T.O.FTG FTG _ I 24' -)40- T"_ ——— O. w C — z O y= -- --- — ——— z : ,, ,, m _ " ,. a A ._�..s..g ,_ .� ,., .....,.* ^�i�. :. . ,"�... :��..�,� :.; .,..,.. .T.o.w. a-0';; ...�� ...... .: .: �...�.,,, ,a .. .�. 'I €. �. ::. :f� s �,,.a:` �, ,�.::�,.�:'. ., .:�.. '„ � ��°. �. •. :• �. �� ; ,•.E I � T\O.FTG ---------- ------------------ ' CLIENT: F)<°' CO IENT ATHLETIC 7..a. 77'.11" s'-o^- T-1a• PROJE T TYPE: 9e'-9• COMMERCIAL O O 3 O 3 g 7> O 9 92 —'93_ / LOCATION: COTUIT, MASSACHUSETTS GENERAL NOTE 1: .` DATUM(0'A")IS TOP OFFOUNDATION WALL,ALL FOUNDATION - ELEVATIONS ARE GIVEN RELATIVE TO THIS BENCHMARK. GENERAL NOTE 2: BENSONWOOD y ALL FOOTINGS TO BE AT LEAST MINIMUM DEPTH BELOW FROST 6 BLACKJACK CROSSING LEVEL,AS PER LOCAL CODE. _ WALPOLE.NI1 03605 USA - - PHONE:(603)756-3600 \ GENERAL NOTE 3: FAX:(603)756-3200 FOUNDATION IS DESIGNED BASED ON AN ALLOWABLE EMAIL:infonAensomvwd.coin S"TAMP: BEARING PRESSURE OF 5000 PSI,PER THE RECOMENDATIONS OF THE RECOMENDATION OF THE REPORT BY BRIGGS ENGINEERING AND TESTING,DATED 9DEC13. GENERAL NOTE 4: \ VERIFY IN FIELD THE LOCATION OF ALL TOP OF WALL ELEVATION CHANGES,WITH CONSIDERATION GIVEN TO FINAL GRADING. \\\ NOTE: THIS DRAWING DOES NOT CONTAIN ALL INFORMATION DAl'E: 02/13R014 NECESSARY FOR CONSTRUCTION.REFER TO ALL DETAILS, SCALE: L4'=V-0" \ SPECIFICATIONS,AND NOTES, > p BwC'I'FAM:FSI3 SHEIK I"fITL7L'�:77� .I�.. V -'------- GRIDLINES z FOUNDATION PLAN I� Z !!I� DETAIL NUMBER x REFERENCED DETAIL SHEET p3 -FOUNDATION DIMENSIONS ROUNDED TO NEAREST 114' 8 SHEET NUM 13Ek: -FLOOR AND DECK F,AFFECT CT ELEVATIONS LE ATIONS OF FO TINGS. STI/B' _ .O SITE CONDITIONS A, DI ENSIO S ROUNDED ED TONE C Z BUILDER: ' N \\ `\ CIVII,ENGINEER: \\ I I.V.A.C.: _ - ELECTRICAL: OTIIER: ----- -- —I it I r e ,6�\ti ,a.1t 22.4 29'it t3116 j5.95116" -- " - I z I I I I I I I I I I I I o I u '3 i I I I ryti, I I tiry. I i t g•'`° I -- I I I ,. 'I M.. 1 ---I ————————————————— \ --------------=----------I ;/I--------------------------J I v c - . >, v ------ ,---- -- ----- ------------------- I v — — -------------------------------- r-------------- ------- --- -----, COTUIT ATHLETIC -�---————— PROJECTTYPE: COMMERCIAL r — — — — -- — -- ———— — — — — — (�' LOCATION: COTUIT, �--I^ ---------------- ------------------ — ------ ��—I I � — -- MASSACHUSETTS 10 1---, � b IBENSONWOOD 6 BLACKJACK CROSSING >>. W ALPOLE.N 103608 USA I'HONI:(603)756-3600 6• s FAX:(603)756-3200 s' EMAIL:inlb(?hnsomrood.com r—— — ——— —— ——————— ——— —' — ————— — ——— —— ——— —— ——_—_—— STAMP: \ \ �5f b 2 .vk. N ————————————————————————- O O O O O O O O O 90 99 92 93 - DA113: 02/13/201q O 13\VC TEAM:ES13 SlIE-L,TITLE z FOUNDATION DIAGONALS& 1 EXTERIOR o FOOTINGS p SHEETNUMBER: 3 S- 1 . 1 BUILDER: _ 24'To END OF BENTREBAR T.O.SLAB CIVII,ENGINEER: _ SEE S-1.0 24'TD ENOOF I �1 BENT REBAR SLAB PliCli — ° T.O.WALL � 12 "°- _ _ - •� • SEES-1.0 8• - �1 T.O.SLAB if.. ]p 00 p'0 0OO p(.O ,.\;\ \ _ RADE T.O.WALL �{ay 8• • _ 4• SEES-1.0 00 p 00 O 00 p 00 O \ T.O.SHELF m i SEES-1.0 v.V T L�-O" II II IIII II]pO OpO Opo OpO SEE GRAD BADE BADE "'O " (3)#4 BARS HORIZONTALLY ^ n ^ - •'\ (3)#4 BARS HORIZONTALLY IIII IIII IIII III ICI IIII - 0 p0 0 @HAUNCHEDSLAB@HAUNCHED STAB CCCCCC 0 0 0 0 ODEHAUNCH SLAB OVER WALL @ o0oo p000 oOp 000u0 -�OpT T.D.WALL ,O p0pO0000000 F_� PERIMETEROFWALL PER IMETER OF WAHAUNCH SLAB L WHAUNALL CH II,V.A.C.: 0 00 O Oo 0 Jo 0 00 0 0' ] O Oo 0 Oo J 00 0 00 0 SEES-1.0 0 Oo 0 00 0 00 \ 0 0 0 0 O V O 0 0000000 0 0 0 0 0 0 DEPTH VARIES WITH SLAB PITCH. J O 0 0 O O O' 0 0 0 0 0 0 00000 p0o0 o0o po0000 000000000 'p000 pop0� Op000 po0i 4' 8• 0 O Oo O 00 )00 O 00 O 0 00 O 00 0 0 0 0 0 0 O O O p 0 O p( p 0 0 0 0 0 1 • I O O 0 O p 0^ )p000p000o 00p000p00 000p0000o .• O 00 O 00 p )0 p y^ - CLEAN GRAVE L BACKFILL ,0 O 00 p 00 ^---ro CLEAN GRAVEL BACKFILL 0 Oo O Oo O p O O p O O p - O o 0 o p 0 0 0 p O O p 0 0 ,0 0 0 0 0 0 0 I, 0 0 0 0 0 0 0 )000000000 0O000o0000 O 00 O 00 O )o O 00 O 00 0000000 0 0 0 0 0 0 0 0, J 0 0 0 0 0 0 0 O O p 0 0 0 0 p 0 O p 0 o p I:LECI'RICAL: Op op0 000 £'a 0 0 Op, 000 Oo0 00 000 000 0 .000000000( O 0 �O��Q > 0 o O O O #4 BAftS 24' VERTICALLY, 0 o Oo 0 00 C )o 00 00 p 6�� #4 BAft5 2I'o.c.,VERTICALLY 00 O 00 0 00 _ J 00 0 00 0 O( 0 O (d 0 0 0 0 0 0 0 0 0 0 0 0 p 0 0( @ 0 0 p 0 0 0 O O 0 0 0 O 0 O n i p0 0 0 p O O p C _�—CONTINUE BARS INTO SLAB C O O O #4 BARS @ 24'o.c.,HORIZONTALLY O O O 0 O O O 'O0p OOp 00 00 p OOp 000 CO 0 Cop Coo ( Op po00000 Op r o O Oo 0 00 O 00 O 00 ( 00 O Oo O Ord Oo O 00 O 00 0 Oo O O c -^O p 0 g r O O n^^ ^^O O p r g O p 0 0^n p 0 0 0 0 0 p 0 TIE CAGES TOGTHER WITH#4 00p000p0 —BARS AT 24'a.c. 8' 8' 8' 8' 8' B' 8' 8- 8- - 4- 12 8' OTIIFR: T.O.FIG. fi T.O.FTG. ih - SEE S-1.0 ° _ _ SEE S-1.0 _ In (3)i14BARS CONTINUOUS ALONG L - ' ---FOOTING LENGTH __--_ - COV MINER \\ ALTERNATING TING DIRECTION,EXTEND MIN •- 'I.MIN.' - "'CANER \\-gLTERNATING DIRECTION,E%TEND `� COVER M COVER > 24' VABOVE FOOTING.TYP. r 2d' 24'e o f _ c 24 0 TYPICAL FOUNDATION WALL ! \FOUNDATION WALL BELOW GRADE , . `FOUNDATION WALL BELOW GRADE / ,, ,FOUNDATION WALL BELOW GRADE SCALE'1 12'=1'-0" L /SCALE:1 1/2"=1'-0" J /SCALE:1 1/2"=1'-0" `t SCALE:1 12"=V-0" O ' a V i �F TREATED SYP GLULAM z POST O 24'TO END OF - BENT REBAR FOOTING SEE 3-1.0 FOR 7/8"DIA.THREADED ROD ` SLAB rh SIZE AND LOCATION 9 -'- - 1/4'LEEAN @INTERIOR POST FEET(12' SEE - -- - SEES-1.0 - SMALLER THAN POST FOOT,TYP.) �^_ CLIENT: � o o�Co o( - /�— COTUIT ATHLETIC 0 0 0 0 C 0 0 0 0 _ •\ ' Oo "`Op000o00 T.O.WALL 0 o O 00 O( SEES-1D v'1 - PROJECT TYPE: 8• O -O O O Op0 a�4, @ HALBARS HORIZONTALLY I' COMMERCIAL @ HAUNCHED SLAB p4 BARS HORIZONTALLY HAUNCH SLAB OVER WALL @ @ g o.c.BOTH WAYS , PERIMETER OF WALL.HAUNCH LOCATION: DEPTH VARIES WITH SLAB PITCH. - COTUIT, MASSACHUSETTS -�. SEES-1.0 o PLAN vlEw IBENSONWOOD 6 BLACKJACK CROSSBNG T.O.PIER ,� / \TYPICAL POST FOOT DETAIL WALPOLE-NH 03608 USA • SEE 5-1.0 7 SCALE:1 12"=1'-0" PHONE.(603)756-3600 - -- - - FAX:(603)756-3200 17MAIL:infonabcnsom dcom GRADE GRADE TIMBERLINX A475 HOLDDOWN - III WITH EXPANDING METAL SLUG STAMP: DO 'A Mfflllll ull _OAK PEG PLUGS,CENTERED ON POST _ F 716'DIA.THREADED ROD,WELDED TO PLATE 0 00 0 0` 2'o PIPE WELDED TO PLATE 00 0 0,11 p 0 0 p 0 d 8' 8.> 8' ,000 po0o _ ° op0p000 21/B'HOLE DRILLED AT POST CENTERS f— ` 00 O 0-.00.0 O �6 1/2'X 61/2'X 1/4'STEEL PLATE 0 O 0 n O 0 n O T.O.FTG. 2@ TITEN HD 1/2'X 6'POST INSTALLED - -. - - - - SEE 71!1 —SCREW ANCHOR,BEYOND b �__• A#4 BAR BENT ND ENTEREDRNPER I��l�_- --__ r-�5 #4 BARS HORIZONTALLY DATE 02/132014 So.c.BOTH WAYSzSCALI AS NOTED BWC'IEAM:ESB 24 SEE 5-1.0 _ O SI4EIiT TITLE: ELEVATION VIEW - z FOUNDATION POST BASE A%0 1 u DETAILS / C `FOUNDATION WALL BELOW GRADE ,. `EXTERIOR PIER AND FOOTING 7 POST FOOT DETAIL ATUPLIFT/LATERAL SUPPORT z SCALE:112"=1'-0" V SCALE:112"=1-0" SCALE:1 12"=1'-0" p SIIEE'T NUMHER: 3 1 .2 ✓ „ - .. - BUILDER: N h GIVII,ENGINEIiR: 9T-1U' 6-115/8' 9-7 7/16' 9-7112' 9-7112' 9'-71/2' V-712' 9-712' 9.712' 9-77116' 7-51/4' 6.5114' I 1I.V.A.C.: ELECTRICAL: T 0.GRAD � • 30'DECK„ 30' \, I 16 O'ITiER: El I Z y I y v ti- I b o 1 T.O.GRAD I zs �,- � a h I. , I I o II I I -- 16 9 I I I I I I I I b — v CLIENT: COTUIT ATHLETIC - I PROJL'CT TYPE: COMMERCIAL - I I I 48//DECK I t LOCATION: COTUIT-MASSA, ASSACHUSETTS 'A�B�E%SONWOOD ;I I 613LACKIACKCROSSING W ALPOLE.M 1 03608 USA —I PI10M3....... X: �6-36U0 _ FA (603)756-3200 EMAIL:infu(r?M:nsum�wxl.com STAMP: O 2 O 4O 5 6 7 O8 9 90 99 92 93 , DATE: 02/13/2014 U Y � BIVC'I'I:AM:I:SB u SI3EET'I'1'1'LE: u z 0 FRAMING PLAN 3 X SHEIrl'NUMBER /: Z S L/�/ .O BUILDER: N 33'-6 3W 8'-1 9116' 24'41' _ �3 11' 13' T, p PO C AND WELDED WIRE MESH - CIVIL ENGINEER: �GAURORAIL SYSTEM ' 4x6 POC SEAT POST �61111.111EIIEAT2x4 PT FRAMING @".N. - I1.V.A.C.: 4Xfi PT FRAMING X x Ix POD DECKING - V 514 POC DECKING n x n ix \"� \ \ •x V \� �3N6718"PT SYP CONNECTOR \` \_6314N8114"PT SYP GLULAM GIRT �4x10 PT WEDGE h X v �S"x6718"PT SYP CONNECTOR PLECTRICAL'. x x •\ POC xAND WELDED WIRE MESH x _GAURDRAIL SYSTEM 11 a X x 2,10 PT FRAMING @ 16'o.c.^ v \� 6 3M'x6 718-PT SYP GLULAM POST V ,( OTt.R: ` 6314-tt6716"PTSYPGLULAM BRACE \-6 314-x9 516"PT SYP GLLIIM GIRT ^6 314'x6 71W PT SYP GLULAM POST -6 314'x6 7/8"PT SYP GLULAM POST ^6314'11 7/8'PT SYP GLULAM POST 10'5 1/8' I 61-101/16' I 13'-8" I Z O O G gI SECTION AT GRANDSTAND SEATING SCALE:i2"=1'0" 3 O Y 1 1/4"HOT DIP GALVANIZED STEEL _ PIPE HANDRAIL _ 8'-615116' 4'-11/2' 1'40 irr CLIENT: COTUIT ATHLETIC PROJECT TYPE: COMMERCIAL •, - _ LOCATION: COTUIT, x x y - \ MASSACHUSETTS LA X BENSONWOOD T X is 6BLACKIACK CROSSING WAI,POI,P,NI I 0360E USA X v PHONE:(603)756-3600 /\ FAX:(603)756-3200 EMAIL:inlonbcnsom�'ood.com STAMP: x x o� x z W x DATE: 0211312014 O y� SCALE: I!4'=1'-0' � 13\VC TEAM:ISI3 SIdET TITLE: FRAMING DETAILS U Z O 3 /�7�7`SECTION AT GRANDSTAND AISLE R SHEET NUMBER' G L SCALE: 12"=1'-0" ._ �' S_2. 1 - BUILDEk: 2x6 POC SEAT BENCH �112"SDS SCREWS �12x2x3/e HOT DIP GALVANIZED - CUSTOM SEATSADDLE CIVI1.I>NGINEIiR: o o.—r 4x6 POC SEAT POST 1 12"x 31/2"PLASTIC SPACER, 114"THICK 514 POC DECKING 5/4 POC DECKING PLASTIC SPACER,1/4"THICK I—x POC KICK PLATE \/ 2x4 PT FRAMING ///6' /\ Ii.V.A.C.: i X4x6 PT FRAMING GAURDRAIL SYSTEM SHOWN 4x6 PT FRAMING X X SCHEMATICALLYGAURDRAIL ,SEE DETAIL EM SHOWN SCHEMATICALLY,SEE DETAIL PLASTIC SPACER,1/4"THICK 31 ON S-2.3 31 ON 5-2.3 JOIST HANGER NOT SHOWN FOR - CLARITY / IM PTFRAMING oN. _ _ C1- SIMPSON LU24 JOISTT HANGER 5x5 POC NEWEL POST " 5 POC DECKING 114 ELECTRICAL: /4 - 3/4" 4x70 PT WEDGE 63/4"x95/8"PT SYP GLULAM _ �1IZ NUT /. 2x10 PT FRAMING 11410111 DECKING NI (2)I'SDI SCREW �12 WASHER (2)8"SDSSCREW r 2x10 PT FRAMING 12"CARRIAGE BOLT,9"LONG I� X 114"THICK PLASTIC SPACER GIRT x81/4"PT SYP GLULAM L V (2)8"SIDS SCREW AT ANGLE / �_4XB IT FRAMING THROUGH 4x6 FRAMING LI \ � / OTHER: _.. -14— /\\ \/ �518"CARRIAGE BOLT 518 NUT 5/e"WASHER 5/8'WASHER /\ 5/5"NUT 518"CARRIAGE BOLT 3"x6 7/8"PT SVP GLULAM BENCH AND BENCH POST DETAIL /.�,1,PLATFORM FRAMING DETAIL TYPICAC'NEWELCONNECTION DETAIL AT PLATFORM /.�i. NEWEL CONNECTION DETAIL AT STANDS ^j LJ SCALE:112"=1'-0" LU SCALE:112"=1'-0" ��I 23 SCALE.3-=1l " L H SCALE: 1 12"=1'0" G Z E r r✓ POC AND WELDED WIRE MESH WWM AND POC GAURDRAIL GAURDRAIL SYSTEM,SEE SYSTEM,SEE DETAIL 31 ON Y 9 .� DETAIL 31 ON S-2.3 S-2.3 FOR DETAILS. =- 1 1/4"HOT DIP GALVANIZED <' PIPE WELDED TO BRACKET FRAMING NOTE 1: = ALL HARDWARE TO BE HOT DIP GALVANIZED,OR EQUIVALENT. 1/4' nP - COTU]T ATHLETIC CUSTOM HOT DIP GALVANIZED FRAMING NOTE 2: HANDRAIL BRACKET ALL FRAMING CONNECTIONS ARE TO BE DEI DIRECT IRE _ ENGINEERED,AND FABRICATED UNDER THE DIRECC T � 2"SIDE SCREWS AT EACH SUPERVISION OF THE ENGINEER OR RECORD. C OM TYPE BR : BRACKET COMMMERCIAL . 1r 1 114"DIA.HOT DIP GALVANIZED HAND RAIL LOCATION' COTU)T, MASSACHUSETTS IBENSONWOOD \ 'BLACKJACK Cku SlNu 27 HANDRAIL CONNECTION DETAIL \ \ WALI'OLE,Mi 03608 USA SCALE:1 12"=1'0" PHONE:(603)756-3600 12' FAX:((A3)756-3200 EMAIL:in(onM:nsom,nod.com \ \— PT FRAMING,SEE DETAIL 21 STAMP: 1 12"PIPE CAP COVER ON 5-2.1 14- _3"SDS SCREWS \ _ 4x6 PT FRAMING AT RISER _2x6 POC SEAT BACK \�PLATFOR MS - ROUNDOVER AT TOP EDGE \ / \ 1000. CONNESIMPSOCTOR X /\ CONNECTOR EDGE R RISER) AT INTERIOR EDGE OR RISER) (4)1 12"SDS SCREWS AT SIMPSON CONNECTOR 4x6 PT WEDGE , SI PS PT STAIR RISER,TYP. _ - -\ \ CONNECTOR AT STRINGER _ CONNECTOR AT EACH STRINGER H DATE: 02/132014 1 1/2-PIPE WELDED TO SEAT } SCALE: AS NOTED SADDLE BIVC TEAM:I:513 "114' TYP BILLET'TITLE: z FRAMING • - DETAILS gSEAT BACK DETAIL �1 FRAMING CONNECTION DETAIL TO PT WEDGE SECTION AT STAIR Z SCALE:1112"=1'-0" LJ SCALE: 11/2"=1'-0" .. - - 3� SCALE'.3/4"=1'0" pp- G SHEET NUMBER: S-2.2 L_ BUILDER: ' . 1 - CIVIL ENGINEER: 2x6 BEVELED POC TOP RAIL META POC TOP RAIL y 9 METAL U-CHANNEL RIM AT 1I.V.A.C.'.. WWM SANDWICHED BETWEEN TOP RAIL T \ - \ 2"x4"x3/i6"WELDED WIRE ' MESH GAURDRAIL NRLL p p (2)1.3 POC BOTTOM RAIL , - OTHER. p METAL U-CHANNEL RIM AT - WWM SANDWICHED BETWEEN BOTTOM RAIL - CUSTOM METAL CLIP - 6x6 OR 5x5 POC NEWEL POST - - 3 SEAT BACK DETAIL SCALE:1 12"=1'-0" e u o CLIENT: " - COTUIT ATHLETIC PROJECT TYPE: COMMERCIAL +. LOCATION: - - COTUIT, MASSACHUSETTS IBENSONWOOD 6 BLACKJACK CROSSING .. WALPOLE,.Mi 03608 USA PI10I(603)756-3600 r:h. - • FAX:(603)756-3200 EMAIL:info(Alxnson��ood.com - STAMP: T DATE: 02/13/2014 C SCALE: AS NOTED Y ' _ 0 13WC TEAM:L513 U SHEET'I['I'LE, J Z • FRAMING DETAILS C SLE:F1 NUMBER: z 5-2.3 BUILDER SOUTHERN YELLOW PINE GLULAM SPECIFICATIONS Y _ -THE TIMBER.FRAME SUPERSTRUCTURE IS COMPRISED OF SOUTHERN YELLOW PIIJE GLULAMS CONFORMING TO THE SPECIFICATIONS AS DESCRIBED BELOW. 1 114"HOT DIP GALVAIIZED STEEL HE TIMBER TREATMENT MEETS THE AMA STANDARD Ul,COMODITY SPECIFICATION F, HANDRAIL AT ACCESSWAVS,TYP. TO THE REQUIREMENTS OF USE CATEGORY 45, D.6 STADIUM GRADE POC BENCHES -THE SYP GW LAMS MEET THE GRADE SPECIFICATION OF 20E-1.SE. / THEIR MOISTURE CONTENT,AT FABRICATION,IS APPROXI MATELY 12%. 4r.6 POC BENCH PORTS /-� -THE GLULAM TIMBER SIZES SHOWN ARE ACTUAL. >I4"ROC DECKING,T1'P. - -THE TIMBER SIZES ARE SUBJECT TO SLIGHT REVISION BUT ONLY ' I (i -_ GA.URDRAIL POD TOP RAIL,SEE UIJDER THE DIRECT SUPERVISION OF THE ENIGINEER-OFRECDP.D FOR THE FRAME. S.2.3 FOR DETAILS CIVIL ENGINEER: fir.fi POG IJE4VEL POST AT -THE TIMBER,TENONS. SPLINES, S ARE BASED ON TRADITIONAL MEC100.S-USPJG _ AND DETAILED TENONS.SPLINES PEGS,AND KEYS,THE CONNECTIONS WALL C DESIGNED GP.ANOSTAND SEATING;TYP. AND DETAILED UNCTORS(TPODER THE T FEET FOR EXAFTHE ENGINEERE SIM SONO 3x6 POC MID RAIL -ALL METAL CONNECTORS(AT POST FEET,FOR EXAMPLE)ARE TO BE SIMPSON OR EQUAL.' - VJEIDED WIRE ME6H GAUR DRAIL -THERE DRAWINIGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE V - INIFILL,SEE SHEET S-2.3 FOR DETAILS - UNLESS THE WORK IS PERFORMED UNDER THEDIF.ECT SUPERVISION OF THE ENGINEER-0FRECOP.D OR.ANOTHER LICENSED ENGINEEP.-WITH THE WRITTEN APPROVAL OF BENISON WOODWORKING CO,INC. 1114"HOT DIP GALVANIZED STEEL _ HANDRAIL AT ACCESSWAYS,TYP. pqy / PORT ORFORD CEDAR SPECIFICATIONS U.V.A.C.: -THE TIMBER BENCHES,BENCH POSTS,NEWELS,GAURDRAIL6.AND DECKING ARE PORT - ORFORD CEDAR.MEETING THE GRADING AND SPECIFICATIONS AS DESCRIBED BELOW. _ -THE PCC FOR THE SEAT POSTS,DECKING,NEWULS,AND GAURDRAIL ARE NO.1 DENSE �- GRADE FREE OF HEARTS CENTER. THE POC FOR THE BENCHES AND BENCH BACKS ARE STADIUM GRADE,DENSE GRADE / FREE OF HARTS,NTH ONE FACE AND ONE EDGE FREE OF NOTS, THEIR MOISTURE CONTENT,ATFABRICATIRNIS APPROXIMATELY30%. - /) / -THE POC TIMBER SIZES SHOWNARE NOMINAL -THE TIMBER SIZES ARE SUBUECT TO SLIGHT REVISION;BUT ONLY / UNDER THE DIRECT SUPERVISION OF THE ENGINEER-0FRECORD FOR THE FRAME. -THE TIMBERCONNECTIONSAREBASEDONTRADITIONALMETHODS•USING. ELECTRICAL MORTIS= / J AND DETAILED UNDER DIRECTS ANDSUPERVISION THE HCONNECTIONSGINEE-OF-RE WILL CORD.DESIGNED - / AND DETAILED UNDER THE T PO T FEET,FOR OF THE ENGINEER-OF-RECORD. O ALL METAL CONNECTORS(AT POST FEET,FOR EXAMPLE)ARE TO BE SIMPERS TR EQUAL / I -THESEDTHEWRARE NOT TO BEUN USED FOR EDIRECTSUPCONSTRUCTION OFTHE OF TH SUPERSTRUCTURE UNLESS THE WRRK IS PERFORMED UNDER THE DIRECT SUPERVISION OF THE // ) EER-CF-RECORDOF BENSON WOR OODWORKING LICENSED ENIGINEER-VMTH THE WRITTEN APPROVAL OF BENSON VNORDWGRKING CO.,INC. . / FRAMING SYSTEM: OTHER -THIS PLATFORMS AND D UTILECKING. PRESSURE TREATED 2%FRAMING MEMBERS AT ALL - PLATFORMS AND DECKING. -THE PT FRAMING MEETS THE SPECIFICATIONS FOR NO.2 PRESSURE TREATED SPF WITH TREATMENT SPECIFICATION OF UME -THE PT FRAMING IS CONNECTED UTILIZING SIMPSON FASTENING,OR EQUIVALENT. -THE FRAMING SIZES,SPACING.AND CONNECTIONS ARE TO BE DESIGNED,DETAILED,AND \ FABRICATED UNDER THE DIRECT SUPERVISION OF THE ENGINEER OF RECORD. \I DESIGN LOAD INFORMATION ICI THESE GRANDSTANDS MEET THE SPECIFICATION OF THE I0C STANDARDS FOR BLEACHERS, s FOLDING,AND TELESCOPIC BEATING,AND ICC 300-2012 BLEACHER STANDARD, THESE PLANS MEET THE REQUIREMENTS OFASCE71 FOR GRAVITY AND LATERAL LOADS. -PLATFORMS: LNELDA.D: 1M PSF 5x5 ROC NEWEL POST AT DEAD LOAD: 20 PSF p Z PLATFORM,STAIRS,AND RAMP GROUND SNOW LOAD: 35 PSF WIRE V ESHIAILWITHWELDED -BLEACHERS'. GROUNDSNOW LOAD: 35 PSF U U ' WIRE MESH INFIL45EE DETAILS CN 211 PER GRANDSTAND AXO. s-2.3 - DEAD DLOAOO 1.PSF � Z. SCALE:1 12'=1'-0" SWAY LOAO,PARALLEL: 24 PLF u POD SIDING ATTACHED TO 2X6 PT MAY LOAD.PERK: 10 PLF - CFEV ONTAL FRAMING AT NIND LOAD: 120 MPH,EXPOSURE B [] -SEISMIC LOAD: Bs=0.20 O . S1=0.054 - p C -SOIL LOAD: EOUNALENTFLUIDPRESSUREOFS00.:30PCF ALLOWABLE BEARING PRESSURE'. 5000 PSF . - 5'N6718"Pi B'tiF OLULAM BRACE • 5N6 713"PT SYP GLULAM CONNECTOR - CLIENT: COTUIT ATHLETIC r „ 3'Xfi]IB"PT SVP CONNECTOR ' ' ENE 718"PT SYP CONNECTOR PROJECT TYRE: 6 314Y9 5/8"PT SYP GLULAM GIRT COMMERCIAL 6 319M 7I6'PT SYP GLVLAM BRACE - 6 3IPL8 V,V PT SYP GLULAM POST LOCATION: 67/4 8114"PT SYP GLULAM GIRT COTUIT, MASSACHUSETTS � I 6 BLACKJACK CROSSING � . WALPOLE,NII 01608 USA PHONE:(603)756-3600 FAX:(603)]5G-32U0 i~"LA � UL ••w EMAIL- vu�U Lom S OF ,TAMP. 'N"• 3 �,+^ 6314118PTSV LULAMGIRT / RIT R fn 6714'Y6 7 16" LA PT SYP GLUM GIRT R ON /ry�cNo.50936 �y - DATE: 112II7I20 IJ TM7IB"PTSYP GWLAMBRACE wO�O� •('G/CiY-QiO J L�� z SCALE: N.T.R. 6314N9518"PT SYP GLULAM GIRT �s(1,0 �w\G•�� u BWC TEAM:ESB U �� 6314M 518"PT SYP GLU M GIRT V ` SHEIETTITLE f�\\SUPERSTRUCTURE AXO. Y 6718"PT SYP GLULAM BRACE _ SUPER 63MNS 713^PT SYP GLULAM POST STRUCTUR E AXO. NOTE: • _ PTSYP=NEW PRESSURE TREATED SOUTHERN YELLOW PINE C ROC=PORT ORFORD CEDAR o O SHEET NUMBER: Z O•O z se 1p N 79'J' . T-0' 23'.1` 10'-0" 1p'-0' 10'-0" 6'ql" 10'-T' 9'-11' S'-11' 6'41" i ti O.FTG CIVIL 1'.NOINEER: T.O.SLAB _ (•)40• T.O.SLAB . 9112" - SLAB S.,.3 b b § k$ NOTE' f c " -PITCH SLAB I" OVER 12": 3 PITCH @I THIS DIRECTIOil 3 G o 3 30 t Ill\C. 10"FOVMDATION WALL O O O t .... .. LONG GRID LINE ..b •�.P�..�' .�.:„�, ��, ..: : - ^x: ..z ., ..-:.t-r�..... :::.:� •. ITow p-0'3 �� „�:,.. ':. .. �; �' g� ?,� � Via: ,. �. •'t Oit T.O.FTG T.O.FTG _ T.O.FTG T.O.FTG ; (-)40" T - (-)4p" (-)40 ELECTRICAL 3 3 TYPICAL FOOTING F O G ^ O DIMENSIONS s 4 I a c 3 0 3 3 p p, 2a-1' OTHER ":T.O.W.-0'-0 TOW -0' Y O �...\\\ _ -. 'az`.: � _..:.� - I .....� s....m - -�'F. a I •� ✓M ��. '��......e.,�. '�'�J( �, •�li�.,m, �:d � - ';I n _'�• � _=�sV'�. ��3u. s' � 2a '= �"�! T.O.W.-Od'�,�d •}' R T.O.FTG - T.O.FTG - T.O.PIER - C 0 6 T.O.FTG 4 .. o z 0 T.O.FTG - _ O.F G _ U (-)4T 4a x 6'-0 310' K> .. vv , ..: :.N - c: m .. O �z � �� .m'`. -..r...: .... _. _a+ . .z ,ua.. -.... _ �. - �.�^v w,,m W, .s w—Aais...-v�..m .,�, T.O.FTG - TV 77'-10' 6'-1' T-11' ❑LL� - CI,IIiN'f. COTUITATHLETIC lO O O O O O O 8O O 90 11 12 13 PROJE TIVPE - COMMERCIAL + - LOCATION: COTUIT, _ MASSACHUSETTS - - GENERAL NOTE 1 DATUM(—)IS TOP OFFOUNDATION WALL.ALL FOUNDATION ELEVATIONS ARE GNEN RELATIVE TO THIS BENCHMARK. GENERAL NOTE 2: BENSONWOOD ALL FOOTINGS TO BE AT LEAST MINIMUM DEPTH BELOW FROST 6I31,ACK1Al'I:CROSSING LEVEL,AS PER LOCAL CODE. WALPOLE,NII 113600 USA PHONE:(603)756-3600 GENERAL NOTE 3: FAX:(603)756-3'_00 ' FOUNDATION IS DESIGNED BASED ON AN ALLOWABLE EMAIL:inl'ur!Lcns vwW com BEARING PRESSURE OF 5000 PSI,PER THE STAMP. RECOMENDATIO INS OF THE RECOMENDATION OF THE REPORT BY BRIGGS ENGINEERING AND TESTING,DATED 9DEC13. GENERAL NOTE 4: _ VERIFY IN FIELDTHE LOCATION OF ALLTOP OF WALL ELEVATION CHANGES,WITH CONSIDERATION GIVEN TO FINAL GRADING. F "•r/ • _ • NOTE: - THIS DRAWING DOES NOT CONTAIN ALL INFORMATION - DA'IT: 0 211 3/2111 4 NECESSARY FOR CONSTRUCTION.REFER TO ALL DETAILS,. .`-, SCALE: 1/q"=1'al" T P SPECIFICATIONS,AND NOTES. > N APPROXIMATE CONCRETE VOLUMES FOR THE _ BWC TF.ANI:ESR N FOUNDATION ELEMENTS SHOWN IN AXONOMETRIC: /wry\ u SHEE I'TI� NDTLEE:T� V C .'JAI �..I FOOTERS: 31 CY �v/--'—`--- GRIDLINES FOUNDATION co OL�T{� ATION .v1L coWALLS: 43 CY i LAN BS: 2 CY G N0.50936 FOEPIERS: 00 CY I DETAIL NUMBER Y S-I3 REFERENCED DETAIL SHEET O �/�/CICQ�O �(`` THAT THIS IS AN APPROXIMATE VOLUME 3 v J GCS ANY AND MADE OFTHSSINFFORMATTIIONIBILItt .FOUNDATION DIMENSIONS ROUNDED TO NEAREST I/P' O SH'E'1'NUMBER: O FSS/pIVAL E -FLOOR AND DECK FRAMING DIMENSIONS ROUNDED TO NEARESTI/0" 3 •0 SITE CONDITIONS MAY.AFFECT ELEVATIONS OF FOOTINGS. o Z 4 BUILDER: N v • yy CIVIL ENGINEER: ILV.A.C.: ' ELECTRICAL: OTHER: 77 jje a3 og�S 1q°j 29'-53116' 34,.1111115 '\` d54716' 55'-2715• '; : ..K, \. W, :::. z .. ; . .. Z — o z Ed 11 13` Z�ll a u O x,. ,. ,„ .�a.,.. ». .., e. w,v O - .� ,.., - i.'a:a- .. Ham. ......,`\e\u. _,.......,m : ems, ..... ::ia aa"t3. .'�\,w �F, ....� _ 1,. .s .,, .ems.�w `. z...... :i. ..: '. :'\\\' - �,.\�t:li _S .' :sue•' ;: 1r:F. _ C T N - - CI.I I:N P. COTUIT ATHLETIC PROJECTTVI'L': COMMERCIAL . .. ... .. LOCATION: w•: '§ ,e MASSACHUSETTS 5 a. BENSONWOOD 6 BLACKJACK CROSSING • WALPOL17,NH 03608 USA • _ �,J PHONE:(W3)756-7600 FAX:(603)756-3200 . EMAIL:inl„(ll,�ns uuJ c..m S'I.AMP: \ L v� 90 O O O4 O O O O O 90 91 1� — ��\ f1 DATE: 0>JI71201- SCALE O� IS PH R G BWCTITL ESH 5111:I:T TITLIi: g FOUNDATION DIAGONALS& EXTERIOR '50 FOOTINGS Q 3 �' Is,�(�`��\�� 3 SHEET NUMB ER: • 24"TO END OF BEIIT REBAF, - TO SLAB VARIES CIVIL IiNGINI:I:R: END Of l SEE S-1A -' - ntPl SLAB PITCH S T.O.WALL ih SEES-1.0 10, 1 1r7 09 SLAB rh )O 0o O o0O p _ RADE T.0 WALL ila TO WALL fi 4• EES-1.0 0 DO p p0 0 p0 0 T.O.SHELF SEE S-LO _ - i_ SEE S-LO >p O o p.o o p O.o p 0 'IIII II I I IIII SEE GRADE �� RAGE GRADE �� RADE �.-p _O `O (3)04 BARS HORIZONTALLY ^ - ^ (3)k4 BAPS HORIZONTALLY Illllllllllllllllllllllpl IIIIII II IIIIII IIIIIIIIII�IIIII II(I IIIIIIIIIIIIIIIIII p pOG p o0 p o @HAUMCHED BUA QHADNCHED SLAB p 0 0 0 0 0 0 0 0 0 HAUNCH SLAB OVER WALLS A V II V.A.C.. f PERIMETER OF WALLHAUNCH SL .p O p 0 •` O00 OO p' J00 O00 • OOOu00, -.0. 000 000 OOp ftAD „ ... .. PERIMETER OF WALL.HAUNCH _. .. E O 00 O 00 O _)0 O 00 O O' " - ••• 4 O 00.0 O JO O 00 O _ �- y O 00 O 00..p 00 p 0 I _ - L DEPTH VARIESWITH SLAB PITCH. ' J 0.'0 0. 0 0 0 0 0 0 O p 0 0 0 0 0 0 0 0 0• p 0 O p O O o—.0-000 p000 Op00000 p0. \ '00 pO00 p( Oo O pOoOC - .0-0'0-0" 4' '10' 000 000 . 0. 0 0 0 0 0 0 •�0 O O -OJT O p p"O _ -0 p- - ,00000 p000 .. O 00 p 00 0 )O O V^ 0--0^ CLEAN GRAVEL BACKFILL ,0 O 0 0 O 0' )0 p�^ O CLEAN GRAVEL BACKFILL p 00 0 OO O - -0 0 00 0 0 0 .00 0 0 0 0 O 0 0 0 0 0 0 00 0 0 p 0 0 O O p 0 j000p0o0.0 oOp OOOp p00 OOp00000( 0p000p00( 'O 00 0 00 0 )O O 00 O 00 00 O OO 0 O c JO O 00 0 0 - _ O 00 00 0 00 00, )0 00 O- 000 0 O O 000 ELECTRICAL: 00 0p0 000 O O O OO" 0 0 000 0 0 O 0 - 'O 00 o O o ) O 0 0( 000 OOO '000,000001 CONTINUE BBARSc.,VERTICALLY, O 0 00 0 OO 0 00 0 u 4SAFE@24"o.a,VERTICALLY OO 0 00 O 0 )0 O o0 O 0( 0 00 0 OO 0 - CONTINUE BARS INTO SLAB O p 0 0 p 0 0 0 w o p 0 0 0 0 0( 0 0 0 0 0 0 0 00 O O p 0. - p 0 0 00.0 l 0 O C o 4BARS@24'-.,HORIZONTALLY 0 O c j "0 O O O O - - pO00000 O0 0080 00,. - 0 0O0 OOO O00 pOp ( Op pOp pOp ,O O O OO O 00 0 00( 00 O 00 0 z 0 O OO O 00 - z O 00 0 00 O 0 0 0^^^ ^ O o v 0 o O-^ E p 0 000 O 0 p 0 TIE CAGES TOGTHER WITH p4 p0 O O p0 O f BARS AT 24"o.c. 7' 10"' 7' 3- 14' T OTHER: T.O.FTG. ih T.O.FTG. ih _ SEE S-1.0 .. _ SEE 5-1.0 - - - 8' (3)N4 BARS CONTINUOUS ALONG DOTING LENGTH ____ __ ___ ___ MIN.• k4 BARS�O+P'a.c.6ENT VERTICAL, MIN. Lr';OVE' NLOVER ALTERNATUIO DIRECTION,EXTEND COVERS 24" -1 4"ABOVE FOOTING,TVP. v24' 24'cI c 24' -' TYPICAL FOUNDATION WALL 2 '10"FOUNDATION WALL 3 FOUNDATION WALL AT SLAB TO FRAMING 4 FOUNDATION WALL AT SLAB SIDE SCALE'112"=1'-0" SCALE'11/2"-1'-0" SCALE:11IT'-1'-0" SCALE:112"-1'-0" O z E = U U � TREATED SVP GLULAM ^' POST ?_ 24"TO ENDOF - - - — BE EB4 —� - 7I0"DIA.THREADED ROD - _ FOOTING BEE SiA FOR '�— i/4"LLEAN WNNTERIOR POST FEET(1/2" T.O.SLAB VARIES ih SIZE AND LOCATION SMALLER THAN POST FOOT,rvPJ C_ - - - - - SE ' - - CLIENT: 0 00 0 0 0( COTUIT ATHLETIC O p O O p 0 0 p 0 0 0 0 00 O 0 OO T.O.WALL A, + PROJECT I YPE 0. 0 0 0 0 0 0 0 (3)SEE sEAR HORIZONTALLY - COMMERCIAL 8' _ ®HAUNCHUNCHED SLAB 448AR5 HORIZONTALLY - ®7'o.c.BOTH WAYS , HAUNCHSLAB WALLA - LOCATION: ' PERIMETERIMETER coru OF WALL HAUNCH MASSACHUSETTS e DEPTH VARIES WITH ELAB PITCH. 1 SEE S-1.0 - - PLAN VIEW ' BENSONWOOD 8' 6 BLACKJACK CROSSING —� - T.O.PIER ;I, 7 TYPICAL POST FOOT DETAIL WALPOLE,NH 03608 USA SEE S-I.0 SCALE:1 1/2°=1'-0" PHONIE:(603)756-3600 - PAX:(603)756-32110 GRADE GRADE TIMSERLINX A475 HOLODOWN EMAIL:�nI:•rrA6cns� w.d-- III I WITH EXPANDING METAL SLUG 5'rAMPFill . SOAK PEG PLUGS.CENTERED ON POST Ir DIA.THREADED ROD,WELDED TO PLATE 00 O 00 0 V O 00 o O` 2'm PIPE WELDED TO PLATE 0 p 0 0 0 0 0 0,0 • 21/8'HOLE DRILLED AT POST CENTERS ,.000000' 000p000 �61R'X 6112"X 1/4"STEEL PLATE 00 0 Oo O o O. O OO 0 0( ®TITEN HD IR'%6'POST INSTALLED L 4 0 O o SEE STf O - SCREWANCHOR,BEYOND G b aNDAlES-VEICAL -GRADE CEMEREDPPIER III IIIIIIII - --- - p4 BARS HORIZONTALLY - ~ OAT U211313U14 E.BOTH WAYS - _ S G (? G SCAI.F,- AS NUTI:D BWCTEAM:ESB SEES-1.0 I z SIIEETTrrI.E: ELEVATION VIEW V UCThi3AL y - FOUNDATION N0.50936 DETAILS ^POST BASE A%0 ,Oz / C `FOUNDATION WALL AT SLAB 11 c `EXTERIOR PIER AND FOOTING / o ,POST FOOT DETAIL AT UPLIFT/LATERAL SUPPORT J SCALE:112=1'-0' l O (SCALE:112"=1'-0" O SCALE:112'=1'-0" 0 �/ • . �ss/OINV L-E�G�V g SILEE'TNUMBER: S- 1 .2 BUILDER: N I I! CIVIL ENGINEHR: ILV.A.C.: T.O.DECK 4 29 5I8" T Z GRAD w v p T.O.DELK I I.ECTRICAL: OTHER: I 27 T.O.GRFO 5.2.2 FI� r T.O.GRRD , ,9 11 52.2 0 u _ 0 T.O.DECK CLIENT: ea• COTUIT ATHLETIC PROJECT TYPE:', COMMERCIAL LOCATION: COTUIT, w MASSACHUSETTS 9 2 f3 9 5 6 J 9 9 90 99 92 93 O O IBENSON OOD 6 BLACKJACK CROSSING WALPOLE,NII 03608 USA PFIONE:(609)756-3600 FAX:(601j756-92U0 d - EMAIL:inf��Lulbciu� vuoJ.�um STAMP: DATE: (1211312,114 SCALE: I14"-1'_0• q y a0 BWC'I'EAM:F.SII C R T R U SHELTTITLE z C) CTU: ti z FRAMING PLAN N0.50936 0 A�'O 9FG/STER�� SHEI:�S:- R: FFss/aIA��NG`� 2.0 N 33'-6 314' 8'-I S116' 24'-1 V 11" 13, civil.ENGINEER: POC AMD WELDED VIIRE MESH GAURDRAIL SYSTEM 4r6 POC SEAT POST 1,6 POO BLEACHER.SEAT 2.v4 PT FRAMING @ 16"o.c. 4X6 PT FRAMING 1.PO C DECKING 514 POO DECKING X X X X 3N6718"PTSYP CONNECTOR X 6 3/4'k81/4"PT SYP GLULAM GIRT 4 10 PT WEDGE X X 5'16718"PT SYP CONNECTOR r ' ' Ii1.EC'1'RICAI.. x X X LPOC AND WELDED WIRE MESH X GAURDRAIL SYSTEM - X X WO PT FRAMING®16"o.c. X X x 6N4N6718"PT SYP GLULAM POST OTHER.W\/ X . Xx - 6 3/4N6 718"PT SYP GLULAM BRACE 6 Nll' 518"PT SYP GLULAM GIRT 6 N4N5 718"Pr SYP GLULAM POST 6 314'16 711"Pr SYP GLULAM POST 6 3/4N6 718"PT SYP GLULAM POST 4 o z � o F 10'S 1/8" - I 6'-707116' I 1J'4I' � C 2 SECTION AT GRANDSTAND SEATING - o SCALE.1/2"=1'-0" o 1114"HOT DIP GALVANIZED STEEL ' p IRE HANDRAIL • 8'E 15116' 4'-1 112' 1'-10 112' CLIENT: COTUIT ATHLETIC I'ROJCCT:rYI'L': X X COMMERCIAL X X ; • - LOCATION: X X COTUIT, MASSACHUSETTS X X O X X X BENSONWOOD X X 6 BLACKJACK CROSSING WALPOLE,Nil 03608 USA X X PHONE:(603)756-3600 FAX:(603)756-33V0 EMAIL:inl'u(r bansi vood.rom ' S LAMP \r X V r\ X X xI x OF �y tJ LATE: 1)2113/2014 SCALE: 1/4"-1'4)" nwc rennl:ESB STRUCTU L ' suerrnne: n FRAMING No.509 DETAILS FSSJONAI ECG o �� - O SIIEI:'1'NUMBI:R: /rT rT SECTION AT GRANDSTAND AISLE L L SCALE:12"=1'-0" 3 1 S 2. 1 z BUILDER x6 POO SEAT BENCH V ° r. • ' r - 11/2"SOS SCREWS - - L2x20M HOT DIP GALVANIZED _ CUSTOM SEAT SADDLE - _ CIVIL hNGINI:LR. 4xc POG SCAT f OST i 112"x 3 ill"PLASTIC SPACER. 114"THICK . 5/4 POC DECKING - • 5/4 POC DECKING _ PLASTIC SPACER,114"THICK ° �tI POC KICK PITE. q... GAURDRAIL SYSTEM SHOWN L x4PTFRAMING- .. - - .., j j r ._...... ..,. .qy.,, •GA .. ... - SCHEMATICALLY.SEE DETAIL •..,::oe..y..a, - /\ VA' SCHEMATICALLY,SEE D�TAIL 31 ON B-2.3 4w6 PT FRAMING- ,\ 4x6➢T FRAMING _ JOIST HANGER NOT SHOWN FOR _ 31 ON 5-2.3 "--:' -• • CLARITY - � PLASTIC SPACER il4"THICK ' - • 5.5 POC NEWEL POST - \ / x4 PT FRAMING I T AN .. Sx5 POC NEWEL POST BIMPT FRAMING JOIST RANGER K \ 5/4 POC DECKING ELECTRICAL _ / � /\ �114" • ' • . 6314"w95/B"PT SYP GLULAM � r� i 112"NUT - 3l4' 2x10 PT FRAMING -Ct 4.10 PT WEDGE - 1/8"CUSTOM WASHER 'i'///� 5/4 D PTPOC FRDECKAMING \� (2)6"SOS SCREW x1 PT FRAMMING - 1/2"HE%BOLT,9"LONG -' • ' (2)8"RDA SCREW ,/4"THICK PLASTIC SPACER 63/4"x8 il4"PT SYP GLULAM ' 4.6 PT FRAMING - - 118"CUSTOM WASHER /\ GIRT _ > (2)8"S DSSCREWATANGLE " - - THROUGH 4x6 FRAMING OTHER , z "HEX BOLT,TYP. - - 1/2"NUT,.TYP. .� _. /B THICK CUSTOM WASHER 1/2"CUSTOM WASHER,TYP. - 112'NUT,TYP. i _ v . y, ,• F_. y 1/2 HEX BOLT TYP. - - ,., - _ 311x6718"PT SYP GLULAM 1/8"THICK CUSTOM.WASHER. BENCH AND BENCH POST DETAIL PLATFORM FRAMING DETAIL- /.] \TYPICAL NEWEL DETAIL AT PLATFORM c NEWEL CONNECTION DETAIL AT STANDS ,�.. w1 �6 SCALE:112" BC ALE 3"=1'-0" 24 BCALE:1 il2"=1'-0" - - - L J SCALE:1 WWM AND POC GAURDRAIL _ - SYSTEM SEE DETAIL 31 ON - • — • S-2.3 FOR DETAILS. r w- POC AND WELDED WIRE MESH `'x GAURDRAIL SYSTEM,SEE e DETAIL 31 ON S-2.3 - 1 1/4"HOT DIP GALVANIZED ~ PIPEwELDEDro eRACKEi " FRAMING NOTE I: - ALL HARDWARE TO BE HOT DIP GALVANIZED,OR EQUIVALENT. - _ - . - CLIENT : TYP 'M CUSTOM HOT DIP GALVANIZED FRAMING NOTE 2: ._ COTUIT ATHLETIC �. ALL RAMING CONNECTIONS ARE TO BE DEISGNED, HANDRAIL BRACKET ENGINEERED,AND FABRICATED UNDER THE DIRECT ((212"SOB SCREWSATEACH "' SUPERVISION OF THE ENGINEER OR RECORD. PROTECT TYPE: BI�AC KEi• COMMERCIAL ' _ • LOCATION: 11/4`DIA.HOT DIP MASSACHUSETT$ ; - -' - GALVANIZED HAND RAIL MA$$A • • _ ,. ,z° .' ENSONWOOD 6 BLACKJACK CROSSING 27 HANDRAIL CONNECTION DETAIL e } - \ • _ - WAIPOLE,NH 03609 USA v SCALE:1 i/2'=1'-D" \ i HONE:(603)]x6 36011- PT FRAMING,SEE DETAIL 21 ,- - - ON 5-2.1 - hAX(603)]56-3200 • e EMAIL intu(dbcns: vood conr STAMP: 1 VZ'PIPE CAP COVER - 3"SDS SCREWS 4x6PT FRAMINGATRISER - - - PLATFORMS - 2x6 POO SEAT BACK - \ / -• - (4)3.5N12 3/8'SYP PT GLULAM _ TYP STAIR RISER, , . ROUNDOVER AT TOP EDGE BIMPBON HGAM10 S 72 - 10,00° • /\ CONNECTOR DOEO N RISER) �. (2)-SIMPSON LSCSS ) V2"IOR SCRE SRISER] STRINGER CONNECTOR AT (4)1 tl2"SDS SCREWS AT EACH STRINGER SIMPS ON CONNECTOR 4x6 PT WEDGE - UAII: 112II 1112"CUSTOM STEELPIPE • �' O +• NOTE[) SCALE: AS NOTtiU WELDED TO SADDLE w�- i - ss . O UWC TCAM:ESB u SFII:I;T TI"f1,E: 114' VP - R ER ? FRAMING E DETAILS U ' �L o\BoEn a BAZKI DETAIL /�� FRAMING CONNECTION DETAIL TO PT WEDGE q SECTION AT STAIR U ^ CTI=I u/ / \ 3� BCALE'3l4"=1'-0' - CtlO.50938 ..-3 0 SCALE:1 112'- , p SHEEP 1411MIlER: Ago 9FG/STEP��Fss/ONAI E�1�'�� c►J'2.2 .. kI III.DER:' CIVIL ENGINEER: 21/2"HOT-DIP GALVANIZED SIMPSON BIDS SCREW - II.V'.A.C.: 3x6 POC BEVELED TOP RAIL ELECTRICAL:.. 2"2'Y3116"WELDED WIRE MESH GUARDRAIL INFILL + _ - OTIIER: + - x3 POC BOTTOM RAIL 3"HOT-DIP GALVANIZED - SIMPSON SDS SCREW WITH ill"STACK OR WASHERS - - 1"x1"x1I8"HOT-OIP GALVANIZED - • " NGLE WELDED TO WNM , .. 5W POC DECKING - '' 6x6 OR 5.5 POC NEWEL POST ..;.� SEAT BACK DETAIL12 a - - - - •,' . zq p O w r - I _ - + CLIENT: - •- - COTUIT ATHLETIC COMMERCIAL PROJECT TYPE s - - LOCATION MASSACHUSETTS . BENSONWOOD • + < WLAOLE,NH CROSSING - - WAI.FOLE,NH 01608USA ` - - PHONE(603)756-3600 FAX:(603)756 3200 F I EMAIL:i.f. be woo�..m' ` STAMP: - _ �•fH F U DATE,: 02/13/21114 , SCALE: AS NOTED VV > ^ � 13WC'1"EAM:ESR O H E (J SIIEE"T ITLF z FRAMING DETAILS Ndo.50936 cn 7��O 3 SHEETNUMBER: AL 5-2.3 w `ARCHITECTS . McKINNELL ENGINEERS PLANNERS PROJ. TEMPORARY TRAILER .(2nd) c KI N N E LL POST OFFICE BOX 336• A/E NO. 00154.00 -LISPS NO. / 164 WASHINGTON STREET'' NORWELL, MA 02061-0336 ` TAYLO R Inc . PHONE: (7N 878 - 6223 : DR. COL CK. DJM DATE .9-28-00 FAX: (781 878 - 8920 y .CSK■■ SP-1 SKETCH / CONSTRUCTION . I ; 67, • � � / •' I .u7`,e� ado,"-- MAP 38` LOT#10 a / EXISTING PAVED PARKING / N " M, m ca J' PROVIDE NEW TEMP. TRAILER CONFIGURAI ION AS SHOWN, REFER TO i:SK: A-1 a Nc� \ see 'o cu t cu A? � I 0 ' A VENUE \ 4 - 9- O . LL r TITLE: SITE PLAN SCALE: 1" = 40'-0" 3 j ARCHITECTS i M c KI N N E LL _ ENGINEERS PROJ. TEMPORARY TRAILER (2nd) WTAYLOR c KI N N E LL, POST OFFICE BOX 336 A/E N0. 00154.00 USPS N0, 164 WASHINGTON STREET NORWELL, MA 02061-0336 Inc . FA ONE: �78i; aia - s9zo DR. col CK. DJM DATE 9-28-00 . e . CONSTRUCTION SKETCH. CSK A-1 24'—0" 00 56'-0" ` EDGE OF EXISTING PAVING . PROVIDE NEW C)i WALL PARTITION .: AS REQUIRED F. PROVIDE NEW, 0 00 BOXLINE NEW . 5'-6" EXISTING RELOCATED BOX MODULES PARTITIONS, LOADING DOCK (STING RELOCATED LTR . : LO w EXISTING' DROP ;., �n RELOCATED NEW BOX BBY O o `o NEW ROTARY BOXES i SERVICE -00 N i RAMP DOWN LOBBY g 1:12 MAX a - ° ENTRANCE , co EXISTING N EXISTING RELOCATED �. . WRITING DESK o RELOCATED I COUNTER coEW 6"O.C, o LINE BOLLARD, TYP. NEW .COLUMN _ m J r NEW , WORKROOM cv AREA o L g NEW c` RESTROOM ca NEW TEMPORARY TRAILER F PARTITION, TYP. H O U a O o TITLE: TEMPORARY TRAILER LAYOUT PLAN SCALE: 1/839 _11 _0 " 1, / ; I • 1 1 ' 1 1 / 111 111 1 1 0000, / ' • 1 , / 1 1 • /• / 1 11 1 f--' V 1 OOOOP • /' // '1 '1 11 '1 '1 1'1 •/ 00000, • it Nit ------------- 11 1 1 1 ' , 1 1 1 � 1 I - - _--- 1 1 1 1 / 1 "-- - i i EACKFL0 W i - t VALVE WA TERPIT O IRRIGA TIONQO WELLI 1p 1 I I. I 1 DUG OU 0 �� -- - -- EACHERS BL / 4 ' / .100 • ' loo 00, 0 Lo w EL,L. $�V F_ Foundation Ce rt if ic a t ion i In Cotul MA. Prepared For TOWN OF BARNSTABLE RECREATION DEPT. Assessors Map; 36 Lot: 38 Baxter Nye Engineering & Surveying Community Panel Number 250001 0018 D Registered Professional F.LR.M. Map Zones:. C Engineers and. Land Surveyors Plan Reference: Book 55 Page 13 78: North Street, 3rd Floor Deed Reference: Book 276 Page 483 Hyannis, MA 02601 Setback Requirements: 30' Front 15' Side/Rear - Phone (508) 771 7502 Fax — (508)-771-7622 Owner: Town of Barnstable Job Number. 2006-035 Scale 1 " 50' Date 12-14-2012 mG N 32, r3o / ok N/F � WARREN L. WHEELWRIGHT, JR / BARNSTABLE ASSESSORS MAP 36 / PARCEL 28 / PLAN BOOK 342 PAGE 1.1 Q / N/F TOWN OF BARNSTABLE (REC) BARNSTABLE ASSESSORS MAP 36. PARCEL 29-2 / 'EXISTING FOUNDATION / yo T.O.F.=52.8 G r / o; OAF O G'a AS-BUILT / LOCATION DATE: / 12/11./12 �6p o 0 �� tx .0, 1rp0 O � �� / 41 cp n C) STORY N/F SUSAN J. LIND & �� z CONCESSION !. `p�F CE KESTUTIS J. MITKEVICIUS/ STAND _._BARNSTABLE ASSESSORS MAP 36 Z Q EXISTING FFE=53.9_ . PARCEL 29-1 �, FOUNDATION / T.O.F.=52.2. AS-BUILT LOCATION DATE: . 12/11/12 PAVED PARKING /i & DRIVE CB/DH FND DISTURBED HELD STONE PARKING [\ AREA 6 i \ BRB FND HELD v +60 0 BRB FND �,Cj 3� PT t N/F ROGER M. BARZUN, ET AL. ?p o eR9 BARNSTABLE ASSESSORS•MAP 36 PARCEL 39 30' FRONT SETBACK - ��p __ PLAN BOOK 289 CQT� PAGE 74 . 84.0 CB/DH FND 9 DISTURBE CpA Z�� EOP 9 07 20 W D O CB/DH FND 62 b Tp DISTURBED LOWELL AVENUE �rljj A� UNDEFINED TOWN WAY TBM: NAIL IN UP #323/2 DEC. 6 9 0 _ _ 4o-FEET WIDE 1't ABOVE GRADE C Ste. EL 51.36 DATUM: T.O.B. GIs I. CERTIFY THAT TO THE BEST OF -MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK H.OF M REQUIREMENTS; IS LOCATED IN RELATION TO THE MONUMENTS SHOWN. AND IS NOT LOCATED ��P gsfq WITHIN .A SPECIAL FLOOD HAZARD•AREA. SHANE M. gym ..THIS PLAN IS NOT RECORDED"NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. BRENNER No.45917 IZ-Ay iz EGISTERED PROFESSIONAL LAND SURVEYOR — BAXTER NYE ENGINEERING & SURVEYING DATE 0:\2006\2006-035\SURVEY\worl<sht\2006-035-cpp.dwg, 12/14/2012 11,01:52 AM; 1:1, MTM. l LOWELL PARK A. M. 36 LOT 39 2y7'S 4 FENCE —� A. M. 36 LOT 39 Co T LO a i i � sCHOOL STREET � \ o CB/BROKE LOCUS MAP PLAN REF.' 55/13 R SETBA CAS., 30-15-- 15 G. W. 0. D : WP„ o � A. 11 36 LOT 29-2 r' 45 �g 1 T-- �OP��oJS� C9/DH A. Al 36 LOT 29-1 `1 b 1 1 j RAMP SNACK I / _ FO LillLf L _— BUILD"V G FENCE ; FO E17VDA TIO TA,T CERTIFICA TIO . L 0 WELL PARK" DUGOUT PLAN OF LAND A. M. 36 LOT 38 ti0 `��. RS- ', LOCATED AJ�T.� jT / AREA=21B,216.Bt SF VISERS LO WELL A V�i VTC/� � , BLEACH ' COT�TIT, VIA, o,v� PREPARED FOR.- ��' TO WX OF BAR.INSTABLE s A. Al 36 1,0T 39 NO VEMBER 20, 2003 CB GRAPHIC SCALE l j9��/ N• 40 0 20 40 e0 s l �► ¢1QIVERf� 9t+y� ( IN FEET EN ) STF H \ 1 inch = 40 ft. J. CB/DISC DOYLE YANKEE SURVEY CONSULTANTS p©.37559 U NIT 1,Es � � 40 INDUSTRY ROAD P. j�o �'�2 �� 0. BOX 265 �5 s MARSTONS MILLS, MASS. 02648 �� -LZ,•o TEL: 428-- 0055 FAX 420-5553 Jj 53557 _c.e. sor 1174 i Mr4P j0�36 LO7'tf 3? ` � � wiRE/�aNGe� TaG porTs TYp•uti. , ' `:�'";F;�F} � �+ l• �• f �•\ v'I^rj'}.5, ,,.ilV;rI j�7 Y,K'F, r-. P.r • .�—�pout ray� ' '.i�'".; • o.x ser/19�. .,.: M,/JN 0'�!o t-Cl'X 2e •� �p \ 'i,�`1�1;; MAp 9`3(o LOJ-r 2� Z \�'' • �� ..� j . •,./ . ':'+'I`��i ":, f TowN ap'�aw,�NsTDgL� \ �,` � /� ;r.',,; .1':}ii:,;';•, / Tlax J'/11FG/1VG ////(0�78 �\Z- \ /' /,/� •I' , . 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AND _ 7,67 rr r e�G//Vey fZ/l�l G. d/N J C[_ . 7-1-IE SALE aL_-1J-1V 5- • 4;�F I;r 7�k,"ti.'.• ,;,�', i,s,1. i- BUILDER: 1 1/4"ANODIZED ALUMINUM HANDRAIL AT ACCESSWAYS,TYP. SOUTHERN YELLOW PINE GLULAM SPECIFICATIONS -THE TIMBER FRAME SUPERSTRUCTURE IS COMPRISED OF SOUTHERN YELLOW PINE TYPICAL FOOTING GLULAMS CONFORMING TO THE SPECIFICATIONS AS DESCRIBED BELOW: DIMENSIONS -THE TIMBER TREATMENT MEETS THE AWPA STANDARD U1,COMODITY SPECIFICATION F 2x6 STADIUM GRADE POC BENCHES - TO THE REQUIREMENTS OF USE CATEGORY 4B. -THE SYP GLULAMS MEET THE GRADE SPECIFICATION OF 20F-1.5E. 4x6 POC BENCH POSTS THEIR MOISTURE CONTENT,AT FABRICATION;IS APPROXIMATELY 12%: CIVIL ENGINEER: -THE GLULAM TIMBER SIZES SHOWN ARE ACTUAL: 5/4"POC DECKING,TYP. GAURDRAIL POC TOP RAIL,SEE -THE TIMBER SIZES ARE SUBJECT TO SLIGHT REVISION;BUT ONLY S-2.2 FOR DETAILS UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD FOR THE FRAME. 6x6 POC NEWEL POST AT -THE TIMBER CONNECTIONS ARE BASED ON TRADITIONAL METHODS—USING GRANDSTAND SEATING,TYP. MORTISES,TENONS,SPLINES,PEGS,AND KEYS. THE CONNECTIONS WILL BE DESIGNED 3x6 POC MID RAIL AND DETAILED UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD: -ALL METAL CONNECTORS(AT POST FEET,FOR EXAMPLE)ARE TO BE SIMPSON OR EQUAL. WELDED WIRE MESH GAURDRAIL -THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE INFILL,SEE SHEET S-2.3 FOR DETAILS UNLESS THE WORK IS PERFORMED UNDER THE DIRECT SUPERVISION OF THE �. TI ENGINEER-OF-RECORD OR ANOTHER LICENSED ENGINEER-WITH THE WRITTEN .W.—0- APPROVAL OF BENSON WOODWORKING CO.,INC.. H.V.A.C.: 1 1/4"ANODIZED ALUMINUM HANDRAIL AT ACCESSWAYS,TYP. PORT ORFORD CEDAR SPECIFICATIONS --sue -THE TIMBER BENCHES,BENCH POSTS,NEWELS,GAURDRAILS,AND DECKING ARE PORT ORFORD CEDAR MEETING THE GRADING AND SPECIFICATIONS AS DESCRIBED BELOW. -THE POC FOR THE SEAT PO STS,DECKING,S C DE NEWELS,AND GAURDRAIL ARE EN N .1 0 DENSE GRADE FREE OF HEARTS CENTER. -THE POC FOR THE BENCHES AND BENCH BACKS ARE STADIUM GRADE,DENSE GRADE, WITH ONE FACE AND ONE EDGE FREE OF KNOTS. THEIRo MOISTURE CONTENT AT FABRICATION, B CATION IS APPROXIMATELY 30%. ELECTRICAL: -THE POC TIMBER SIZES SHOWN ARE NOMINAL. -THE TIMBER SIZES ARE SUBJECT TO SLIGHT REVISION;BUT ONLY Q UNDER THE DIRECT SUPERVISIO N OF THE ENGINEER-OF-RECORD FOR THE FRAME. -THE TIMBER CONNECTIONS ARE BASED ON TRADITIONAL METHODS-USING MORTISES,TENONS,SPLINES,PEGS,AND KEYS. THE CONNECTIONS WILL BE DESIGNED AND DETAILED UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD. -ALL METAL CONNECTORS(AT POST FEET,FOR EXAMPLE)ARE TO BE SIMPSON OR EQUAL. -THESE DRAWINGS ARE NOT T D F 0 0 BE USE OR CONSTRUCTION OF THE SUPERSTRUCTURE UNLESS THE WORK IS PERFORMED UNDER THE DIRECT SUPERVISION OF THE Q ENGINEER-OF-RECORD OR ANOTHER LICENSED ENGINEER-WITH THE WRITTEN APPROVAL OF BENSON WOODWORKING CO. INC. OTHER: li II FRAMING SYSTEM: Q -THIS STURCTURE UTILIZES PRESSURE TREATED 2X FRAMING MEMBERS AT ALL \� �\ PLATFORMS AND DECKING. -THE PT FRAMING MEETS THE SPECIFICATIONS FOR NO.2 PRESSURE TREATED SPF WITH TREATMENT SPECIFICATION OF UC3B. -THE PT FRAMING IS CONNECTED UTILIZING SIMPSON FASTENING,OR EQUIVALENT. \� -THE FRAMING SIZES,SPACING,AND CONNECTIONS ARE TO BE DESIGNED,DETAILED,AND 9 FABRICATED UNDER THE DIRECT SUPERVISION OF THE ENGINEER OF RECORD. Q POC SIDING ATTACHED TO 2X6 PT HORIZIONTAL FRAMING AT 24"o.c. DESIGN LOAD INFORMATION: THESE GRANDSTANDS MEET THE SPECIFICATION OF THE ICC STANDARDS FOR BLEACHERS, FOLDING,AND TELESCOPIC SEATING,AND ICC 300-2017 BLEACHER STANDARD, THESE PLANS MEET THE REQUIREMENTS OF ASCE 7-10 FOR GRAVITY AND LATERAL LOADS. z 0 -PLATFORMS: LIVE LOAD: 100 PSF W DEAD LOAD: 10 PSF , u GROUND SNOW LOAD: 35 PSF W A -BLEACHERS: GROUND SNOW LOAD: 30 PSF GRANDSTAND AXO. ° DEAD LOAD: 10 PSF SCALE: LOAD: 12'0 PSF 1 1/2"=l'-O" SWAY LOAD,PARALLEL: 24 PLF AO 5x5 POC NEWEL POST AT SWAY LOAD,PERP.: 10 PLF p PLATFORM,STAIRS,AND RAMP -WIND LOAD: 152 MPH;EXPOSURE B � 9 POC GAURDRAIL WITH WELDED O WIRE MESH INFILL,SEE DETAILS ON _ q S-2.3 SEISMIC LOAD` Ss=0.152 W 6 3/4N81/4"PT SYP GLULAM GIRT Sl=0.055 5 -SOIL LOAD: EQUIVALENT FLUID PRESSURE OF SOIL:30 PCF ALLOWABLE BEARING PRESSURE`. 5000 PSF W U U v • 5"x6 7/8"PT SYP GLULAM BRACE 5"x6 7/8"PT SYP GLULAM N CONNECTOR CLIENT:' e TA 718"PT SYP CONNECTOR COTUIT ATHLETICS i PROJECT TYPE: e VISITOR STANDS ° LOCATION: a COTUIT, MASSACHUSETTS , 6 3AN9 5/8"PT SYP GLULAM GIRT 6 3/4N6 7/8"PT SYP GLULAM BRACE BENSONWOOD , 6 3/4 x81/4 PT SYPIGLULAM POST 6 BLACKJACK CROSSING a WALPOLE NH 03608 USA g PHONE:(603)756-3600 FAX:(603)756-3200 i i EMAIL:info@bensonwood.com 9 STAMP: �_J"OF� V SIMPSON LUS210 HANGER AT 2x10 JOIST,TYP. S� 9 ST CHRI pf{� c oNc ° e e '' •• c-I-u L ti F• ss/0 ENG�� NAL YA 7/8"PT SYP GLULAM BRAC c N I O N 6 3/4"x9 5/8"PT SYP GLULAM GIRT DATE: 09 MAR 20 SCALE: N.T.S. JOINT, a BWC TEAM: CC SIMPSON MSTA36 STRAP AT GIRT JO ,TYP. O U SHEET TITLE: U _ SUPERSUPERSTRUCTURE A O SCALE: 1 1/2"=V-0" O NOTE: STRUCTURE 6 3/4 x6 7/8 PT SYP GLULAM POST ° PT SYP- NEW PRESSURE TREATED SOUTHERN YELLOW FINE I AXO. POC- PORT ORFORD CEDAR 6 3/4"x9 5/8"PT SYP GLULAM GIRT O A p SHEET NUMBER: 5"5(81/4"PT SYP GLULAM GIRT FOR CONSTRUCTI ON 5 W BUILDER: 71'-31/2" w N CIVIL ENGINEER: r n , n.. '. "1 13�_ i_ n � ,, � n i_ a �_ �� .1�' 6-51/4 6-7 1/4 12 1 2 3/4n 5 8 4-41/4 9-4 10 0 2 9 \ - - - - - - — - - - I I I I I I I I I I I "1T.O.W,- 11 f I \ \ ( I I I I I 1 I I I I o I = I Q I I 4 I = I o I = N I' 9 ��', \ \\ �r JIB i \ H.V.A.C.: ( I o c I o I o ( o I o I o I o I o i I I I Q \ \ �\ �(\� If I r I n 0 o CC-4F I T-71/4"� 1'-0" 5'-0 3/4° I \� �` �\ icy `� �✓ \ \ \\\ I. i \ \ cfl p I _-T.O.W. 0'-0" II I r - - - - - - - -^ - - - - - - - - - - - - - - - - � r - - - - - - - - - - - - - - - - - - - - - - - I r - - - - - - , - - - - - - - - - - - - - L \ ELECTRICAL: l I I I I \ \ T,0.PILASTER I \ \ \ \ \ N I o I I o I 8" SrBn I I N Iif ( I I I ( \\ \ ~\ \\� I ~ I I ~ I I I I I I N p I \\ \ 1 I I I I m I \\ \ I I I I I I I I = I \\ \ 1 I ( z I \ \ OTHER: T.O.FTC) 8' 1 8 18'-31/4" 1 8 18'-2 3/4" 1 8 6-11 3/4 n (-)40" - - - J I I L - - - - - - - - - - - - - - - - - - - - - i L- - - - - - - - - - - - - - - - - - - - - I L - - - - - - - - - : I I '_ _ I T.O.W. 0 0n 0o ao o < > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L T.O.FTG I_ 6=51/4" 8" 6-3 114" 8" 66-2 3/4° (_)40 CV N 'I Zt o, T-11" 5'-11 1/2" 5T-5" V-11 3/4" . n 00 - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - 6'-7 3/4° O° r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 _ �_ �� -co1 AL PER T.O.W. 0 0 .; '` 0-0 r - - - - - - - - I (- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 rik T.0,FTG I 5 I I a co T.O.W.-0-0 O - - - - - - - - - - -I - J W T.O.FTG- Q (-)40" Z O C' cn o> `I? o _00 5o Q O 0 — — - — — — - — — — — — — — — — — — — — — — — — — — — — — — — - — — — - — — - — — — - — — — — — — - — — — — — — - — — — — — — — — — — — — — — — — — - — — — - — — - — — — - — — - — — — -— — — — — - — — — — — — — — — — — — — — — — — — - -� Q _ _ . . A T.O.W. 0'-0" e �. Q w. - - — - — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.FTG - 40 APPROXIMATE CONCRETE VOLUMES FOR THE FOUNDATION ELEMENTS SHOWN IN AXONOMETRIC: U 78'-3 1/4" : FOOTERS: 26 CY _ WALLS: 35 CY A SLABS: 2 CY N n > < o PIERS: 1 CY CLIENT: NOTE:THAT THIS IS AN APPROXIMATE VOLUME COTUIT ATHLETICS ONLY,AND THAT BWC TAKES NO RESPONSIBILITY < > FOR ANY USE MADE OF THIS INFORMATION. PROJECT TYPE: VISITOR STANDS GENERAL NOTE 1:' LOCATION: DATUM(0'-0")IS TOP OFFOUNDATION WALL. ALL FOUNDATION COTUIT, ELEVATIONS ARE GIVEN RELATIVE TO THIS BENCHMARK. MASSACHUSETTS 9 GENERAL NOTE 2: -8 FOUNDATION SPECIFICATIONS ' "SLAB LENGTH PLAN DIMENSION) 10-0n ALL FOOTINGS TO BE AT LEAST MINIMUM DEPTH BELOW FROST 4„ SLAB LENGTH: 91-H11 LEVEL,AS PER LOCAL CODE. GENERAL SPECIFICATIONS -The buildingfootings have been designed using an assumed minimum allowable soil bearing pressure of 5000 psf. T-J 1/4�� 6-9 7/gig" 4 7 $� 9 BENSONWOOD -All footings,post pads, and slabs are to be poured on undisturbed soil or well-compacted fill,or pinned to cleaned ledge: GENERAL NOTE 3: All footings are to be placed below frost line 48" and stepped, as required by local building code. r FOUNDATION IS DESIGNED BASED ON AN ALLOWABLE 6 BLACKJACK CROSSING -Foundation walls are to be plumb,square, and sized to within ± 1/4"of relative elevations shown on plans: "' BEARING PRESSURE OF 5000 PSI PER THE WALPOLE,NH 03608 USA r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i RECOMENDATIONSOF THE RECOMENDATIONOFTHE PHONE:(603)756-3600 CONCRETE SPECIFICATIONS ( I i. I t n labs shall develop a minimum compressive strength of co REPORT BY BRIGGS ENGINEERING AND TESTING, DATED FAX:(603)756-3200 -Concrete used in footings, post pads,foundation walls,piers, a d s p p g � EMAIL: . .. M _. info bensonwood.com 3000 psi in 28 days,unless otherwise specified on drawings. � ,, .t,, Y„u. ,. , , .� , � ,� ,„. �.: � ,, �. ,w., ,. h x _. ,, \.o. I I _ _ and cured in accordance with ACI standards. ., ,�. ... �;� 4 All concrete shall be aced aN 5 T.O.W.T .W. 11 ....�_ N ( � � ,s f � r ,T. .V V. � T P � ; ,. � r.- � z,. n.u„� � ;�.,, STAMP: t . _ y .p) I -Concrete shall not be installed when subject to freezing temperatures,unless following ACl procedures for curing under such I adverse conditions. �: ,. GENERAL NOTE 4: I �"` i I I -Hydraulic Cement substitutes as defined in ASTM C-618 shall be used in the redi-mix u to the limits defined below: " "` P - - - _ ?, o I - - - - - - - - - - - - - _ _ _ _ I VERIFY IN FIELD THE LOCATION OF ALL TOP OF WALL fit{OF Class FFIy Ash 10 to 20% f - - - - - - - - - 'I ELEVATION CHANGES,WITH CONSIDERATION GIVEN TO FINAL Class C Fly Ash 15% to 25% I I I I 1 I p Blast Furnace Slag 20% to 30% A _ - -T, B g i � I -' x'€ I 1 I I T.O.SLAB COW EDGE - I GRADING. g N 21/2" H 0 E G F 0 I _ (p x 1 I r I o REINFORCING SPECIFICATIONS -Reinforcing bars(rebars)shall be ASTM A615-GRADE 60. Lap splices shall be a minimum of 24`bar diameters iA I I oo h o r r long, _ m = _ SLAB lSTER (12 for#4 eba 1 o g• '4 I II I ;, p I 11 horizontal r r to be made continuous around the corner: Bend)bars as required, la splices io I c 6P, I o c� I I NOTE: At all foundation wall corners, bars are q P P t I g t z NOTE: t S/ONRI�N to be a minimumof 24 bar diameters. I s�9 I o a L I THIS DRAWING DOES NOT CONTAIN ALL INFORMATION `S I I Z SLAB PITCHES 1:12 SLOPE �� 1 i I m I - I NECESSARY FOR CONSTRUCTION. REFER TO ALL DETAILS, c L N co 411 4 0 I F _] ( a 0; I SPECIFICATIONS,AND NOTES. o FASTENERS I NEWEL ANCHOR BOLTS ARE SB 5/8X24 HDG -All steel fasteners or connectors in contact with pressure treated (PT) lumber shall be hot dipped galvanized or stainless. I = = �— I I 3 �, I 3 `�' �r r S-1:2 DATE: 09 MAR 20 1 co I ANCHOR BOLT DIAGONALS ,' I I 4" 41 I 1 I (7 DETAILS SCALE: "_ " -Pressure treated sills are to be anchored to foundation with 5/8"Dia. x 8"anchor bolts as noted in details 6"- I I I - _ _ - I I/4 I 0 0 o r I r r GRID LINES bolts re to be located 30" o.c. 6" from the corners 1 3/4" minimum from edges),and exposed 2 1/2",unless I I I _ _ F The anchorbo t o ( 9 1, p r r- a o BWC TEAM: CC otherwise specified. Iht,. : O preparation,dam roofin or waterproofing,an sub-slab electrical plumbing or radon piping, and all I <- I I o 1 I I I • 'N' U SHEET TITL E: LE: -Sub-slab t M. _1 _ M _ _ - - I - - P P PP 9 P 9 Y P 9 P P g. _ _ _ U footings and floor drains to be coordinated by General Contractor. - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - -1 Contractor to supply and install all cast in place hardware as detailed. 3-5 1/4 5-9 718 4 /8 1 DETAIL NUMBER FOUNDATION r- t 5-1.3 REFERENCED� , CED DETAIL SHEET O i �I DATUM U 1 11 r . 11 PLAN_ _ N - r given relative to this benchmark. _ _ - L. refers rs h f concrete.wall .All foundation elevations are e _ - Datum on these drawings e e to a top o g '; I � I C7 .. T.O.W.. 0 0 T.O.W. 0 0 r accuracy and consistency. Only ' carefully review all working drawingsand details for a c n < It is the responsibility of the foundation contractorto y gy Y Y l „ l for work drawings marked FOR CONSTRUCTION shall be used for construction work. Benson Woodworking cannot be held responsib e o . . . FOUNDATION DIMENSION R " incorrectlydue to misunderstanding or misinterpretation. if there are an questions after plans have been reviewed I I S ROUNDED TO NEAREST 1/4 initiated g P Y 4 lease call Benson Woodworking before initiating an work. The Benson Woodworking office number is: (603) 756-3600, The phone is _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ - - _ _ _ _ - - _ - _ _ _ I - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - _ - - - - - _ A 9 9 Y 9 - - I - I � � answered Mon-Fri,8am4pm, eastern time. Q p3 SHEET NUMBER: # FOUNDATION SPECIFICATIONS # ANCHOR BOLT POSITION # SLAB DIMENSIONS FOR CONSTRUCT104 S � 190 I ZW BUILDER: i � " < CIVIL ENGINEER: 8„ 5'-31/4" 8" — — — — — — — - - — — r r 1 r 1 r 1 r 1 r 1 i r - — — — i I I 1 I I I I I I I I I I - - - — — — — —I r"e H.V.A.C:: - 1/16„ _ _ \ � � � �� — — — - — — — — — I I — — - — — — — — — — — - — — — — —I — — — — —I I— — - —I I — - — — — — — - —' — —I L — — — - D I \ < I — , — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r ELECTRICAL: w ,�• i I I 1 I i I I \� \ \,�� \�� i�� N I I I I `A f I I I I I I I I \ \ I I I I I I I I \\ \ I I I I I I I I \\ \ \ OTHER: I I I I I I I I I I I I I i 1 - J — — — - — - — - — - — I — - — — I I I I I ; 1 I 6-6314 I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 215 ^w s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lp 'sue 1 — — — — — — — - — i 3/6 — r r I '6-713/16" I a � L _ l — — — — — — — — — — I L J W O � O \� 64'-11 5116 M �� °O ��\`�• �,`L3 6' ��i� co rn A O — — — — — — - — — - — — — — — — — — — — — - — - — — — — — — — — 0 A Q I I W -..- y Fri n a o o CLIENT: �] COTUIT ATHLETICS PROJECT TYPE: VISITOR STANDS LOCATION: COTUIT, MASSACHUSETTS BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info bensonwood.com STAMP: OF tf4�� 9 g CHRI H ON 0 N O DATE: 09 MAR 20 SCALE: 1/4"=1'-0" BWC TEAM: CC SHEET TITLE: FOUNDATION ° DIAGONALS & EXTERIOR _ o FOOTINGS A p SHEET NUMBER: FOR CONSTRUCTION] 51n W BUILDER: SIMPOSN SB5/8X24 HDG ANCHOR BOLT BEYON,SET EXACTLY TO DIMENSIONS GIVEN X 8"ANCHOR BOLT 24"o/c T-51/4" CIVIL ENGINEER: ADD#4 REBAR AT TOP EDGE OF V M SLAB-PERIMETER ANCHOR BOLTS GRID LINE 11 ONLY 7/8" CONCRETE SLAB: 10„ M 6"THICK #4 REBAR @ 12"o.c. EA.WAY. SIDEWALK EDGE T.O.WALL T.O.WALL p p o. p BROOM FINISH z z_ SEE S-1.0 = z z SEE 8-1.0 ° o ° vo 0 q AIR ENTRAINED H.V.A.C.: q O o O _HAUNCH AT PERIMETER EDGES GRAD N N RADE GRAD N o o N RADE ° v O O_ C • O < TIE TO WALL WITH#4 24x24 L BARS @ 24"o/c p 00 �000 00C oo—C � �v0000O 000V000 v OO 0 00 p O0 0 00 0 1 ° 0 0 00 C DO p CC 0 00 a ° 0 0 00 0 C d 0 O 0 00 000OODC 0000000 p0Op0O . `' 000000 p Opp O00 ODp0000C 000000000 00000000 loo 0000� p 00 DOpO OL 00 0 00 0 p 0 0 00 0 00 0 OO q 0O p 0 O o0 0 0 ° 0 0 00 O 0 q 0 00 0 0 0 C 00 0 00 0 0 0 0 0 O O 0 ° ° C 0 0 00 O d O 0 00 00 000000000 1p000 10000 000 10 �DO. vl00000000 p0 .0 O OC 00 0 O O 0 0 0 O O 0 00 0 00 0 00 0 0 0 0 O a 0 00 0 00 C ELECTRICAL: O O 0 O 00 C ° O 0 0 cc O O 10 O 00 0 O p - 00 C cc 0 p o v DO O 000 � p00000000 CO OCC000C �(D 000 0C� 000000 ° O0 C 00 00 0 0 0 O O O 0 0 0 O Q� 00 � CLEAN GRAVEL BACKFILL 0 00 0 0 0 v 0 0�� cc CLEAN GRAVEL BACKFILL 0 00 0 00 O v 0 0 O 0 o cc C . 00 0 00 O 00 J O q 00 0 0 00 0 00 O C to 0 O 0 O 0 0 0 000 000 00 ODO 00 'Op Op0 0C ' p o 000 0000 00 0 O0 0 0C 0 00 0 0 O p 0 0 0 0 0 0 0 p 0 p v 0 0 0 0 0 O O O 0 0 O 0 o O O 0 O q O q O O 0 0 O 0 O O Op0 000 C 0 O 00 0 00 C ° ° cc 0 00 0 00 00 0 0 0 O O ° a v 0 0 O 00 0 0 d O 0 C 00p 000 O 0 000 NCO Opp 00 00 000 -00 0,0 0 0 0 0�0 0�0 0d p 0 0 00 00 O O�Q O�O g 0 0�0 0�0 d d p Q , ° ° 0 0 � p #4 BARS 24 o.c.,VERTICALLY 00 0 00 0 0 w 00 0 00 0 0 0000O0 � Cw O00 0g00`0 @ �00000D000 � � d 00p00pp0p0C 0000Coo 00 pd o Coo 0 0 000 ° OTHER: 0 00 0 00 O z 0 00 0 00 0 )0 0 00 O oC z 1) 0 OO 0 00 0 00 0 O p 0 00 0 0 r or) 0 0 0 r 0 0 0 0 r d d p N N d d CLl _ .. BARS @ 30"o.c.,HORIZONTALLY 8„ 8„ 8„ 7„ 10" 7„ v a a v v T.O.FTG. T.O.FTG. p p p p o SEE S-1.0 SEE S-1.0 • • o p L, p a p p ° a - - - a — o L, ° p • (3)#4 BARS CONTINUOUS ALONG • p — —p— p FOOTING LENGTH s — — = zs — _ p p _ MIN. #4 BARS @ 24"o.c.BENT VERTICAL, MIN. . j. 4 ° d o d M COVER v ALTERNATING DIRECTION, EXTEND o o o COVER 24" _24"ABOVE FOOTING,TYP. 24„ O W U a PICAL FOUNDATION WALL 10" FOUNDATION WALL SECTION THROUGH RAMP SLABALE: 11/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 11/2"=1'-0" o A SIMPOSN SB5/8X24 HDG ANCHOR O ' BOLT,SET EXACTLY TO DIMENSIONS GIVEN O ADD#4 REBAR AT TOP EDGE OF w 213/16" 2-13/16" —SLAB-PERIMETER A M M TREATED SYP GLULAM #4 REBAR AT 12"o/c EA.WAY.SLAB _ POST U • M REABAR o o p p v v 7 Le - --7/8 DIA. THREADED ROD _Q p p o - o FOOTING SEE S-1.0 FORL. A 6 1/2 SIZE AND LOCATION 1/4"LE:XAN @ INTERIOR POST FEET(1/2" `�' --SMALLER THAN POST FOOT,TYP.) CLIENT: „ v ° HAUNCH SLAB OVER WALL @ 1 3/4 2 1/4 2 1/4 1 3/4 PERIMETER OF WALL.HAUNCH d d d COTUIT ATHLETICS p o o DEPTH VARIES WITH SLAB PITCH. a' - CV • • _ O ° co PROJECT TYPE: $' W VISITOR STANDS v o p p - p p #4 BARS HORIZONTALLY p @#4 REBARAT BOTTOM OF - - LOCATION: d v v v BEAM-FULL SPAN @ 9"o.c.BOTH WAYS COTUIT, v o MASSACHUSETTS SEE S-1A d ° ° a d d BENSONWOOD 0 0 0 0 #4 BARS @ 24"o.c.,VERTICALLY, PLAN VIEW CONTINUE BARS INTO SLAB 6 BLACKJACK CROSSING Q p p p p p 8,, WALPOLE,NH 03608 USA T.O.PIER � TYPICAL POST FOOT DETAIL PHONE:(603)756-3600 (� FAX. 603 756-3200 SEE S-1.0 v SCALE: 1 1/2„=1'-0° EMAIL:info@bensonwood.com p p p p. p PILASTER W/2 @ VERTICAL REBAR STAMP: AVOID ANCHOR BOLT SPACE 3 GRADE p p GRADE TIMBERLINX A475 HOLDDOWN « v OFF ANCHOR BOLT WITH EXPANDING METAL SLUG -jA OF to o p p p v v d OAK PEG PLUGS,CENTERED ON POST C' II HRI:�'r E 7/8"DIA.THREADED ROD,WELDED TO PLATE CA : E in 0 00 0 0 C 0 O co 0 " C €$AL w 2 w PIPE WELDED TO PLATE 0 O 0 0 O o o d 1 0 o O 0 0 2 1/8"HOLE DRILLED AT POST CENTERS a p p pl p o p p o p p 0 O00 Oi 000 000 c�® 6 1/2"X 6 1/2"X 1/4"STEEL PLATE O O O � - 0 0p 0 DC p p �p q 00 0 0 0 o o 0 0 0 0 0 o v o 0 0 00 O . o o O 0 o NAL T.O.FTG. -2 TITEN HD 1/2"X 6"POST INSTALLED • • — • — — — — —• • _ .— — _ • - a ° a SEES-1.0 ° SCREW ANCHOR BEYOND c o p — — -o— — — —p— — - —p— GRAD RADE No N b, p p, #4 BAR BENT VERTICAL • ND CENTERED IN PIER DATE: 09 MAR 20 v v #4 BARS HORIZONTALLY ° o a SCALE: AS NOTED @ 9"o.c.BOTH WAYS a BWC TEAM: CC U SHEET TITLE: p p p p. p SEE S-1.0 ° FOUNDATION ELEVATION VIEW o DETAILS POST BASE AX0 TRANSVERSE SECTION THR UGH RAMP SLAB UPPER NEWEL POST ANCHORS EXTERIOR PIER AND FOOTING POST FOOT DETAIL AT UPLIFT/LATERAL SUPPORT SCALE: 11/2"=V-0" SCALE: 11/2"=V-0 7 SCALE: 11/2"=V-0" A 0 SHEET NUMBER: FOR CONSTRUCTION Z W BUILDER: CIVIL ENGINEER: H.V.A.C.: 25'-811/16" 6-01/8" 23'-11" ELECTRICAL: : T.O.DECK 29 5/8" _ N N N N EDGE OF RAMP O.GRA E T.O.DECK N cn TOP OF WOOD.0'-0 �, (_ 2" 0 49 3/4" a , a OTHER: rv. a FE + Yew; ,. . .. 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TT col c 117 co OTHER: 6 3/4"x6 7/8"PT SYP GLULAM BRACE 6 3/4N9 5/8"PT SYP GLULAM GIRT 6 3/4"x6 7/8"PT SYP GLULAM POST 6 3/4"x6 7/8"PT SYP GLULAM POST 6 3/4"x6 7/8"PT SYP GLULAM POST a 4 1/8" 10'-5 .1/8" 6-10 1/16" 13'-81" 7'-5" ° SECTION AT GRANDSTAND SEATING u SCALE: 1/20" O 9-13/16 4-1 1/2 1-101/2 4 11/2 1 101/2 4 11/2 1-10112 4 11/2 2 43/8 5 1 1/4 A O O w A v� U W o Ey _ 1 1/4 ANODIZED ALUMINUM Q HANDRAIL AT ACCESSWAYS,TYP. N o CLIENT: COTUIT ATHLETICS ® o0 PROJECT TYPE: VISITOR STANDS LOCATION: COTUIT, o ° MASSACHUSETTS ® BENSONWOOD ° ° 6 BLACKJACK CROSSING 6 5 1/2 WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info bensonwood.com 0 STAMP: I o p p s' r �sToP E o� UCz 0 0 ,e / TE, fONIAL DATE: 09 MAR 20 SCALE: 1/4"= 1'-0" a ° BWC TEAM: CC U SHEET TITLE: 0 GRANDSTAND u SECTIONS A �SERl AT GRANDSTAND AISLE "=1'-0" O SHEET NUMBER: FOR CONSTRUCTIONcn z BUILDER: 3x7 POC TOP RAIL I a CIVIL ENGINEER: GAURDRAIL SYSTEM SHOWN 2x6 POC SEAT BENCH SCHEMATICALLY, SEE DETAIL 10 3/4" 30 ON S-2.2 5/4 POC DECKING , 1 '1/2"SIDS SCREWS PLASTIC SPACER, 1/4"THICK 6x6 POC NEWEL POST L2x2x3/8 HOT DIP GALVANIZED 1x POC KICK PLATE CUSTOM SEAT SADDLE °° "' H.V.A.C.: 4x6 PT FRAMING a 4x6 POC SEAT POST PLASTIC SPACER, 1/4"THICK 1 1/2"x 3 1/2''PLASTIC SPACER 2x4 PT FRAMING @ 16"o.c. 1/4"THICK Li NOTCHED 2x3 W/SDS SCREW - 5/4 POC DECKING :IFUNDER EA. JOIST GAURDRAIL SYSTEM SHOWN I` SCHEMATICALLY, SEE DETAIL 30 ON S-2.2 ELECTRICAL: 5x9 PT WEDGE I^ L (2)6"SDS SCREW 5x5 POC NEWEL POST r (2)8"SDS SCREW 2x4 PT FRAMING 6 3/4"x 9 5/8"PT SYP GLULAM _4x6 PT FRAMING GIRT 5/4 POC DECKING — -1 (2) 8"SDS SCREW AT ANGLE THROUGH 5x9 FRAMING 6 3/4"x9 5/8" PT SYP GLULAM � I 2x10 PT FRAMING ° o NOTCHED LEDGER WITH SDS I \ \ ICI SREW UNDER EA. JOIST O� \ III OTHER: \ 1/2"NUT, TYP.NUT N SIMPSON HDU4 W/5/8"ROD 1/8 CUSTOM WASHER 1/8"THICK CUSTOM WASHER 1/2" HEX BOLT,9"LONG 1/4"THICK PLASTIC SPACER 46 PT FRAMING 1/8"CUSTOM WASHER F X 1/2"NUT,TYP. 1/2"HEX BOLT, TYP. 1/2"CUSTOM WASHER,TYP. 1/8"THICK CUSTOM WASHER 1/2"HEX BOLT, TYP. 3"x6 7/8"PT SYP GLULAM 1/2"x 8"LAG p 0 w BENCH AND BENCH POST DETAIL PLATFORM FRAMING DETAILICAL NEWEL CONNECTION DETAIL AT PLATFORM NEWEL CONNECTION DETAIL AT STANDS SCALE: 3"=1'-0" �� SCALE: 11/2"=1'-0" rom'N�_T_ypSCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0' > ' Q O WWM AND POC GAURDRAIL SYSTEM, SEE DETAIL 30 ON r0 S-2.3 FOR DETAILS. POC AND WELDED WIRE MESH Q GAURDRAIL SYSTEM, SEE DETAIL 30 ON S-2.2 5 1 1/41"ANODIZED ALUMINUM HANDRAIL AND BRACKET 0 TYP `ya 1l4I - A N HANIDRAIL MOUNTING CLIENT: BRACKET FASTENING BY ALL COTUIT ATHLETICS CAPE WELDING cl, CID 2 1/2"HOT-DIP GALVANIZED PROJECT TYPE: SIMPSON SIDS SCREW HANDRAIL CONNECTION DETAIL VISITOR STANDS 207 SCALE: 1 1/2"=1'-0" 3x6 POC BEVELED TOP RAIL LOCATION: co HANDRAIL 1/4"ANODIZED ALUMINUM COTUIT HANDRAIL AT ACCESSWAYS,TYP. MASSACHUSETTS no ° o ° ul 12" 00 HE IF HE HHHHHHHHHEE NsoNWOOD 4x6 PT FRAMING AT RISER ❑ �❑^ ❑ ❑ �❑❑❑ ❑ ❑ PLATFORMSHE T T:F N I��❑LJ�❑HHHHHHD1:1OOD� �❑-1❑ 6 BLACKJACK CROSSING PT FRAMING, SEE DETAIL 2 ❑❑ ❑❑❑ El El- ❑ WALPOLE,NH 03608 USA ON S-2.1 ❑❑ ❑❑❑ ❑ ❑ ❑ ❑ PHONE:(603)756-3600 � E HE E�H❑❑❑ �❑��HHHH g❑�❑�� FAX:(603)756-3200 SIMPSON A34SS CONNECTOR ❑❑ ��❑ H HHL iH❑� H❑�❑❑1E]HEHH�1I_J�I_I� ❑❑ EMAIL:info@bensonwood.com � �� ❑ ® � STAMP: �5x9 PT WEDGE N o N 28 p FRAMING CONNECTION DETAIL TO PT WEDGE ��0 SCALE: 11/2"=1'-0" I f I (4)3.5"x123/8"SYP PT GLULAM o o p STAIR RISER,TYP. 2"x2"x3/16"WELDED WIRE o MESH GUARDRAIL INFILL o (2)-,SIMPSON LSCSS 2x3 POC BOTTOM RAIL STRINGER CONNECTOR AT 3"HOT-DIP GALVANIZED G'/ST D EACH STRINGER SIMPSON SIDS SCREW WITH /ONA 12" 1/2 STACK OR WASHERS 1"x1"x1/8"HOT-DIP GALVANIZED N ANGLE WELDED TO WWM cli 5/4"POC DECKING DATE: 09 MAR 20 0 o C7 6x6 OR 5x5 POC NEWEL POST SCALE: AS NOTED BWC TEAM: CC O U SHEET TITLE: FRAMING ° DETAILS - SECTION AT STAIR GUARD RAIL MESH DETAIL 2 9 SCALE: 3/4"=V-0" 3 SCALE: 3/4"=1'-0" O FRAMING NOTE 1: Q ALL HARDWARE TO BE HOT DIP GALVANIZED OR EQUIVALENT. p SHEET NUMBER: Z FOR CONSTRUCTION- zw S -2 ,02 BUILDER 2 S-3.2 6-5 1/2" 26-715/16" 6'-0 1/8"LANDING 23'-6 3/16" 5 3/8" 6-0 1/8" 6-81/4" 6'-81/4" 6'-8 1/4" 5'-9 7/8" 6-01/8" 5'-9 7/8" 5'-9 7/8" 5'-9 7/8 5'-9 7/8" CIVIL ENGINEER: co M 7/8" 6'-81/4" 6'-8 1/4" 5'-9 7/8" 6'-01/8" 5'-9 7/8" 5'-9 7/8� „ ,- „ 5 9 7/8 5 9 7/8 Lo o ED m H.V.A.C.: T-41/16" T-1 5116" T-1 5/16" T-1 5/16" T-1 5/16" T-1 5/16" T-1 5/16" T-4 1/16" M N - co ELECTRICAL; zo — - NOTE:GRANDSTAND NOT SHOWN COMPLETELY FOR CLARITY to '5'-51/2 5'-81/8"CLEAR c co 0 `' co OTHER N 1 � 1 S3.2 0 0 o S3.1 --- 10 z J CL' CO O c O O 9to ------------ 5x5 5x5 ILJ 6'-51/2" 6'-0 5/8" m m a _ a ° � Q o � NEWEL PLAN O Q � U WW H N CLIENT: i' COTUIT ATHLETICS PROJECT TYPE: VISITOR STANDS CV LOCATION: J co M COTUIT, MASSACHUSETTS M BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 N 24° NOTE: FAX:(603)756-3200 ALL RAILINGS ARE TO BE FABRICATED FROM 1 1/4 DIA. EMAIL:info berisonWood.com STAMP: ANODIZED ALUMINUM PIPE, TYP. HANDRAI - -ALL RAILING FASTENINGS AND CONNECTIONS ARE TO - IA OF oo 5/4 POC DECKING 3 1/4" 1 3/4" MEET OR EXCEED LOCAL CODE. PH PLASTIC SPACER, 1/4"THICK_ -RAILING FABRICATION AND INSTALLATION IS TO MEET , N * OR EXCEED LOCAL CODE. ,� ec G/ � t� 1x POC KICK PLA � 5T �Q 1/4 NC. N N AYR PT FRAMING DATE. 09 MAR 20 SCALE: 1/4"= 1'-011 a BWC TEAM: CC O U SHEET TITLE: 4 NEWEL PLAN & AISLE °GRANDSTAND AISLE HANDRAIL DETAIL HANDRAIL SCALE: 11/2"=1'-0" a DETAILS ra p SHEET NUMBER: Z FOR CONSTRUCTION S � 3 ,PO BUILDER: CIVIL ENGINEER: H.V.A:C.: i 0 ELECTRICAL: 0 O o OTHER: O 0 O W O O o 0 Q Z 0 O O o 0 O w A 5 o � � 12 U O M O Q � N CLIENT: COTUIT ATHLETICS 12" PROJECT TYPE: VISITOR STANDS 0 0 0 o LOCATION: COTUIT, MASSACHUSETTS BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info bensonwood.com STAMP: t9� 7 pH WEST ELEVATION SCALE: 3/4"=1'-0" ss/ONAL � �C o icZO N N Z DATE: 09 MAR 20 C7 SCALE: 1/4"=1'-0" BWC TEAM: CC U SHEET TITLE: SIDE ELEVATION ° U STAIR ONLY SIDE Q p SHEET NUMBER: FOR CONSTRUCTION S - 3 . 1 W BUILDER: I - CIVIL ENGINEER: H.V.A.C.: i ELECTRICAL: i p OTHER: t°J 12° fill ° M NOTE: ° ALL RAILINGS ARE TO BE FABRICATED FROM 1 1/4" DIA. O ANODIZED ALUMINUM PIPE, TYP. ° -ALL RAILING FASTENINGS AND CONNECTIONS ARE TO ° `" MEET OR EXCEED LOCAL CODE. 0 RAILING FABRICATION AND INSTALLATION IS TO MEET a ° OR EXCEED LOCAL CODE. 0 ° � W 12" 0 Q M 5 � 12" A O • p w A vWi 5 o EAST ELEVATION - - A ,� CLIENT: COTUIT ATHLETICS PROJECT TYPE: VISITOR STANDS LOCATION: COTUIT, MASSACHUSETTS BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 ---- EMAIL:info bensonwood.com STAMP: 'OF Abu d F lL ° 0 /ON L 0 0 0 0 o � N O DATE: 09 MAR 20 I � 0 SCALE: 1/4"=I'-0" 12 p o - o0 00 0 BWC TEAM: CC O U SHEET TITLE: U SIDE ELEVATION F1 ° RAMP SIDE & RAMP _ o ELEVATION 23'-11" 6'-01/8 25'-8 11/16" 6-5f, p p SHEET NUMBER: 2 SCALE. 1/210ELEVATION OF SOUTH SIDE OF RAMP FOR CONSTRUCTION ° S - 302W - --- - - -------- --- -