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Home My WebLink About0365 OLD COLONY ROAD ''31��" ate' Co/on _ i�2�° ,, Town of Barnstable Building :' =Post This:Cartl So That�t sV�s�ble�From;the�Street—A' roved Plans Must beYRetain�ed�o'n Job�and.this Car,:,d,Must be Kg at � . .x • � b" PostedUntih-Finalylnspectio�n Haas Been�Matle ., R 1Mhere a.Gert�ficateof Occu ,ant ,;is Re u�red;.suCh BUildm shall:Not.be®ccupwed until a Final Inspection has been made ei jijl Permit No. B-19-1434 Applicant Name: Daniel J Joyce,Jr Approvals Date Issued: 05/16/2019 Current Use: Structure Permit Type: Building-Accessory Structure-Commercial Expiration Date: 11/16/2019 Foundation: Location: 116 HIGH SCHOOL ROAD, HYANNIS Map/Lot 326-001 003 Zoning District: RB Sheathing: Owner on Record: BARNSTABLE,TOWN OF(MUN} k Contractb Name Daniel J Joyce,Jr Framing: 1 �° Contractor License ,GCS102512 nl Address: 367 MAIN STREET x 2 .. . HYANNIS, MA 02601 " `� fst Protect Cost: $25,000.00 Chimney: Description: New Dugouts ._, Pe"rmit Free:. $377.50 Dugout:(Visitors) ' Insulation: (" FePaid $377.50 Project Review Req: � Date 5/16/2019 Final: Plumbing/Gas. G _ Rough Plumbing ._. ., ui in icia This permit shall be deemed abandoned and invalid unless the work a thor¢ed by this permit is commenced within six months after Assuan . Final Plumbing: All work authorized by this permit shall conform to the approved application and the,approved construction document for which this permit has been granted. All construction,alterations and changes of use of any building and structes shall,be in compliance with the local zon1ng"by laws and ur codes. Rough Gas: This permit shall be displayed in a location clearly visible from access s N&6r road and shall be maintained open for pu"N"'mspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures bey&the Building and Fire Officials are'provided on thispermit. Electrical Minimum of Five Call Inspections Required for All Construction Work.%' 1.Foundation or Footing , = Service: 2.Sheathing Inspection s �� " Rough: 3.All Fireplaces must be inspected at the throat level before firest flue:,,-Jmmg is installed . 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons ratting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department C All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building Post This CardSo,That�tis,,�/lsible From the Street-Approved,Plans•Mustbe Retained on.J.ob antl:ahis ford„Must be',Kept _ ra `, Posted Until Final Inspection Has Been Made f� � R ,�Wrh,.:'. ' eiiy er Permit No. B-19-1432 Applicant Name: Daniel 1 Joyce,Jr Approvals Date Issued: 05/16/2019 Current use: Structure Permit Type: Building-Accessory Structure-Commercial Expiration Date: 11/16/2019 Foundation: Location: 116 HIGH_SCHOOL ROAD,HYANNIS Map/Lot: 326 001 003 Zoning District: RB Sheathing: Owner on Record: BARNSTABLE,TOWN OF(MUN) r Coiitractor.Name Daniel J Joyce,Jr Framing: 1 Address: 367 MAIN STREET f; k1 Contractor LieenseCS102512 2 HYANNIS, MA 02601 ;IM Est Project Cost: $25,000.00 Chimney: Description: Building New Dugouts Permit Fee: $377.50 _ Dugout(Home) Insulation: 2 Fee Paid $377.50 Project Review Req: Final. . Date ,} 5/16/2019 A ' Plumbing/Gas k Rough Plumbing: m .:. m. ui m icia This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced"'within six months after issuan Final Plumbing: All work authorized by this permit shall conform to the approved applicaUonand t�he, approved construction documentsfor which this permit has been granted. s '-y - ` : All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by laws�and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: Z � Z The Certificate of Occupancy will not be issued until all applicable signatures by tQ litilding and,Fire Officials are provided on thinpermit. Electrical Minimum of Five Call Inspections Required for All Construction Work: ' Service: 1.Foundation or Footing 2.Sheathing Inspection k Rough: 3.All Fireplaces must be inspected at the throat level before firest flue;lmingis installed Y g 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "P rsons con ting with unregistered contractors do not have access to the guaranty fund" (as set forth in M G L c.142A). Final: � Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT' Final: I A6OZ@ CERTIFICATE OF LIABILITY INSURANCE r ATE(MMIDDIYYYY) 04/25/19 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 NAME: Ben Chisholm - Chisholm Insurance Agency,Inc A/c°No Ext: 508-358-6111 A/c No): 508-358-5324 PO Box 399 ADDRESS:Wayland,MA 01778 SS: ben@chisholminsurance.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Arbella Protection Insurance INSURED INSURER B: Joyce Landscaping INSURERC: 68 Flint Street INSURER D Marstons Mills,MA 02648 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR OWUL WUK POLICYF POLICY X LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE Fx_1 OCCUR PREMISES Ea occurrence $ - 50,000 MED EXP(Any oneperson) $ 5,000 A X 8500029622 11/15/18 11/15/19 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE X 4600024802 11/15/18 11/15/19 AGGREGATE $ 5,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ NIA` (Mandatory in NH) - E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT $ N :DESCRIP OF O TIONS I LOC TIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Wa _performed at 120 gh School Road,Hyannis. n) 0 Q p t"e CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Hyannis Athletic Association ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 852 Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE Thomas B.Chisholm ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AcoRL7® CERTIFICATE OF LIABILITY INSURANCE r (MMIDD/YYYY)ATE `..�/ 04/26/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Linda Sullivan DOWLING &O'NEIL INSURANCE AGENCY A/cD°NNo,Ext: (508)775-1620 FAX No: E-MAIL lsullivan@doins.com 973 IYANNOUGH RD INSURERS AFFORDING COVERAGE NAIC# HYANNIS MA 02601 INSURER A: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B JOYCE LANDSCAPING INC INSURERC: INSURER D: 68 FLINT STREET INSURER E: MARSTONS MILLS MA 02648 INSURER F: COVERAGES CERTIFICATE NUMBER: 394888 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS - COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑ PRO ❑ JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ AUTOS AUTOS FNON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS. - Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X PERT EORH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? N/A NIA N/A 6S60UB5B91624919 04/07/2019 04/07/2020 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hyannis AThletlC Association ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 852 AUTHORIZED REPRESENTATIVE Hyannis MA 02601 ` " r Daniel M.Cr y,CPCU,Vice President—Residual Market—WCRIBMA @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD r oFTHE, Town of Barnstable Building Department Services * BARNSrABLE. ' Brian Florence CBO 9 MASS. f `bAT 1639. . Building Commissioner fD MA'S 200 Main Street,Hyannis,MA 02601 W W W.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, David W Anthony, Director of Property and Risk Management, as Owner of the subject property hereby authorize Joyce Landscaping, located in Marstons Mills, to act on my behalf,in all matters relative to work authorized by this building permit application I - for: The construction of Baseball Dugouts at McKeon Field, located at 116 High School Road Extension, Hyannis MA 02601 **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner U Signature of Applicant Print Name Print Name Date ` t Q:FORMS:OWNERPERMISSIONPOOLS Rev:08/16/17 © 68 Flint Street,Marstons Mills,MA 02648 Tel: (508)428-4772,Fax: (508)428-4707 www.j oycelandscaping.com • • • January 16, 2018 Revised: August, 9, 2018 • Hyannis Athletic Association Attention: Brad Pheifer • P.O. Box 852 Hyannis, MA 02601 _ Hyannis Harbor Hawks c We are pleased to submit the following proposal for work to be performe at: -• 120 High School Road :o 365 Old Colony Road Hyannis, MA Field Restoration Site Preparation: • Furnish an install straw waddles and siltation fence on outside of entire outfield fence for proper sediment controls • Furnish and install Dep sign if necessary • Furnish and install proper job signage for traffic control, deliveries and safety Total: $15,000.00 Site Work: • Grub out and remove existing field • Cut down existing sub base to elevation (0) representing home plate elevation • Remove all unwanted or unusable debris and.haul off site and properly dispose • Save all usable topsoil-to be reused in field construction Total: $50,000.00 Beautiful Properties Begin Here,— HYANNIS HARBOR HAWKS FIELD RESTORATION 2018, 2 Field Elevation Preparation: • Properly grade existing subsurface to elevation(0) • Furnish and install approximately 18" of bank run fill to properly lift subsurface of field Total: $200,000.00 Field Drainage: • Install subsurface drainage system using 8" ADS pipe wrapped in siltation sock • Drainage system will be installed in a grid pattern as per specifications • Pipes will drain into off fieldidrainage cell meeting quantity specifications Total: $100,000.00 Field Construction: • Take sample of existing onsite topsoil and send to extension service for recommendations • Set up screening plant on site and screen existing on site topsoil and augment as recommended by the extension service • Furnish and deliver additional topsoil of same specifications and mix with existing • Spread specified processed topsoil throughout turf area layout of field as per proper finish elevations • Spread 'specified infield dirt throughout infield layout as per proper finish elevations • Spread specified warning track material and install as per specified layout and at proper elevation Total: $125,000.00 Beautiful.Properties Begin Here, HYANNIS HARBOR HAWKS FIELD RESTORATION 2018, 3 Irritation Installation: • Furnish and install irrigation system as per official baseball field irrigation design by Hunter Industries with quick connects • Irrigation system will be attached to existing well Total: $35,000.00 Sod Installation: • Finish rake all lawn areas upon installation of irrigation system • All areas will be properly graded and finish raked to proper finish elevations • Furnish and install New England Turf Mix Sod on all specified turf areas . throughout field Total: $150,000.00 Field Preparation: • Construct pitcher's mound as specified with proper elevation • Set home plate and bases as specified with proper elevations • Properly cut edges of sod where meets infield • Rake infield and set at;specified finish elevations Total: $25,000.00 Clean-up & Restoration: • Complete restoration of all disturbed areas that occurred during field restoration • Full clean-up of entire;area and all associated debris upon completion of project • All associated excess debris will be properly disposed off site Total: $15,000.00 Beautiful.Properties Begin Here.,.. ,s HYANNIS HARBOR HAWKS FIELD RESTORATION 2018,4 Total Cost: $715,000.00 Respectfully submitted, Christopher J. Joyce, MCLP #1406 Joyce Landscaping, Inc. Terms of Payment: Fifty percent(50%) deposit required at acceptance of contract. All balances due upon completion. Balances over 30 days subject to a 1.5% monthly finance charge (18%per annum) and any charges incurred during collection. There are important additional terms and conditions to this contract. Read all pages before affixing your signature. Customer acknowledges that he has read this contract including the terms and conditions* Accepted by: Date: Beautiful.Properties Begirt Here.,.. HYANNIS HARBOR HAWKS FIELD RESTORATION 2018, 5 GENERAL TERMS & CONDITIONS • The precise commencement date depends on weather conditions, availability of materials to perform the required work and the completion of previously scheduled work. Work will generally be performed during day light hours and may be conducted on'Saturdays and Sundays. The work may not be conducted on a continuous basis depending on the type of work being performed, the availability of materials and the scheduling of other projects. Every effort will be made to perform the work in an efficient manner. • This proposal shall not be deemed valid until countersigned by Joyce Landscaping,Inc. This proposal is valid only for 30 days from the signed date. • Joyce Landscaping, Inc. will install all material in accordance with appropriate industry and nursery standards. Proper maintenance, particularly of plant and organic materials, is required and is the obligation of the Customer. • Work performed by other contractors or subcontractors that is not provided for in this contract such as, but not limited to masonry, fencing and irrigation, is not guaranteed by Joyce Landscaping, Inc., and Joyce Landscaping, Inc. shall not be liable for such work or for any losses, damages or any repairs resulting, including damage to plant material installed by Joyce Landscaping, Inc. • Payment is due in accordance with the terms set forth on the front page of this agreement. Otherwise, payment is due upon receipt of an invoice. Progress payments may be required and are due upon receipt of a request for payment or_an invoice. All invoices are to be paid in full not later than 30 days following completion of work. A payment not paid when due will be subject to interest at the rate of 1.5% per month. The Customer shall be liable for all costs of collection including interest and reasonable attorney fees. Warranties contained herein will not be honored and will become void should the Customer be in default of a payment obligation. • Joyce Landscaping, Inc. will not assume responsibility for damage to any underground object such as gas and water lines, irrigation lines, cable television, electric or telephone lines or conduit, unless designated by Customer to Joyce Landscaping, Inc. on appropriate drawings prior to the beginning of work. Joyce Landscaping, Inc. is not responsible for damage to walks, curbs and driveways caused by the delivery of supplies and materials through normal construction operations. Joyce Landscaping, Inc. will take all reasonable precautions to preserve existing trees and shrubs. However, Joyce Landscaping, Inc. is not responsible for loss of existing trees and shrubs. Unforeseen weather conditions such as extreme temperature, high wind and heavy rain that result in damage that includes, but is not limited to the washout of seed and damage to sod,plant materials and mulch ismot the responsibility of Joyce Landscaping,Inc. • Any request for additional work will be considered an"extra"and performed on a time and materials basis. It is agreed that the total price under this contract shall be invoiced and paid according to the terms of the contract, and additional work will be billed separately. • Winter snowplow damage, cleanup or repair(if necessary)will be charged at$ 42.00/hour. • Irrigation system maintenance (turn-on &turn-off) pricing does not include repairs. Repairs will be billed on a time and materials basis at labor rate of$ 65.00/per man/per hour plus materials. • Time and materials work is charged on a portal-to-portal basis. Maintenance work will be invoiced on the basis of a labor rate of$42.00/per man/per hour plus materials. Const. time and materials work is charged at a labor rate of$ 55.00/per man/per hour and $35.00/per hour for large skid-steer and small compact skid-steer, or equivalent,plus disposals. Material, including plant material,will be billed at retail cost. Beautiful.Properties Begin Here.;. '[HE Tp� of Application Niunber........... ....... _'--" SARNSTABLE, ' yMASS. Permit Fee.. .... .... .... . .Other Fee........................... 1639' TOWN of�fD MA'S A Total Fee Paid"...`... ...................................;.................... ...... TOWN OF BARNSTABLE pp y.•.• k2 PenmtA rovalb ......on...... ........ BUILDING PERMIT - CP OD r) r e1 Parcel ........ APPLICATION Section I — Owner's Information, and Project Location Project-Address Village ( In�1S Owners Name t'��S C. Owners Legal Address City State Zip Owners Cell# E-mail { Section 2— Structural Use ❑ Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑. Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation. ❑ Pool. ❑ Insulation Other—Specify Section 4 - Work Description t� Last updated:12/28/2017 Applicanon ivumocr..................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method E] MA Checklist ❑ WFCM Checklist ❑ Design j Section 6—Project Specifics Wiring : , (� Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas e [] Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public ❑ Private al ❑ On Site Municipal Sewage Disposal ❑ M P Historic District ❑. Hyannis Historic District ❑ Old Kings Highway I am usinga crane ❑ Yes El No Debris Disposal Facility: Section 7--Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes No ❑ Section 8—Zoning Information Zoning District Propose d Use Lot Area Sq. Ft. #of Dwelling Units o n site Lot Coverage g ( ) Total Frontage Percentage of L ag g Setbacks Front Yard Required Proposed. Rear Yard Required Proposed t Side Yard Required Proposed Has this ptoperty had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 12/28/2017 - -ippnuaLlUll IN Ul11UG1.........................-.................. - 71 Section 9— Construction Supervisor Name Telephone Number Address r� 7 �4City State A Zip License Number Lp 3 '/J_L License'Type' Expiration Date Contractors Email Cell# 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 Section 10-Home Improvement Contractor Name 0,/A) P `� � Telephone Number a Address City State Zip Registration Number ( � Expiration Date ( � I understand my responsibilities under the rules and regulations for Home Improvement Contractors 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 H.I.C... Signature Date- Section 11 --Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number 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. Signature - Date APPLIC T SIGNATURE Signature Date a6 Ul �s L Print Name L Telephone Number E-mail permit to: C��C. '�',:•/�� - Last updated; 12/28/2017 - f Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) E.1 , jjqf Historic District Site Plan Review(if required) '❑ 1711' I Fire Department ❑ ; Conservation l For commercial work,please take your plans directly to the fire department for approval~ Section 13 - Owner's Authorization as Owner of the subject property hereby authoriz ,e to-'act on my behalf, in all matters re ative to work authorized by this building permit application for: SL Address of job) , Si ature weer /'� date Print Name r Last updated. 12/28/2017 r' i Commonwealth of Massachusetts �. $ Division of Prof essional'Licensure Board of Building Regulations and Standards Constr00116il IS#5gvisor CS-102512 �: t ,�ires; 12/13/2020 t 41 DANIEL J JOYCE,,JRt, PO BOX 117 t r WEST HYANNIS.P�ORT MA 026Z` ; t C4Vcommissioner f]jjI` �amn�aa7uuea,Ll�a�'��ilicatae�uaell�` office of Consumer Aff airs&Business Regulation Registration valid for individual use only HOMEIMPROVEMENT,CONTRACTOR 9 TYPE•Individual before the expiration date. If found return to: Registration "Expiration Office of Consumer.Affairs and Business Regulation r ; 1581.58 12/16/2019 10 Park Plaza-Suite 5170 Bo on,MA 02116 DANIEL JOYCE DANIEL JOYCE E 14..QQLPHIN LN. m NOt V811 W o signat�r' �a «.X HYANNIS,MA 02601 "- ' Undersecretary s ' h The Commonwealth of Massachusetts Department of Industrial Accidents 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 Le gib Naine(Busine Oro niz 'on/Individual): JP Address: c� ti City/State/Zip:tC/ < �/L.j -� " Phone#: '' Are you an employer?Check approp ' e bog: Type of project(required): 1.❑ I am a employer with 4. [] I am a general contractor anal I 6. 5LNew 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 . _ These sub-contractors have _ ship and have no employees 8. ❑Demolition working for me in any capacity. employees and have workers' 9 0 Building addition [No workers'comp.insurance comp.insurance.: required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised.their 11.0 Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t C. 152, §1(4),and we have no employees. [No workers' 13.[]Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state tyhether or not those entities bave employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that isproviding workers'compensation insurance for my employees Below is thepolicy andjob ske information. Insurance Company Name: Policy#or Self-ins.Lie.#: 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 v cation. I do hereby ce u r the pains an penalti �itry t at a information provided ytbWive is true and correct: Si ature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: Town of Barnstable BUlldl .... ...... Past This Card o'That-it�s.V�sible From;the Street�;A , roved Plans;,Must�be,Retained on�Job,and�this�Card,Must: .e�Ke t �� - ,.. 6 �Posted�Untif Fin.�al Inspection Has Been Made '� �' - �. �� . - �,R EWhere:�a Certificate of Occu an.,c �s ite wired such;Burldm .shall)Not,be�Occu red un#il a Flnah.lns ect�on has been-matle� � Permit Permit No. B-19-1643 Applicant Name: Scott Holmes Approvals Date Issued: 05/29/2019 Current Use: Structure Permit Type: Building-Accessory Structure-Commercial Expiration Date: 11/29/2019 Foundation: Location: 365 OLD COLONY ROAD, HYANNIS Map/Lot 326 001 001 Zoning District: SPLIT Sheathing: Owner on Record: ROMAN CATHOLIC BISHOP OF FALL RIVER Co tractor�Name, ° SCOTT E HOLMES Framing: 1 3 Contractor Licens"e `�CS 101697 Address: 450 HIGHLAND AVENUE 2 FALL RIVER, MA 02720 Est Project Cost: $28,500.00 Chimney: Description: - Full Installation of a new(4) Beam structure with a scorebiiard,ad Permit,-Fee: $409.35 Insulation: panels, Message display and arch truss Fe Paid $409.35 Project Review Req: engineering received k Final: Date 5/29/2019 r 4, Plumbing/Gas Rough mbin lu g n Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced withlnsa m nths after issuance. All work authorized by this permit shall conform to the approved application and theme approved construction documents for ovh:"'h th s permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and strda es hall 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 pb li6ifispectlon for the entire duration of the Final Gas work until the completion of the same. jK Electrical The Certificate of Occupancy will not be issued until all applicable signatures by„'a Build ng and Fire Officials are pro IV ded on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection Vim' " 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 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). Building plans are to be available on site Fire Department Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT °FINE r Town of Barnstable y°^ Building Department Services + BARNSTABM = Brian Florence CBO - MASS. Arf�M039. AyA�O Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder i I, David W. Anthony,Director of Property and Risk Mgmt,as Owner's Representative for the subject property hereby authorize ' Hyannis Athletic Association of Hyannis and Scoreboard Enterprises, of Mansfield } MA to act on my behalf,in all matters relative to work authorized by this building permit application for: 3 McKeon Field Score Board Installation 116 High School Road, Hyannis i i Signature of Owner Signature of Applicant OnVIC) Print Name Print Name Date i i j Q:FORMS:OWNERPGRMISSIONDWA TENTS Rev:09/10/2018 i DAKTRONI:CS.COM` � ;r.'G) (7G7k:ttJ1 r °�i(;IV,C? jai).>E3�%✓.?j. DAKTRONIGS: T 800 25 8766 605::692 0200 r 6JS 6 7 4700 May 28, 2019 Z 120 High School.Road - 0CD Hyannis, MA 02601 %0 CXII RE McKeon Park,Si nage Produd Design; %A To Mark Hurley and Whom It May:Concerrl, ` This.letter is:in regard to McKeon Park Signage for a Daktronics DA-1001-36, 2'-O"x25'V non-backlit ad 2r-O'xT1'-0" non backlit ad, B,42,127 and a DUkMC-96 601.9 video display thot.will be installed. at McKeon Park in Hyannis; Massachusetts. All s gnage is shown on Cornerstone Engineering drawing #CA24028 revl. The.design criteria on that, drawing is as follows:. Risk Category 11 • Wind Speed 150:mph, .Exposure C. _. - 1 • : Height to top of sign =25f-O'. These,parameters yield a Case A wind pressure of approximately 4 .5 psf and Case B wind pressure of 7Qs$ psf._Case C., does not apply to the aspect ratio of these signs These yoind pressures are ultimate design pressures`: All signage.exceeds >the design requirement assumng.it has been installed per Daktronics'staridard installafiion methods. OA i00 36 should be installed p'r drawing 9 11 Fb5©rev04 The 2'-0' n�i,backlit ad panEls sl4auld be iristalled;::per drawing 1 U52539':rev04 The BA2127:should.be installed per drawing.1052565 rev05 TheUN1 =9bx10419 video display should be irastaJ{ed' per drawing 35b$585 rev00; _. The product was:designed to meet or exceed Ihi wind pressures stated above.:' Daktronics,rs not responsible Ear f6.design.af`the foun:dotion°:and;anchorage'of the.sign to fh6ioundatiari; Sincerely, , FL� z ta° Pn G 4k°S1 d Aridy Baker, E jSoutf;Dakota) T 1 Strucfural Engineering Daktronics Inc ny � dFf �4 aZi �Qd+b9Da�� ry`,n• . VERTICAL BEA _ 12-13 X 3.000 BOLT '*'CRITICAL"' I-BEAM CLAM 12"LOCK WASHER ®�H DO NOT USE ANY LUBRICANT 12"FLAT WASHER ON ANY MOUNTING HARDWARE SPRING NUT NISTRUT OR WARRANTY WILL BE VOIDED -------CHANNEL 12-14 X 1.50 ELCO DRIL-FLEX SCREWS W/#3 POINT ' 24'CH 3X1.75 6061-T6 ALUM TOP VIEW - ONLY THESE HOLES T TRUSS ATTACHMENT RONT OF TRUSS 1-5/8'UNISTRUT BE USED TO ATTACH SCALE 1/6 UNISTRUT TO CHANNEL 3/8'FLAT WASHER - 3/8-16 X 1.000 BOLT 1-12 TYP. 3l8'FLAT WASHER " 3/8"LOCK WASHER FRONT ISOMETRIC VIEW yTOPTOP AND BTM - - - 24'CH 3X7.75 6061-T6 ALUM 3/8.16 NUT STRUCTURAL NOTES: SCALE 1/6 TO DETERMINE IF THE TRUSS BEING MOUNTED WILL EXCEED THE MAX ALLOWABLE LOAD PER CONNECTION TAKE THE WEIGHT EXPLODED SIDE VIEW� NE ALLOWABLE LOADS PER COLUMN CONNECTION OF THE TRUSS AND DIVIDE BY THE NUMBER OF CONNECTIONS.. UNISTRUT AND CHANNEL CONNECTION F CONNECTION - MAX ALLOWABLE WEIGHT: 180 LBS - THE DECORATIVE TRUSS SHALL NOT HAVE MORE THAN 50%. ATTACHMENT OF THE FACE COVERED. SCALE 1/6 -MAX WIND LOAD CAPACITY:1400 LBS - COEFFICIENT OF FRICTION:0.45 ADDITIONAL LETTERING/LOGOS SHALL NOT PROTRUDE MORE BOLT TORQUE:40 FT-LB THAN 14'ABOVE THE TOP OF THE DECORATIVE TRUSS. MIN-MAX I-BEAM FLANGE THICKNESS:3/16"-3/4' - NOTE:IF THE 1-BEAM FLANGE THICKNESS IS GREATER THAN REFERENCE THE PRODUCT SPECIFICATION DOCUMENTS TO DETERMINE SPECIFIED,LONGER BOLTS WILL BE REQUIRED AT THE THE WEIGHT OF THE DA-1001 AND DA-1000 TRUSSES. CUSTOMER'S EXPENSE.MAX LENGTH OF REPLACEMENT BOLT IS 3.5'.MUST BE GRADE 5 MINIMUM. DA-1001:SL-08028DA-1000:SL-08027 MOUNTING INSTRUCTIONS: 1.ATTACH THE PREDRILLED ALUMINUM CHANNEL TO THE TRUSS WITH SELF DRILLING SCREWS AS SHOWN IN THE UNISTRUT ATTACHMENT SIDE VIEW. ALL 10 SELF DRILLING SCREWS MUST BE USED PER CHANNEL. CHANNELS ARE TO BE CENTERED AT VERTICAL BEAM LOCATIONS. 2.ATTACH UNISTRUT TO CHANNEL THROUGH HOLES INDICATED IN THE FRONT ISOMETRIC VIEW OF THE CHANNEL ssoEc a PER1;awEO Luaacv+r wrawNo +era AND ATTACH WITH HARDWARE SHOWN IN UNISTRUT ATTACHMENT SIDE VIEW. 3.PLACE SPRING NUTS INTO UNISTRUT IN APPROXIMATE LOCATION OF VERTICAL BEAMS. s [S NN IS OPMTED COLUMN NOTESwDRDOEO9ffiUCTORA NDTE9 4.LIFT TRUSS INTO POSITION. - i S.ATTACH I-BEAM CLAMPS WITH 12'HARDWARE AS SHOWN IN TOP AND REAR ISOMETRIC VIEW TRUSS ATTACHMENT. 6.MAKE SURE THE 1/2-13 BOLTS ARE AS CLOSE TO THE I-BEAM FLANGES AS POSSIBLE. - a: oaN u - uFosTEn TD MmaE REvwoNs wrw 7.WHEN TRUSS IS ADJUSTED TO FINAL DESIRED POSITION,TIGHTEN BOLTS FIRMLY. + DOCT 3 RER EGt3b;CHANOEO BOLT TORDVE FROM 50 FT1B TO 1B FT-L8 � � REV OCTE: Br: THE DECORATIVE TRUSS SHALL NOT HAVE MORE THAN 50% - -OF THE FACE COVERED. 1/2'FLAT WASHER ADDITIONAL LETTERINGILOGOS SHALL NOT PROTRUDE MORE - mrv�oEN�'i°.+L"E,+rm° s"ONvr:'e=ni1°'ow.e TM'r� 1/2*LOCK WASHER THAN 14'ABOVE THE TOP OF THE DECORATIVE TRUSS. - o�NrR wsu _pRe,�„,�� "`A" ice, {\(Tr}/} p�lC'Ita>H1s r�iD N6NJ 12-13 X 3.000 BOLT Reaecr. OUTDOOR DECORATIVE ACCENTS OA-1348-1054 TRUSS I-BEAM CLAMP MOUNTING EXPLODED REAR ISOMETRIC VIEW MTG HDWE:BEAM CLAMP,DECORATIVE TRUSSWORK,1-POLE wTE: 22-DEC-15 nMways: INCHES MILLIMETERS sNEET TRUSS ATTACHMENT - THIS ASSEMBLY HAS ENOUGH FOR(2)COLUMN CONNECTIONS - suLE: 1l80 DO NOT SCALE DRAWING 1 OF 1 04 SCALE 1/15 oEscN: KSCHNABEL iD- --— wuwr: KSCHNABEL P1348 E-10-B 1111650 Put!-OMpq 111l60 Wutlon-01.1 Dwuyben-N B iRU88 HLEAM CLAMP YCIINTVIO LIII In YWh lad H0411W BY-Ptl Wt Mo®NE-]MS12d] � \l r { f i { I ' f i NOISIAIQ 9S --L WV 6Z AVW 6101 VERTICAL BEAM 12-13 X 3.000 BOLT UNISTRUT VERTICAL BEAM " SPRING NUT 12-13 X 3.000 BOLT I-BEAM CLAM 12"LOCK WASHER 12'FLAT WASHER SPRING NUT 0 12P LOCK WASHER 3/8'FLAT WASHER 3/8'.LOCK WASHER 3/8-16 X 1.000 BOLT 1/2"FLAT WASHER ° ° AD PANEL 1.5/8"UNISTRUT - qD PANEL EAM CLAMP o 0 ACKUP CHANNEL 3n8-18 SQUARE NUT SIDE VIEW i. AD PANEL ATTACHMENT RONT OF AD PANEL - - SCALE 1/5 TOP VIEW AD PANEL ATTACHMENT SCALE 1/5 STRUCTURAL NOTES: 1 ALLOWABLE LOADS PER COLUMN CONNECTION - MAX ALLOWABLE WIND LOAD:2,400 LBS '"'CRITICAL*" MAX ALLOWABLE PANEL WEIGHT:158 LBS. - - - W ¢ COEFFICIENT OF FRICTION:0.03 DO NOT USE ANY LUBRICANT +, 13/16 TYP eoLrroRauE:59 FT-Le ON ANY MOUNTING HARDWARE 120,621 MIN-MAX I-BEAM FLANGE THICKNESS:025"-0.75- OR WARRANTY WILL BE VOIDED TOP AND BTM - EXPLODED SIDE VIEW • - MOUNTING INSTRUCTIONS: _ UNISTRUT ATTACHMENT 1.USING THE BACKUP CHANNEL AS A TEMPLATE,DRILL 07/16'HOLES IN THE UPPER AND LOWER REAR.FLANGE OF THE AD PANEL WHERE THE VERTICAL BEAMS WILL BE LOCATED. - -. - 2.IF AD PANEL HAS BACKSHEETS,REMOVE BACKSHEETS NECESSARY AT THIS TIME TO ACCESS HARDWARE FOR , UNISTRUT ATTACHMENT - 3.ATTACH UNISTRUT TO AD PANEL THROUGH HOLES DRILLED IN STEP 1 AS SHOWN IN UNISTRUT ATTACHMENT SIDE VIEW - _ -BEAM CLAMP 4.REPLACE BACKSHEETS REMOVED IN STEP 2 - 5.PLACE SPRING NUTS INTO UNISTRUT IN APPROXIMATE LOCATION OF VERTICAL BEAMS - 1-5/8"UNISTRUT 7.LIFT AD PANEL INTO POSITION - 8.ATTACH 1-BEAM CLAMPS MATH 12"HARDWARE AS SHOWN IN TOP AND REAR ISOMETRIC VIEW AD PANEL ATTACHMENT 9.MAKE SURE THE 12-13 BOLTS ARE AS CLOSE TO THE I-BEAM FLANGES AS POSSIBLE 10.WHEN AD PANEL IS ADJUSTED TO FINAL DESIRED POSITION,TIGHTEN BOLTS FIRMLY SPRING NUT "'CRITICAL"' noEc,s PEREGLSt,;n00@OWBRIGNTwPR - MAKE SURE SPRING NUT IS TURNED TO VERTICAL _ m +Tm norm sinc«Enro Pugi MowmMc iMsmucnoMs nR POSITION INSIDE UNISTRUTCHANNEL ]B FEB t3 nOOEDSTRUCTURPI NOTES MBC + 9FEB+3 CMNGmRO(JQR CTPAIPSiOP TO FBEIw CLM+PSTOP NOO 12'FLAT WASHER - REv W E: BY: 12"LOCK WASHER - - 1/2-13X 3.000 BOLT - 'c v'iRo cR�°vR�"BaP°QwE��B.MB "TF" E TM{(t3-}•C3 + DwFcrY�++® Fmic.asigMr P Ecr: OUTDOOR SCOREBOARDS R EXPLODED REAR ISOMETRIC VIEW - nT+E: AD PANEL I-BEAM CLAMP MOUNTING AD PANEL ATTACHMENT nnTE: 22-DEC-15 DM DMTB: INCHES MILLIMETERS sMEe REv SCALE 1/8 - E. 1/10 DO NOT SCALE DRAWING 1 OF 1 R DEBIGN. MCARSRU I ,DBND FUNC.TYPE-sue 1052539 ww. MCARSRU P7847 E-07-B PM�-DN6010S1'AB V..W..04.1 D...".-N 6 AD PANEL FBEAII CI PMOUNnNO - IMFOyF1'F BeW-R�FOB Abn O WM ev-PI l Mdrbd-=M IV7 NOISIMO 99 1 9V 6Z AV9 6101 370-VI NMal 40 VERTICAL BEAM-FLANGE THICKNESS MUST BE 1/4"-3/4" 1/2-13 X 3.000 BOLT-BOLT THREAD MUST ENGAGE ENTIRE DEPTH OF SPRING NUT.BOLT MUST BE TIGHTENED TO 40FT-LB TORQUE 1/2"LOCK WASHER 1/2"FLAT WASHER -BEAM CLAMP-ASSURE CLAMP IS TIGHTLY ENGAGED TO I-BEAM AND NUT SPRING NUT d Li SHEAR-Y SCOREBOARD SH�Rk, b SPRING NUT***CRITICAL*** FRONT OF SCOREBOARD - 0 R MAKE SURE SPRING NUT 5�0 IS TURNED TO VERTICAL TOP VIEW POSITION INSIDE SCOREBOARD CHANNEL ***CRITICAL*** DO NOT USE ANY LUBRICANT ON ANY MOUNTING HARDWARE I-BEAM CLAMP OR WARRANTY WILL BE VOIDED 1/2"FLAT WASHER 1/2"LOCK WASHER 0s 22DEC15 PER EC-22871;ADDED LUBRICANT NOTE PJS 18704 112-13 X 3.000 BOLT 04 .06 JAN 14 ADDED ALLOWABLE TENSION AND SHEAR CAPACITY DETAILS JAVA EXPLODED REAR ISOMETRIC VIEW PER E612382;CHANGED BOLT TORQUE 03 23 OCT 13 - FROM 30 FT-LB TO 40 FT-LB NJM STANDARD MOUNTING METHOD 02 e7 MAR,2 ADDED STANDARD MOUNTING METHODS NOTES KDD MOUNTING INSTRUCTIONS: 01 21 FEB 12 CHANGED ROCKER TOI-BEAM KDD 1. PLACE SPRING NUTS INTO SCOREBOARD CHANNEL IN APPROXIMATE LOCATION OF REV DATE: BY: VERTICAL BEAMS STRUCTURAL NOTES 2. LIFT SCOREBOARD INTO POSITION THE CONCEPTS EXPRESSED AND DETAILS SHOWN ON THIS DRAWING THIRD ANGLE PRWEGTION - 3. MAKE SURE THE 1/2-13 BOLTS ARE AS ARE CONFIDENTIAL AND THE EXPRESS X RESS WRITTEN REPRODUCE BY CLOSE TO THE I-BEAM FLANGES AS POSSIBLE ALLOWABLE CAPACITY PER EACH CLAMP: ANr NEANS NATHour THE WHOLLY SWRmENcoIJS NTOF RIES. SHEAR=160 LBS OgKTRONICB DAKTRONICS,INC.OR ITS WHOLLY OWNED SUBSIDIARIES. 4. WHEN SCOREBOARD IS ADJUSTED TO COPYRIGHT ZD1soAKrRONIcs,wacusAl FINAL DESIRED POSITION,TIGHTEN TENSION=2300 LBS PROJECT: OUTDOOR SCOREBOARD BOLTS FIRMLY TITLE: P1647•I-BEAM CLAMP MOUNTING 5.1F FLANGE THICKNESS IS MORE THAN 3/4" SHEAR AND TENSION LOAD DATE: 22-DEC-15 DIM UNITS: INCHES fMILLIMETERSI SHEET REV THICK LONGER BOLTS WILL BE REQUIRED DIRECTION ARE AS INDICATED ON SCALE: 1/8 DO NOT SCALE DRAWING 10 F 1 05 AT THE CUSTOMER'S EXPENSE. REAR ISOMETRIC VIEW MCARSRU DESIGN: JOB NO. FUNC-TYPE-SIZE 1052565 DRAWN: MCARSRU P1647 A Pert#-DVVG-01052565 Version-05.1 Description-N A P1647;I-BEAM CLAMP MOUNTING Ufecycle State-Full Production Last Modified By-pschroe Last Modified-2015-12-22 t r' NOISIAI 4s �l NY 6Z AU 61Ol 316VISNSb8 J0 NMQl k2 PIXELS HIGH(AAA) PIXELS WIDE(BBB) PIXEL SPACING(CC) CLIP ANGLE DETAILS ¢9/16" [14] 3/9' [101 120 200 15.S6mm HSS MEMBER SHOWAFOR �96 160 19.81mm CONCEPTUAL PURPOSSEE INSTALL NOT11 15/16' [24] SEE INSTALL NOTE#3 SEE INSTALL NOTE#4 (127]SEE INSTALL NOTE#7POWER ENTRANC SEE DETAIL B—0' [0] SEE INSTALL NOTE#10 3/8' 1^ 3-12"+ �'[7TYP 3re" 1' [891 P61 V 7/16" 13151 O 2-3re^ 1 SEE INSTALL NOTE#7 FRONT VIEW SIDE VIEW —a' [/16" SEE INSTALL NOTE#9 SCALE 115 SCALE 115 O 11-s/1s" l268] � 5-1v16^ [1aa] CLIP ANGLEWELDMENTDETAIL 8-5/16^ [2371 SCALE 1/12 SEE INSTALL NOTE#8 # DETAIL DESCRIPTION 6.7/16' [i641 1 DISPLAY DVXMC-A.BB-CC(SEE CHART ON TOP LEFT) 5-11/16" 11441 —4- 11021 ALTERNATE CLI 2 LED COLOR RGB ANGLE ATTACHMENT RIGHT SIDE .SEE DETAIL 3 ACTIVE AREA 6'b71W 1190AXm'a13n6" P1701 O 2-3/8- [611 SEE DETAIL B OF 4 OVERALL SIZE a 8.7/B'12054I X 1D 7.13H6'(32461 AND ALTERNATE CLIP 5 CABINET ALUMINUM&STEEL —0" (0)- REAR ISOMETRIC VIEW REAR VIEW ANGLE ATTACHMENT 6 VENTILATION FRONT DETAIL B OF CLIP ANGLE DETAILS SEE DETAIL B E of w — o SCALE 1/10 USED WHEN NOTHING 7 ACCESS SERVICE FROM FRONT OF DISPLAY m e w H: .DETAIL A:' a wElclrc 517 LES 1235 KGI(APPROX) tL MOUNTED ABOVE OR o SCALE 1/10 - BELOW DISPLAY 9 SHIPPING SHIPPED AS A SINGLE UNIT 10 DIMENSIONS FEETANDINCHESIMILLIMETERSI y REARISOMETRICVIEW 11 PANTED SEMI-GLOSS BLACK BACK UNPAINTED SCALE 1/8 STRUCTURAL RATING - — 1 DESIGN WIND PRESSURE'P'(CASEA) P< lW PSF(ASO) < N n 2 STANDARD/CODE IBC 2W9/ASCE7.05,IBC 2012/ASCE7-10 y 3 ALL CUP ANGLES MUST BE USED TO MOUNT DISPLAY ro POWER RATING PER SINGLE FACE:FOR SONG ELECSERVICE MAX REOV SHOWN- .`t 12024oVAC 1PH 60Hz 24WAC 1PH SOHx (2 WIRES+GND) MAX (3 WIRES+GND) INTERNATIONAL io a TECHNOLOGY COLOR DOMESTIC SPECIAL ORDER I\ 5' UNE 1 - UNE 2 LINE 1 '�. 6-1/8^ 11561 I I I I I' I I I I [1271 WATT AMPS AMPS (AMPS) +� F - y* DV%MC ROB 2585 10.63 10.72 io.7T - T T VENTILATION NOTES ' .fy } T _ DISPLAY RELIES ON VENTILATION TO FUNCTION PROPERLY.INTAKES,- . TOP VIEW 1 LOCATED AIR ATE FRONT OF THE DISPLAY,MUST BE ABLE TO A TEMPERATURE NO GREATER THAN I&F.DRAW IN VENTILATION AREAS RUN FULL LENGTH OF DISPLAY AT INDICATED AREAS. 2 IN ORDER TO ENSURE AMBIENT TEMPERATURE AIRFLOW IS MAINTAINED, i NO PORTION OF THE VENTILATION OPENINGS ALONG THE FRONT ^ OF THE DISPLAY MAY BE COVERED OR OBSTRUCTED IN ANY WAY. INSTALL NOTES SEE INSTALL NOTES#1,92 WHEN LIFTING,ALL EYEBOLTS MUST BE USED. 1 IN ORDER TO PRESERVE THE STRUCTURAL INTEGRITY OF THE DISPLAY CABINET,THE 9d ANGLE BETWEEN THE CABINET AND THE LIFTEYE MUST �. - BE MAINTAINED-USING A SPREADER BEAM IS SUGGESTED. jN 41 HAUST AREA II{�9-1/8' 12'LIFTEYES TO ASSIST WITH DISPLAY INSTALLATION.LIFTEYES MAY NOT ^I DO NOT COVER .. I 12321, Z BE USED FOR PERMANENT INSTALLATION.LIFTEYES MUST BE REMOVED. SEE VENT NOTE#2 y 3 POWER TERMINATION OCCURS EITHER EXTERNALLY INSIDE AJUNCTION BOX OR INTERNALLY WITHIN THE POWER TERMINATION PANEL CLIP ANGLE FOR MOUNTING.CLIP ANGLES CAN BE ADJUSTED VERTICALLY 4 1-3H6"AS NEEDED DURING INSTALLATION.CUP ANGLE CAN BE WELDED OR BOLTED TO STRINGER.ALL CUP ANGLE LOCATIONS MUST BE USED. 5 DAKTRONICS IS NOT RESPONSIBLE FOR THE MOUNTING HARDWARE OR THE INTEGRITY OF THE MOUNTING STRUCTURE. g DAKTRONICS IS NOT RESPONSIBLE FOR THE MAIN ELECTRICAL DISCONNECT.SEE POWER RATINGS ABOVE. 6'8-7re' [2054] 6'2-Ire" [7902] 7 GROUNDING LUG FOR GROUND CONNECTION. OVERALL HEIGHT ACTIVE AREA HEIGHT .- g SIGNAL coNNEcnoNs OCCUR INTERNAL To Dlsvuv. TWO 1 CONDUIT KNOCKOUTS FOR OPTIONAL SIGNAL ENTRANCE F�4" (1021 REv Dere: - er. CLEARANCE FOR ' CONNR ANDECTIONS SIGNAL ,� CONNECTIONS ^'rea' AOENar.'"u; M:`oo wrn°e"wn'o'wc°"+e TM 10'4-13/16' ]3170] w�n+a: .A?i LIGHT SENSOR INTAKE AREA _ aaecMC � 1 ACTIVE AREA WIDTH DO NOT COVER.SEE VENT NOTE#2 RIGHT VIEW (DO NOT.BLOCK)- r ECT: SHOP DWG DVXMC,6'9"X70'8'6X8 MODS�� 10'7-13/16' [3246] - ogre: 10-FEB-17 tlN s: INCHES MILLIMETERS sHee* Rev OVERALL WIDTH - _ - sCAIE: 1/40 DO NOT SCALE DRAWING 1 OF 1 00 FRONT VIEW 7 3568585 IR'BEHRE"N P—,.7 T-".7e PM�-ONRiO]686505 Va�bn-003 LUwalplb0-N B.SHOP DWG,DVXMC,R VXI0 S 0M MODE) LftwYehb-FVP&NOW LM YomY!-2M7N-10 NOISIAIC 9S =L Wl 6Z A ss � 319VJSNIVG AO NMOI 'tea w. ,f•+�rn � ;. r��r*. .g��v�w'�g.�t"4..ti,x�mw �„� AIA cY� }gf wry -tt7t\"fib h.? - =Ar h F ENGINEERING '"� ASSOCIATES;;ZINC Edward L Pesce,-P E LEED°AP f 451 RAYMOND RD' I f' PL:YMOUTH, .M,A 02360 epesce@comcast.net Phone:508-743-9206 cell:508-333-7630 GENERAL NOTES: .. 1. Ad dealyl.kbrkattar�Fetmatl.n mla card-U. tlrm canh.m to ne Mo.Mq epetlikatbna uNam. -I,M odY noted ontobs S V -lne Yoenmuwetb stets emaFq caao.en Ea0p1 30'-0• REAR BRACING NOTE: '�Y m, •Ameccen Conaeb b.Bbb Borahy Code THE REAR BRACING DESIGN ASSUMES THAT THE RpuFwnahb b Rr,ii—I Canvwb(]te-ta} HSS 4 X 4 X 1 4 FRONT FLANGE OF THE 1=BEAMS ARE LATERALLY W •Amslamr F.tlbe•er sew.e«.eluen«,Fe W16 X 36 SEE DETAIL C Yanad m seer Canetriralan(13n Eatbn). SEE DETAIL B REAR BRACE BRACED BY THE AT OF THE DISPLAYS. IF Z ' .Amslrmr Wdhq soalety ASP%AYs In.1 I-BEAM - 1 LATERAL RESTRAINT IS NOT PROVIDED BY THIS zy strvclub YAYaFg.code-sees / ATTACHMENT, A SECOND BRACE SHALL BE SIMILARLY O W c.y 7. AP ew c«aone,b ldwl 1a m mt•d wo.,. WELDED TO THE FRONT FLANGE OF THE I-BEAM 14 LT7 `o -Au nose eapatKo am tan ehm h• 1 �r// W16 X 36 COLUMNS. a, u 3 A51Y.A36.w aoW. zW .seer 1-eemn tlrm W AsIY ABe2,{Tea 50. WI6 X 57 15'-O• 7'-0• 7'-0• I-BEAM o 3 AM A372.trade W.a•wa. I-BEAM •AlI PF•prMl m an'm. ' ePa or ASTY W16 X 36 Q z X>e I� T SECTION A-A 'm •AP•hacaaa tubhq.nm 1.Asn ASOq I-BEAM B. U W trade a a@al. - -Atl hales mmcflanv aed M moa.In Asn a A325 Bab and wh-4 let W ae pr MOTEL 3�. A15G spoaxoelw THE END OF THE HSS4X4 REAR BRACE SHALL BE ebl -"-,eased-°race°rlm a y Pnt«taa NOTCHED AS SHOWN FOR THE LEFT HAND W16%57 hom w•otMnq b,Ii canoe aYrO,, 36'-0' COLUMN. OPENINGS AROUND THE NOTCH SHALL BE uw s. wo ntla d p he moa by o.ra«oenl6ed F ne wanes.portlan. 25'-O•SCORE 10'-8'VIDEO FILLED WITH PLATES AND SEALED AGAINST WATER Ao.sae am I»moa wln nma a cos.. - INFILTRATION. THE FRONT OF THE FOUR COLUMNS - `r ewe. LOGO PANEL SHALL BE FLUSH FOR DISPLAY ATTACHMENT. -M wars tl1m mad°F o asses«.tlwt wR _ peon-na appla be nml or wtldhp sods fAe wtldhq%,t)"d ral-ad pug Gast).sae a mw e«�le lwy -. DECO ARCH TRUSS a Per A rew1ernwrt4 _ _ L•0+ a. Ad amuete d,m hew a minhnwn cpnprwdw O Im -aV-.th of 2e days or=10 pa- I Me 1O ' _ S -sm y a F.bu•a«the ewcbn art. Hss U4 1 a HSS 4%4 X 1 4 b eumg time or 3 cote.Prandea ne _ REAR BRACE 0 0 9 aaaa..naa Case y meFtanmrc•a F acwdanoe wllh AO]B-la. W vyFy pp PAMl 1 AP P4EL III 'b PN� \I � q. ' 1 No•lW Mfwpwnan h rePrM F Me« - �I` L e�1t a rope .nsa ae a.rgon mu,nn vim � o e. Tn..pacpa.nm 1Nwn a..gn.e b.m.ato,e o = III III I I III _ wry)a .Ina pima.+the w III III II III NOTCH H554X4 s O pi rmam d-W y n o° I me Pet accorsho = o III SCOREBOARD III II VIDEO III HSS 4 X 4 X 1 4 W16%57 BY 1 2• TO IT to ASCE Y-Im TRW Cot a,Ewaew C) I -mh ativl h nm.aY ro. .In a who• a. III DISPLAY III II DISPLAY III REAR BRACE 1 I-BEAM 70 REAR FLANGE 'W` c� raeulnmenb b eases m"' "°red III III II 30'-0•LONG - -5tlnnk seals wm mrebwwe w par ISM 7-10 KW ^ q z ®x a.amFq Sde�0.16.1�LQ mM 9b Clan D. O> - III III I I .III k3J z� 7. The raadiig has been ad aveumhq W n.rela.ulg awfage.w ditwr.: �. Ilq PNn II Ap PNn IIL w PAegI g'_6• DETAIL B a o .. Allowople Lateral eemn9 Pneeme or 130 psi/R ----- -- p P -- ------- - --- ABOVE GRADE ]/a•-1•-a' - i - d (lnh wa•b u..a far ass«d muter Iootlrg4) �' m m..m abweae h mu VW by bo f«Negras N I. - I I 1 G 2 c- -1.onm., nc insty_d.eMoeP.rtw gw wey ao c I -If•an m 116 our 11«Cho«earAnw on I i5'-0' 1 T-0• I T-0' I - o ff ealeared(FwaFq soft ema unetaHe a - whq• - tk��orgonle moterblq a - W16 X wrwtmoti'ootartw1 m.l ) yoe>m11-.atwn W16 X 57 I fL TO Q. I Q TO fk 1 fL TO FL I I BEAMS3(31 vl P mm.aattly am e«e«t eam.raeCO"«e.o nee n. I-BEAM I I I I $x fwmaeon e.,lg,ca,a r.-arNwtea. .RIM.pvcW h b w samba a-.r aol eeuen eelmnqe«ert.aen yra a+alhr atro.weeura Carnaata ne - _=I I III III—_�I I I I III I III I 1I 1 I I�- SSro H55 4 X 4 X 1 aeh• Fer H 4 GROUND REAR BRACE b ab Zy Pal-w ImpoMj— gs, N Y"'•.wcpa.h lembd°""'°.bw or by II f III=11 _I III III 111 o/a Hope F ewes-ai 3.1.ne helms eMp tea wm.wtw ra re-.wwaean. I III I'— RI III III I I( . .. _ aanaoelv..nm not w pease F>near o —I( III •fO w rw auaut comeraeane.oppraw. �i I III Tn 111 III 111 _ � a M m,awb Nm M Placed F dtr.ct motes wtM a.wnm«n. >nwe sal°°m porARlw b - III III III + W166 X 36 aaaY" aaa.a h or Qama e,.ranee-.1e1at - a III III III - III I-BEAM w.ne.r mPro.m son,ca.na,.ean4 e. cam.era,e Y F np p vue rQ ne-fee ro ly III w w W CONCRETE FOOTING U \ o e ae wan tlb dam �. atar.lh•F.rm•r.rim III °take b maevm eo moa.rn not she W 6 X 20 X 8 6 S. c em t«aiotA.ranaau«one m..xe«m ens - SIMILAR 3 PLACES CONCRETE - m ah«an h pwmm�M u..FFgg nose F mnrolllo.aw - - •• .fn o gib, 1gfr iesqua W FOOTING I I s Q. v•tlw0nq ens praposa cams«v ae nor - - - 6'-0• 6'-%6'X 10' 20'-0• DETAIL C o t atmm F 01.dedg,drawFg tla InataOe. ]/a•-1'-0- raiel use.wan and notpy Cmbntan•Fem.dbWr. - G N -Comartw w11 not 0•p•rNmh -rb Fwp«Lbn.a wdflceem ar mrAelm4 R h ELEVATION VIEW . na.e>pmehnb or eno F.tale.,Bra ea,epae `o awn and b-Pnperty owns to IMNIy n• 1O I my Vats cananc0bana ana to cant bt,en�ap.ih - N N •0 anwneO.ItY to bmt:arW m4mlh al uM ,9 m. Ca a f0 10. M aedelbn Nan nma -rnrWimm w11r1 en.gw,a noe...lr�;i.'net-apProW pool - bG eanw.ems wN.ere.ma.nb.aryl ro a.ola. - _ \ U M 0 3Y U . 6'-0* V-0• 20'-0• It o YL TAMES E.WRIGHT,JR. Wi6 x 3s James 'Diytalyslg—d by - CONCRETE I-BEAMS(3) :James Wright Jr. FOOTING Date:2019.04 30 CORNERSTONE ENGINEERING,INC.IS Wright �w '.0q•00' T COLUMNS - RESPONSIBLE FOR COLUMN AND FOOTING �FSL ; DESIGN ONLY. SCOREBOARD COMPONENTS wRCML JR. m CONCRETE AND ATTACHMENT ARE THE RESPONSIBILITY N4d1140 FOOTING OF THE SIGN:MANUFACTURER. 94,ae,np��R W16 X 57 3'-O• 15'-0° 7'-0° - 7'-0• 3'-0• - I-BEAM q TO fL q TO It FOUNDATION PLAN VIEW MA P.E.#41140 I EX.LIGHT FIXTURE (TYP OF 8) x 1 11� EX.FLAG POLE l _SH OF 414S� 1�` � - I <� EDWARD L. ' ) PESCE 1' CIVIL NEW SCOREBOARD LOCATION NO 32001 ,�r 1 i Q Z1 �iON, PROPOSED UNDERGROUND CONDUIT ' `` 21 i PROPOSED SCOREBOARD © EXISTING SCOREBOARD 1 ; 0 LOCATION PLAN FOR THE Ex Foul BALL POLE THE JUDY WALDEN SCARAFILE FIELD PROPOSED EDGE OF �_ AT GRAVEL WARNING TRACK �{' O O O MCKEON PARK po IN / N HYANNIS, MASSACHUSETTS _ //� �'',,- •� - (BARNSTABLECOUNTY) PREPARED BY GRAPHIC SCALE1`T�rnrr, xrnc AS'S =nirs 1N c 90 o - zo. 90 so tco - :`Ed�vdrd.•'L PQ$Ce; £ 45.1^RAYMON0 tR:0 'PLYMOUTH, MA'02360 _ePesee@—cast.net t Phone-:508.793,m.9206 ( @1 FEET ) - Se11:509-333 763Q. . ;FAX:5O8-i93-02'll 1 inch = 40 Yt DATE:MARCH 19,2019 JCE#4067 OQ(ERAL NOTES ' 1. NI deolp.,rab,k.0 n.Inatmatbn orr opo•w.m1 mm apnror.l to eh•rrto.l.q Poerlecoll n n uole 30'-0� o,oa6mor now otho,Moo on tho dr..Ina . V . Tne uom.do ttt state emaleq Colo qth Eeluo. IIL WI6 X 36 HSS 4 X 4 X 1 4 '7 •Am«kan ca.oeN lowmte e.oes. cove f SEE DETAIL C - R•Rutan.rto r«R•Nrarc.e cw,o.°t•(ate-ta). SEE DETAIL 8 REAR BRACE 8 Aw•rkmr N.ttb,.or star ror.Nwean,Ne SL-6X 1-BEAM - SHEET 2 I _ - O Ymua of star Cm Ww uoo(Q.EZ4,). / Aw•rkan 1=9 wary AHs/AWS D1.1 Q =o swomra wealnq coa.-sea 1 l z Ad r.r.pwporwr.t.rwl w Po now wow, _�J i/ W16 X 36 .opn oot.d otlr«.Lc 15'-0* 1I 7'-0� 7'-0" I-BEAM .al rmm aop.a pem aoa han ohm M I-BEAM �.- I I I W Asn AJ6.«•a.a. _ •sw.I-twmn enm M wsn Aes7,woes 30. WI6 X 36 Asn A57z wade sD,«wear - DISPLAYS NOT SHOWN FOR CLARITY 1-BEAM al lPo wdl meet Na h.rrrrlN of Asn - •Ash Type s«E.ta.ee` -W. � SECTION A-A O z m .ut.u.ctrpa tw.p ohm a Asn A= - wool. A A�Wh me Na W hraNAom qU Asn - [;�� 3 v asC so«t6.otw,. pe pvpaN a tr d-to m!%a mearadm. r ItrotoclW x 36'-0' >. ti tI amwoo""ava�tl oa by .re.c.ua.e 25'-0'SCORE 10'-8'VIDEO •Ao wad..hma wado.IN E7010t al•cbod•, - Q°6ar' LOGO PANEL DECO ARCH TRUSS TRUUSSS DETAIL. JCL AMP •Ao era.em a owe.n o Nm.m W. N•grplee hoot or.aka,q.hoe the ei1e4 prOOO�" DECO ARCH TRUSS •Ao ploy%It).rd,awl a mud.n 0"y p«A olpuFsnerla L 0 ♦. t caocat•rim ho.a 00 mL canprmdw O eb..gN at ze ees.ar 006o Pot I II I o m •smog.may a tnepo.a on tl...wetun artr '� I 1 I 'D AD PANEL _ whi.mn a.trq trn•m J des.,p.a.lem the (� erq pow.nPo wwt WWap.ly owu.t.ranaad AD PANEL ROCKER CLAMP a aa«danPo.lN ACI E16-1 a. 1J • µ �. •� Ao pau III Ao p N SEE DETAIL.9i 2 e I I 6. Tn..a.cm•nPo tr.w.ae.l�wa eo.1Nro.e a I I . III I I III �' SCOREBOARD rn S o of 1so nwh(a-•me yr) .Ir.d 4ab.iN o I row.awRyr f 70A per o,o ,J q = o III III- II III i o PANEL I 'e eooAsa y-1aeae o,Dao.o.C) I SCOREBOARD VIDEO HSS 4 X 4 X 1 4 I SCORE DEO ROCKER CLAMP •Tot,eeror a nm au kr arm..IN lone III DISPLAY III II - DISPLAY III REAR BRACE 1) SEE DETAIL. SH 2 v N rwuFewante F amee•of Noes Ilr sr..ta augr.Po cmra..a Po a< -10 III II III 30'-0'LONG CX F ®_ a.erm6.q Sde�a16,I_UL pea Sib Ow D. "" I W AD PANEL ROCKER CLAMP z v I 7• nw roaoe.ttm nee - Atlwoe.awtol..uL..t«a trepNerq vra=eeur.:of.1smoo qvoVm o -- I - o aa SEE DETAIL SH 2 g wg w T.0.5. 9'-6' -- -_- p -- ---f- III - -u 0 W�� a(oe ABOVE GRADE o � m..m mo.au•h muttbp.d by bo r«I.owt.d N I I 1 I - r AD PANEL Q y footnq Po w lee ttwe.ia. I 1 I HSS 4.X 4 X 1 4 O u p 1sD yr n.arr•rvprrm to w14 mtr-11 dgs.r I 1 1 1 REAR BRACE(1) G •o.4 e(r ae..l,rarer me.r«.lode I L If.m gw,®tlo...tn.r 0,.Nw om.n.n o, I I i I - 30'-0'LONG te.ad(Irw.aag sort.ma pnotmlo« 15'-0' T-0� T-0' 0 00 cm�a{.olnq'. eootbltlo ,o,rgPo.nic matenra TO TO T W16 X 36 W16 I-BEAM d m iw me u�mtlea r^�.atton W16 x s7 i I rE i �. i I-BEAMS(3) - - v] $ IM x .om•rotrr ane o>,.t«t cemw.mCO'OOn.m Nat N• I-BEAM I ra.oaatwr.awy ao.a,.-..waets _ I 1 I I Q Ir tM ewatw•le to tw l.tgt•d lo N•pro.lwey - m a hulld4q«arry oN«.wawa Corn•nitor.• - _ _ _ GROUND m - — — -- GROUND m rem eo aw.teaw ryter la o..lwo, •woote 1 — my wmur hnppat on N•.dpnrrt r..tlnga =1 I III III—I I1 III III In la III I I _ .. 11= of a rape h.caw of k1,Ne Netm«.trap +t«t conw.ton.r« tlan n. ,. woeattw.r,m net he plamd a..-...loo«ne«a o -1 I .IIII _ -III `° HI rape.INwt Cam«etaroe oppr "I a doaw b elect oast-t.lN I I III m III III III Z. :mm0on',V tide m'w N°�foo,&u.Vkh000t III ICI III III �o w -1 I I '` 111- •rtt_.pp...m n.n.com..tona a III I I III . III a co..e.atgr.o Io a oo.o�.�meae r«N.wkty iD IL _ tL tlr CONCRETE FOOTING L'a er N..gn re.aun.o attv..T1w n.em« I III 6 X 20 X 8 6 10 0 ohe a uw o•mpwap..lp i e to war loe N ot Ne 6'- C .BI I 6_O COCRETE . ndot " of th..o0 FOOTING n FOOTING ea oppwaae OSHA 0` 6'X 6'X 10 20'-0' VMbq amNbl I ItWo,w..t &tollmgVo m° oTi t itlrow Ne brelm«m cages wo.r ad n.tlfy can•ntona Ymm•dbtrY• O N c.n...w..n oat w vwfwlnoa�t ; tit It - ELEVATION VIEW SECTION B-B hyeetbn.«ty of ti o .r Ne wvao.cnb m n»tn.tan«. an�rt�pndlaHmeo. tew � `o e 'CII and to c.ntIt C a�laq.IN N R Ytn.panrppity to bwW o,W mart al vMrg .d e - g a XM° t d. 0 M t•.ar1...ean•.m low«N...tr.eery to a.a4 � , 6,_0' 9._0. 20'-0, a` 1 o IN JAMES E.WRIGHT,JR. W16 X 36 ' amen ,Digltalty signed by RETE lames Wright,)r. I—BEAMS(3) - NOTICE: rlgh },, te:2ot-09.402 �jE±rFOOTING - ---—�- - fL COLUMNS CORNERSTONE ENGINEERING,.INC.IS 7 RESPONSIBLE FOR THE DESIGN OF STUCTURAL LIMESE COMPONENTS SHOWN ONLY. DISPLAY CABINETS. WRIGRT.IR. . CONCRETE ARE THE RESPONSIBILITY OF THEIR MANUFACTURER. I�t - FOOTING RaauaO W16 X 57 3'-0' T-0' T-0' - 3'-0' a �r� I-BEAM ff TO fl TO TO q - FOUNDATION PLAN VIEW MA P.E.#41140 DECORATIVE (A TRUSSc "a SPRING NUT Wz 7CLAMP EX 186 picp eY ATTA HMENT NO H W PING CH EACH DISPLAY CABINET SECTION AND THE TOP � W f O TRUSS TRUSS SHALL BE ATTACHED AT THE TOP AND SCREWS BOTTOM OF EACH SECTION TO EACH 1-BEAM LTa a UNISTRUT CROSSED USING ROCKER CLAMPS AS SHOWN. _ ATTACH TO CLAMPING ADJACENT DISPLAY SECTIONS SHALL BE ATTACHED „ CHANNEL - TO EACH OTHER FOR STABIUTY. o z uw 1/2.0 X 3-BOLT 1 PER ROCKER CLAMP FLUSH TO SIDE OF ROCKER CLAMP - COLUMN FLANGE 2 PER CONNECTION W16[-BEAM COLUMN FLANGE P TO REAR OF DISPLAY (TYPICAL TRUSS ATTACHMENT DETAIL TO EA COL) - m TYPICAL TRUSS ROCKER MTG CLAMP DETAIL rn m N.T.S. _ =L REAR BRACING NOTES U O O THE REAR BRACING DESIGN ASSUMES THAT THE a a FRONT FLANGE OF THE 1-BEAMS ARE LATERALLY W16 I-BEAM BRACED BY THE ATTACHMENT OF THE DISPLAYS. IF ` LATERAL RESTRAINT IS NOT PROVIDED BY THIS h s ATTACHMENT,A SECOND BRACE SHALL BE SIMILARLY - m WELDED TO THE FRONT FLANGE OF THE[-BEAM COLUMNS. CAP THE OPEN ENDS OF THE TUBE TO v_ N RESIST WATER INFILTRATION. - z _ o L t W , qg y c a G NUT - s E a m 0 HSS 4%4 TO WIG FLC HSS 4%4%Y 4 �^ U) REAR SEE NOTES W`.. o r% O 1L LAMP NECTION CLAMP COLUMN FLANGE1/2jk2 TO REAR OF DISPLAY - W16 X 57 1 PER ROCKER CLAMP - I-BEAM FLUSH TO SIDE OF - - - - COLUMN FLANGE . - - (TYPICAL SCORE AND VIDEO DISPLAY CABINET ATTACHMENT.DETAIL) 1 PLACE., � SCOREMDEO ROCKER MTG CLAMP DETAIL /DETAIL B N.T.S. N N N m O N W16 I-BEAM o` o u1 AD DISPLAY ' 0 PANEL i0 TO SHIM PI HSS 4%A 1 4 _. N 0 SPRING NUT REAR BRACE - 0 g is SEE NOTE f N UNISTRUT TTOOIW16 J 6 a o ATTACH TO AD PANEL - 6'X 6'X 1 2' a t m ` REAR SHIM PLATE W16 X 36 CENTER ON CONN JAMES E.WRIGHT,JR. 1-BEAM James Digitally signed ROCKER CLAMP _ SIMILAR 3 PLACES iiJames Wright,Jr. 1/2J3"BOLT 2 PER CONNECTION UMN FLANGE DETAIL C Wflg s �j4-04_ 1 PER ROCKER CLAMP CLAMP TO EAR LOF DISPLAY �1M76E ^- FLUSH TO SIDE OF COLUMN FLANGE ' Naauao (TYPICAL AD PANEL ATTACHMENT DETAIL) AD PANEL ROCKER MTG CLAMP DETAIL - N.T.S. MA P.E.11141140 f 'm Town of Barnstable }; Building Department Services Brian Florence, CBO BARON LE 9iR.YSOIE•CQIiER'/ItL•CONR•XYP;IYIS .:SO.Yi pilS•OST:Ru11'_•KS W LXil:O� Building Commissioner IM-Z°" 9BARNSTABLE, 200 Main Street, Hyannis, MA.02601 1639.s A www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 13, 2018 Mr. Brad Pfeifer, President ✓f//�� Hyannis Athletic Association g�Z c/o M. Edward L. Pesce, P.E. Pesce Engineering &Assoc. Inc. 451 Raymond Road Plymouth, MA 02360 RE: Site Plan Review#058-18 Hyannis Athletic Association—Phase 1 McKeon Park 116 High School Road and-365 O1d.Colony Road; Hyannis Map 326, Parcel 001 & 003 Proposal: Rehabilitation of the existing Judy-Walden Scarafile baseball field at McKeon Park, which is located behind the St. John Paul High School. The project scope involves the removal and replacement of the existing playing surface,turf, irrigation'system, and old dugouts. Also included is the installation of a new subsurface piping system and placement of new fill material to improve field drainage. Dear Mr. Pesce: The above proposal was found to be approvable by the Site Plan Review Committee at the informal site plan review meeting with staff on August 7, 2018 subject to the following: • Approval is based upon and must be in substantial compliance with plan entitled"Proposed Baseball Field Rehabilitation for the Judy Walden Scarafile Field,at McKeon Park" 3 Sheets, dated April 24, 2018 with final revision per DPW comments June 13, 2018,,prepared by Pesce Engineering &Associates,Inc.. Plymouth, MA. • Must comply with Barnstable Conservation Commission Order of Conditions issued June 6, 2018. Each phase of the project will require a filing and approval of the Conservation Commission. • Alterations to the facility trigger AAB parking upgrades. Provision of the required number of HC spaces and clear path of egress meeting AAB requirements will need to be demonstrated at the building permit stage for this phase (Phase 1). • Any proposal that impacts exterior architectural features visible from public rights-of-way requires the approval of the Hyannis Main Street Waterfront Historic District Commission. • Consultation with DPW regarding design of water and sewer connections will be required. Aj • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning . Section 240-105(G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, e i �c� Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Hyannis FD Conservation Commission DPW t! L ;aA4A7-+9 3-7- 6 d F s ® G t Engineering Dept.(3rd floor) Map 5 a G Parcel 00/, O0/` Permit# 3 6 Sd 01 r' House# Date Issued Board of Health(3rd floor)($:15 -9:30/1:00—4y30) Fee A= Conservation Office(4th floor)(8:30-9:30/1:00-.2:00) SC �yli p Planning Dept.(1st floor/School Admin. Bldg.) BIKE � Rol Definitiv lan Approved by Pl ing Board 19 I BARNSTABLE. Building Permit Application r 'e Street Address c. P c f P O Village Owner_)C1�'�r� C E n( Gt('n Address _�d �Q S.� Telephone Permit Request - nc N;- cbz,s First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered Q Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: .❑Gas ❑Oil Q Electric ❑Other Central Air ❑Yes Q No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) r ;.• ice_ =__ The Commonwealth of Massachusetts DeDepartment o P .j Industrial Accidents Orrice of/nsesgo'I ions 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: location: city nhone# ❑ I am a homeowner performing all work myself ❑ lam a sole r rietor and have no one workin in any ca acity ❑ lam an employer provlding workers' compensation for my employees working on this job. companv name:. address. _ city:; nhone# insurance co. olicv# I am a�soleoprie r, general contractor�/rho!eowner(circle one)and have hireTthe ntractors listed below�Wh//o///""�' have the following workers' compensation polices: company name address. ph one inspienceco.;: 7b,vAki oLcy# ��: < ....;..::. is company name. address. ; I txty phone# ... :: Do]icv # :;> Failure to aecurr coverage as required under Section 25A of MGL 152 can lead to the imposition of crhninal penalties of a One up to$1,500.00 and/or / one year,'Imprisonment a,well as civil penalties in the form of a STOP WORK ORDER and a One of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Offlce of Investigations of the DIA for coverage verincatioa .l de hereby certify uunn the p p aft' a erjury that the information provided above is true and correct v Signature � � Date 5f Z zI/y'� Print narne xA) i E� - /�Fi Z C Ell I�/Ca; ggIg official use only do not write in this area to be completed by city or town official city or town: permitdicense# 7:)Selecbnen's Department❑check if immediate response is required. ❑Licensing Board Officecontact person: phone#; OH�th Department ❑Other_ (raised 9/95 PIA) :: 5/8" DIA. ANCHOR R WALL FRAMING: (1) #4 BENT REBAR AT 24" BOLTS ® 24" O.C. (2) 2X4 TOP PLATES O.C. AND 12 FROM ENDS (IMBED 7" INTO 5/8" ANCHOR BOLTS w/ 2X4 STUDS AT 16" O.C. CONC. FILLED CMU BLOCKS (HOME DUGOUT ONLY) HAUNCHED FOOTING) 3"x3"x1/4" PLATE WASHERS (2) 2X6 P.T. SILL PLATES (1 COURSE FOR AWAY DUGOUT) S0'-D" _ ® 24 O.C. 50'-0" (3 COURSES FOR HOME DUGOUT) 6„ 12'-3" 12'-3" 12'-3" 12>-3" 6" 1'-0" 2'-0" El 61 El El El El El El El 0 El El El El El t 1 1 sI rI, 1 1 1 1 1 .pI �_ _f LI 1 —I — �� .� -T — —I —��-T:- T- —1_—_ —_I- _T—�` �_i ---_•�_--�_ 1� �`: a 37" TALL SHELF (12 DEEP) El El El El El El El ID ED of i0�� 37" TALL a 15 TALL BENCH (16 DEEP) SHELF 0 0 �.__ — — — _ — — — — — — — — — — — — — — — of of of 44'-102" - of — 6'-0" 4' 0„ - -';- t EQUIPMENT OPENINGS FOR BAT STORAGE (ENCLOSE ALL SIDES _I ---- o o ( I I STORAGE AREA BENEATH BAT STORAGE WITH 1/2' P.T. PLYWOOD) }- - ((-I (END CLOSEST TO ` - - - - `� M PLATE) - I , , ► � , , 6" 12'-3" 12'-3" 12'-3" 12'-3" 6" -.,r s, 4" OF 1/8"-1/2" ' b CRUSHED STONE P.T. 4X4 EDGING =1 0 50'-0" (TOP TO BE FLUSH TO _ CONCRETE SLAB) 6x6 W.W. MESH SET 3" ABOVE BOTTOM OF SLAB B A 50'-0" BLACK VINYL. CIATED CHAIN LINK FENCE WITH PADDED TOP RAIL (HEIGHT TO BE DETERMINED) FOUNDATION PLAN DUGOUT FLOOR PLAN SCALE: 1/4 =1'-0" SCALE: 1/4"-1'-0„ (THIRD BASE LINE HOME DUGOUT SHOWN — MIRROR FOR FIRST BASE LINE AWAY DUGOUT) ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES (RATED FOR 110 MPH) (RATED FOR 110 MPH) ` 1X10 PVC RAKE TRIM 15# BUILDING PAPER 1/2" CDX SHEATHING iX3 PVC RAKE TRIM 1X3 PVC FASCIA 12 2 1X10 PVC FASCIA -10 2 2 x8 KD RAFTERSRICANE CLIPS GALVANIZED 1X3 PVC FASCIA Q 16" SIMPSON POST PVC SOFFIT GALVANIZED O.C. 1X10 PVG FASCIA SIMPSON POST 1/2" P.T. » H2.5 ONRALL RAFTERS H2.5 HURRICANE 3» CAP CC66 CAP CC66 PLYWOOD 5/4 x6 DECKING 6'-11- BOTTOM (P.T. OR COMPOSITE) CLIPS ON ALL 4 PVC SOFFIT AND FRIEZE RAFTERS AND 2X4 KID STUDS Q 16" O.C. USE 2-1/2" EXTERIOR RAFTERS FULL HEIGHT DECK SCREWS 24" 1'-02" M 1X4/1X5 PVC CORNER BOARDS r%�wo 6"x6" P.T. REAR WALL �- 1/2" CDX SHEATHING 1,_41„ 1 nloo o WOOD POST GALVANIZED ALUMINUM 2x4;P.T. SIMPSON POST TYVEK HOUSEWRAP © 16 O.C. m o ZN 'r i� GALVANIZED WHITE CEDAR SHINGLES FLASHING OR o z N SIMPSON POST BASE CBS66 _ SIDING (SEE ELEVS.) ~ 1 0 SILICONE 4x4 P.T. POSTfl BASE CBS66 CAULKING ® 48" O:C. T CONC: FILLED CMU BLOCKS (2) 2X6 P.T SILL o _~ M (1 COURSE FOR AWAY DUGOUT) bi = co S=1% _0 co S=1% w S=1% (3 COURSES FOR HOME DUGOUT) S 1% ------ - - - III-IIII- -IIII-IIII IIII ,IIII _ . . —IIII- - -IIII- --IIII- 2 IIII - ti. r l —IIII— — — COMPACTED GRAVEL — COMPACTED GRAVEL — �?• Y a II —IIII . , ., ._ � _ _ _ . � _. ,-'� � IIII— —IIII I I I IIIII— III — — — - -1111 ,r. IIII- =IIII 1'-0„ ;� 3„ � � = z 2-4 Z c° 1'-6" 4 (1) #4 BENT REBAR I I I r 4" OF 1 8"-1 2" 4„ OF 1/8„_1/2,> AT 24" O.C. AND CRUSHED STONE (2) #4 REBAR (TYP.) 12" FROM ENDS J l J l J J CRUSHED STONE WITH 4x3 P.T EDGING (3" CLEAR ALL SIDES) WITH 4x3 P.T EDGING L_-_J L—r—_1 L=—_J L--_J 24" DIA. BIGFOOT24" DIA. BIGFOOT 2'-0» 2'-0" WITH 12" DIA. WITH 12" DIA. SONOTUBE (TYP.) SECTION A-A SECTION B-B SONOTUBE (TYP.) SECTION A-A SECTION B-B " AWAY DUGOUT " HOME DUGOUT R . SIDE ELEVATION L. SIDE ELEVATION SCALE: 1 /4"=1'-0 SCALE: 1 /4„_1,-0" SCALE: 1 /4"=1'-0" SCALE: 1/4"=1 '-0" AT FOR 110 MPH ASPHALT ROOF SHINGLES (RATED ) 37" TALL SHELF 12%12%12 37" TALL SHELF 111 Ul Ill ill Ill Ill Ill (FULL DEPTH HELMENT (FULL DEPTH WHITE CEDAR SHINGLES OF BENCH)-, CUBBIES - OF BENCH) CONC. FILLED CMU BLOCKS 37" TALL SHELF (12 DEEP) R AWAY DUGOUT - (1 COURSE FOR ) - 3 COURSES FOR HOME DUGOUT - II -15" TALL BENCH (16 DEEP)---47 - _ I; I' �I --- ------------- = _ =IIII-IIII ------------------------------------ ---- ------ ------- IIII-IIII- IIII—IIII -------------- -IIII=IIII -------------------------------------------------------- — — — — 1=IIII_ -IIII=1 '------------- --- ----------------- ----- — — IIII=1 ---------=------ ------------ -- I_IIII— -IIIII � — � r � r � )------- � IIIII- =IIIII � � f -1 r----- -- �I IIIII- i i I I _ -1 I I I I 1 f I I p L--J L___J L--J L___J L--J L___J I FRONT ELEVATION table Bxag-'Dept REAR ELEVATION BaC11S SCALE: `1 4"-1'-0" SCALE: 1/4 =1 —0 / (THIRD BASE LINE HOME DUGOUT SHOWN — Appco�eaby MIRROR FOR FIRST 'BASE LINE AWAY DUGOUT) �t#: pear PROPOSED DUGOUT FOR: OFkAS, HYANNIS ATHLETIC ASSOC INC . EDWARD L. yG`�'F SCALE: APPROVED BY: DRAWN BY- o PESCE 1/4"=1'-0' B.M.B. CIVIL DATE: 4/16/19 REVISED: NO. 32001 4 PREPARED BY: A P ESCE ENGINEERING , INC . 120 HIGH SCHOOL ROAD DRAWING NUMBER: 16 A OW HYANNIS, MA A NAILING SCHEDULE 50'-0" UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH TO 8„ THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. —— — — — - — — —- — JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING —— — — — — - — —— — — — — — —— — COMMON NAILS BOX NAILS 0 ROOF FRAMING 0 2x8 KD ROOF RAFTER ® 16" O.C. o BLOCKING TO RAFTER(TOE-NAILED) (2) 8d (2) 10d EACH END 00 RIM BOARD TO RAFTER(END-NAILED) (2) 16d (3) 16d EACH END ^� ro WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4) 16d (5) 16d AT JOINTS — — t— — — — — — —— — — — — - — —— — — — — — — —— — — — — — — — STUD TO STUD(FACE-NAILED) (2) 16d (2) 16d 24 o/c 1 _4> 8" HEADER TO HEADER (FACE-NAILED) 16d 16d 16"o/c ALONG EDGES 50'-0.. FLOOR FRAMING (3) 2x12 DROPPED P.T. GIRT JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) (4) 8d (4) 1Od PER JOIST BLOCKING TO JOIST(TOE-NAILED) (2)8d (2) 1Od EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3) 16d (4) 16d EACH BLOCK ROOF FRAMING {� A LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) (3) 16d (4) 16d EACH JOIST SCALE: 1 �4"-1 '—Q„ f JOIST ON LEDGER TO BEAM (TOE-NAILED) (3)8d (3) 1Od PER JOIST BAND JOIST TO JOIST(END-NAILED) (3) 16d (4) 16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) (2) 16d (3) 16d PER FOOT ROOF SHEATHING (WOOD STRUCTURAL PANELS) RAFTERS OR TRUSSES SPACED UP TO 16"o/c 8d 1 Od 6" EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"O/c ., 8d 1 Od 4" EDGE/4" FIELD CONSTRUCTION NOTES: � 1. BEFORE FINAL DRAWINGS AND SPECIFICATIONS ARE ISSUED FOR CONSTRUCTION,THEY 5/8" ANCHOR BOLTS W/ GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6" FIELD SHALL BE SUBMITTED TO ALL GOVERNING BUILDING AGENCIES TO INSURE THIER COMPLIANCE 3"x3"x1/4" PLATE WASHERS °a ° WITHOUT GABLE OVERHANG WITH ALL APPLICABLE LOCAL AND NATIONAL CODES. IF CODE DISCREPANCIES IN DRAWINGS I I °° GABLE ENDWALL RAKE OR RAKE TRUSS WITH AND/OR SPECIFICATIONS APPEAR, THE DESIGNER SHALL BE NOTIFIED OF SUCH DISCREPANCIES ° � d a ° STRUCTRUAL OUTLOOKERS 8d 1 Od 6" EDGE/6" FIELD IN WRITING BY BUILDER OR BUILDING OFFICIAL,AND ALLOWED TO ALTER DRAWINGS AND a a° GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKE 8d 10d 4" EDGE/4" FIELD SPECIFICATIONS SO AS TO COMPLY WITH GOVERNING CODES BEFORE CONSTRUCTION BEGINS. a a a a 2. UPON WRITTEN RECEIPT OF APPROVAL FROM THE GOVERNING OFFICIAL,APPROVED FINAL 2ND SILL PLATE CEILING SHEATHING a° I DRAWINGS AND SPECIFICATIONS SHALL BE SUBMITTED TO THE BUILDER BY THE DESIGNER. �ti ° GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/ 10"FIELD d. 3. IF CODE DISCREPANCIES ARE DISCOVERED DURING THE CONSTRUCTION PROCESS,DESIGNER a' 4 ° I ° SHALL BE NOTIFIED AND ALLOWED AMPLE TIME TO REMEDY SAID DISCREPANCIES. s Q a I I SILL PLATE WALL SHEATHING 2 a a I a. 4 /c 8d 10d 6" EDGE/ 12" FIELD 4. ALL WORK PERFORMED SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL ° WOOD STUCTURAL PANELS -STUDS SPACED UP TO 2 "0 BUILDING CODES, ORDINANCES AND REGULATIONS,AND ALL OTHER AUTHORITIES HAVING - 4 °o ° a ° d- a 2"AND 23/i' FIBERBOARD PANELS 8d1 3" EDGE/6"FIELD JURISDICTION. Y2"GYPSUM WALLBOARD 5d COOLERS --- 7" EDGE/ 10" FIELD . ALL CONTRACTORS SUBCONTRACTORS SUPPLIERS,AND FABRICATORS, SHALL BE ° a a. a 5 z ° o. a ° a RESPONSIBLE FOR THE CONTENT OF DRAWINGS AND SPECIFICATIONS AND FOR THE SUPPLY AND FLOOR SHEATHING (WOOD STRUCTURAL PANELS) DESIGN OF APPROPRIATE MATERIALS AND WORK PERFORMANCE. °° . a 1"OR LESS 8d 10d 6" EDGE/ 12" FIELD 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, a. GREATER THAN 1" 10d 16d 6" EDGE/&'FIELD ERECTED, USED, CLEANED AND CONDITIONED IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 1 CORROSION REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. 8. ALL ALTERNATES ARE AT THE OPTION OF THE BUILDER AND SHALL BE AT THE BUILDER'S REQUEST, CONSTRUCTED IN ADDITION TO OR IN LIEU OF THE TYPICAL CONSTRUCTION,AS INDICATED ON DRAWINGS. 9. PESCE ENGINEERING, INC. IS NOT RESPONSIBLE FOR ANY PLAN DISCREPANCIES. BUILDER& ANCHORAGE ❑E SILL T❑ PROPERTY OWNER TO REVIEW PLANS BEFORE START OF CONSTRUCTION. DO NOT SCALE PLANS, USE SPECIFIED DIMENSIONS. FOUNDATION WALL NOT TO SCALE FOUNDATION NOTES: 1. FOUNDATION DESIGN BASED ON THE FOLLOWING PRESUMED SOIL BEARING CAPACITIES: CRYSTALLINE BEDROCK- 12,000 PSF SEDIMENTARY ROCK-4,000 PSF SANDY GRAVEL OR GRAVEL-3,000 PSF SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL-2,000 PSF CLAY, SANDY CLAY, SILTY CLAY, AND CLAYEY SILT- 1,500 PSF 2. CONCRETE SHALL REACH A COMPRESSIVE STRENGTH OF(PSI) IN THE FOLLOWING RAFTER OR TRUSS RAFTER. @ 16" O.C. LOCATIONS: -BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER-3,000 PSI -GARAGE FLOORS-3,500 PSI 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ANY DISCREPANCIES, ° H2.5 @ EA. RAFTER INCONSISTENCIES OR AMBIGUITIES SHALL BE REPORTED TO PESCE ENGINEERING, INC. °o® I PRIOR TO PROCEEDING WITH THE WORK. a 0 ° 4. THE SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH 5/8"QJ BOLTS PLACED 24"O.C.WITH 3"x3"x%4' PLATE WASHERS AND 6"-12" INCHES FROM END AND BLOCKING @ 48" O.C. ° ° TOP PLATE 0 0 CORNERS. BOLTS SHALL EXTEND A MINIMUM OF 15 INCHES INTO MASONRY OR SEVEN INCHES INTO CONCRETE. STUD WALL 5. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS. EXCEPTION: WHERE MASONRY VENEER IS USED, FOUNDATION WALLS SHALL EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRADE. 6. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615, GRADE 60. ROOF BRACE DETAIL NOT TO SCALE TYPICAL RAFTER TO PLATE CONNECTION 7. THE FOUNDATION SHALL NOT BE BACKFILLED UNTIL ADEQUATE LATERAL SUPPORT IS NOT TO SCALE PROVIDED AT THE TOP AND BOTTOM OF THE FOUNDATION WALL(CONCRETE SLAB AND FIRST FLOOR DECK). BACKFILL SHALL BE PLACED IN 12"LIFTS AND COMPACTED. PROPOSED DucouT FOR: - oFss9c H YAN N I S ATHLETIC ASSOC. I N C . EDWARD L. yGs SCALE: >. APPROVED BY: DRAWN BY: PESCE 1/4 =1 —O" B.M.B. CIVIL u' DATE: 4/16/19 REVISED: NO. 32001 PREPARED BY' AL PESCE ENGINEERING, INC. 120 HIGH SCHOOL ROAD DRAWING NUMBER: /`�/" HYANNIS, MA B cq ��o d ra -, , r•� �� LOCUS ' GENERAL NOTES: ` O q cq WETLAND IELINEATION �. Lj�J4 1. PROPERTY IS SHOWN ON TOWN OF BARNSTABLE ASSESSOR'S MAP 326, BLOCK 1, LOTS 1 &3. \ �� OO�OF��``` d PERFORME BY SABATIA INC I PRINCIPAL ADDRESS IS 116 HIGH SCHOOL ROAD, HYANNIS, MA. �� \ \ �L��i- ON MARCH 1 , 2018 cc / its' i 2. THIS SITE IS NOT LOCATED IN ANY PRIORITY HABITATS OF RARE OR ENDANGERED SPECIES. / \ \ 13 1-4 �, 1-7 / ,, „ • .; \ .° 1-5 �1-6 1 1-8 -1-10 �. tA� 3. THIS SITE IS NOT LOCATED WITHIN ANY KNOWN CULTURAL OR HISTORIC RESOURCES. / \ B V W �� 1-g y 1 EDGE OF '�- �� t . 4. THIS SITE IS LOCATED WITHIN THE RESIDENCE B (RB)ZONING DISTRICT. FOUL 5. A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 25001C0568J DATED JULY 16 BALL o>- 2014, INDICATES THE SITE IS PARTIALLY LOCATED WITHIN ZONE AE, (EL.=11'). POLE_, �1 WEL � cV Iv IS r iNv PROPOSED EDGE �- 3 / / E OF G R1C r 1 P LOCUS MAP 6. PROPERTY OWNER: TOWN OF BARNSTABLE / / i RAVEL WARNINGh 367 MAIN STREET / / iNV=7.34' I �L,\ \ \ 1-14 SCALE 1"= 1000' HYANNIS, MA 02601 / /• / K \ SCOPE OF WORK: 1-15 � PERENNIAL STREAM BANK& EDGE OF 1. FURNISH AND INSTALL EROSION CONTROL. (i.e HAYBALES, SILT FENCE, OR STRAW WATTLES) / / BORDERING VEGETATED WETLAND Q Q H OF 2. CUT AND REMOVE EXISTING SOD AND TOPSOIL. STOCKPILE TOPSOIL AND REMOVE ALL f / / 0 0 \� 1-;6 P�� tssgcy UNSUITABLE MATERIAL. / / o\o o e'' ` �� o� EDWARD L. �s h d 355 WETLAND DELINEATION PESCE 3. GRADE FIELD BASE SURFACE TO PROVIDE 1%SLOPE PER DRAWING. COMPACT BASE SURFACE. \ n� PERFORMED BY SABATIA INC. CIVIL 8 HDPE PERF. PIPE � 1-17 ON MARCH 18, 2018 I f 6: l N0. 32001 / WITH SILT SOCK(TYP) d q 4. FURNISH AND INSTALL APPROX. 18-33 INCHES OF SAND &GRAVEL BORROW MATERIAL(CLEAN & " D %) ISr ° UNCONTAMINATED), APPROX. 7,000 C.Y. CONFORMING TO MASSDOT SIEVE SPECIFICATION M1.03.0 OR INV=7.15' (SLOPE_ .25/o) ` , ' i�A� ,� � APPROVED EQUAL. BORROW MATERIAL SHALL BE PLACED IN 12" LIFTS AND ROLLED WITH A STEEL ' 12 ' d ` 1-18 ROLLER NOT TO EXCEED ONE TON RATING. / 18,, \ 7 -- J _ LIGHT FIXTURE 5. INSTALL SUBSURFACE DRAINAGE SYSTEM USING 8" HDPE PERFORATED PIPE WRAPPED WITH SILT 1 / o ` -8. ` (TYP OF 8) EDWARD L. PESCE, P.E. DATE SOCK PER DESIGN PLANS. (ADS SINGLE WALL HDPE SLOTTED PIPE PATTERN 'B') j ' 1 / moo' B=� �, I 1 g GUY WIRE(TYP) 6. SAMPLE ONSITE TOPSOIL FOR LAB TESTING (UMASS SOIL AND PLANT NUTRIENT TESTING LAB) I / _ J AND PROVIDE SOIL AMENDMENTS AS RECOMMENDED BY LAB. SCREEN POLE �, \� INV=6.81' 1 _ D i d - _ I• PROPOSED 7. SCREEN AND PROCESS TOPSOIL(WITH AMENDMENTS IF NEEDED)AND SPREAD TOPSOIL / j INV=7.68 3.0' (TYP) THROUGHOUT TURF AREA OF FIELD. (4"THICK) ' / .0 / \ t / I 1 20 BASEBALL FIELD J1 ill � � I 8. SPREAD AND COMPACT 4 INCH LIFT OF 3/16"(-)CRUSHED STONE MATERIAL FOR WARNING TRACK. / , , I ��S� 9-,� d \ FLAG POLE REHABILITATION (APPROX. 21,000 S.F.) 1 I ,� OpF 8" HDPE PERF. PIPE INV=6.73 WITH SILT SOCK(TYP) ' ` r 9J -+ I FOR THE 9. FURNISH AND INSTALL IRRIGATION SYSTEM PER DESIGN PLANS. Ihl/ (SLOPE = .50%) 9, ' 1-21 SCREEN POLE THE J U DY WALDE N 10. CONSTRUCT PITCHERS MOUND AND FURNISH AND INSTALL INFIELD SAND/CLAY MIX, SPREAD AND i g.. D INV=7.06' d COMPACT. INFIELD MIX SHALL BE 65% SAND AND 35% SILT/CLAY MIX OR APPROVED EQUAL. PROPOSED EDGE OF GRAVEL % c / \f G) 36.7' I SCARAFI LE FIELD WARNING TRACK I / INV=7.62' �.& D m_ 1� ,� \ - 1-2' AT 11. FINISH RAKE ALL TURF AREAS AND FURNISH AND INSTALL APPROVED TURF SOD IN ALL TURF ` d \1 y \• OA l c7 AREAS. ;-.NV=720' �►F �- MCKEON PARK BLEACHERS � r 12. REMOVE EXISTING DUGOUTS AND CONSTRUCT TWO NEW DUGOUT STRUCTURES PER DESIGN ` m '�d ,� IN 5p dL PLANS. INV=7.65' j ./ d 1 �, HYANNIS, 13. EXISTING WET TURF AREAS IN OUTFIELD(SEE PLAN)TO BE REMOVED AND REPLACED WITH \� I cq � , 1-2 g �� MASSACHUSETTS SAND AND GRAVEL FILL MATERIAL(CLEAN & UNCONTAMINATED). DESIGN ENGINEER TO INSPECT SCREEN POLE 8 D p.0 REMOVAL AREAS PRIOR TO PLACEMENT OF NEW FILL. \\ ° d�5 = � 1\ �<v/ (BARNSTABLE COUNTY) / --RETAINING WALL 0, 1 d SCORE PROPOSED NEW \ 0 50' 1 d Z , BOARD 20.0 o DUGOUT FOOTPRINT ! "' INV=7.30'-' ? _ 1 24 D 'o INV=7.45' oz n ® IRRIGATION 30"ADS NYLOPLAST DRAIN BASIN WITH I = 8' D, I �CLEANOUT (TYP) / �� F \ m >� I HANDHOLE DUCTILE IRON FRAME AND GRATE 1 \ v \ � - d FINISHED GRADE EL.=7.50' d N �1 INV=7.60' ` ; � � a? m INV=6.40' I I SCREEN POLE \ / I (BURIED BELOW TURF) RIM=7.00' Z \ o d O INV IN (10")=6.20' O)` , J 1-25 <v 'D I INV OUT (12")=6.10' _ 5,� �� % PROPOSED GRADING EX. HOME DUGOUT - \ FLOOR EL.=9.43' y �` 8" HDPE PERF. PIPE - Q' `r23 r� o & DRAINAGE PLAN WITH SILT SOCK (TYP) \ ` f i ` (SLOPE _ .50%} \d Z �G, / C� O O N d i d= �� / ��.0 �� REVISIONS: W tr � N u .p 1-26 m 2 \ J ` + _ J No. DATE DESC. n ` _ c� °' d INV=6.23' V 6.30 FOUL BALL POLE \ _ Z ` CLEANOUT (TYP) � �� / dti+ INV=6.48' p / �`° �° �// /• 3 9-20-18 Revisions to Drain Layout INV=6.73' 1�, D =0'�.- 10" HDPE PERF. PIPE 2 6-13-18 Revisions per DPW Comments PROPOSED EDGE N WITH SILT SOCK 1 5-9-18 Added 100'Buffer&Riverfront Area 10 D / o / PROPOSED EDGE OF GRAVEL OF GRAVEL INV=7.00' 10ro D (SLOPE_ .25/o) 9 WARNING TRACK WARNING TRACK „ 10' a 1-28 � �� EX. RETAINING WALL 10 � �' 10" HDPE PERF. PIPE � , � / �( / o PREPARED FOR: LEGEND _ _ --� WITH SILT SOCK I , SCREEN POLE ^� �� -�-- o (SLOPE _ .50%) 6 sty 1 29\ I / HYANNIS ATHLETIC /0 0 ,� FEs ASSOCIATION BLEACHERS i r FR DUGC' O- 5 INV=6.0' P.O. BOX 852 A `s $ -SEASHELL DRNE- -1_30 j 1-31 HYANNIS, MA 02601 � ---. - � �` PERENNIAL STREAM BANK& EDGE OF F e0 ss BLEACHERS �- _ J BORDERING VEGETATED WETLAND DESCRIPTION PROPOSED EXISTING + `` FIXTURE �_ ,- i LIGHT O 8) , \ o / ENGINEERING BY: O SCREEN POLE � 2-10 � ;a C- CONCRETE BOUND 0 2-8 1 7C. HANDHOLE (TYP) / I / 1 UP # .��`'�^ PORTABLE TRAILERS / � � 4\ i' C ENGIN , , - 1 � UTILITY POLE tiJ �` -SEASHELL AREA- UTILITIES BUI�INGI � _ - � / \ _g / & ASSOCIATES, INC. O P 2-7 ® Edward L_ Pesce, P.F., LEED"'AP 00�0�� EX. AWAY DUGOUT 8'x10' RIPRAP SPILLWAY / \ / l�`' 'V FLQ��' ELL=7.51' � TOP OF STONE=6.50' � � � \ / , /EX. CATCH 451 RAYMOND RD CATCH BASIN ® p �'�, BOTTOM OF STONE=6.00' -1 r , Y ;.1 PLYMOUTH, MA 02360 �O PROPOSED NEW .Q 2_6 ' BASIN (TYP) �� DUGOUT FOOTPRINT ��` �- epesce@comcast.net Phone:508-743-9206 DRAIN MANHOLE Q �' 2 5IO 2� 2 4 _I NJ , ce11:508-333-7630 FAX:508-743-0211 S �� ,p/ 2-3 pGE OF 6 v / I / METAL POST(TYP OF 3) $�� DRAIN LINE 8" D � P� \ � � ^ � / LAND SURVEYING BY: NOTES - WETLAND ,` �I 1 EX. SIGN (TYP) JC ENGINEERING, INC. 10" E 101, D --- 1.ALL HDPE DRAINAGE PIPE TO BE PERFORATED PIPE WITH SILT SOCK, DELINEATION a' 10 D EXCEPT FOR PIPING FROM DRAIN BASIN TO FOREBAY AREA. 2 2 PERFORMED BY / �o' 2854 CRANBERRY HIGHWAY SABATIA INC. ON ; EAST WAREHAM, MA 02538 OVERHEAD UTILITIES - �'`` "J 2.ALL PIPING SHOWN IN RED SHALL BE LAID AT 0.25% SLOPE. MARCH 18, 2018 � 508-273-0377 2-1 ( � J _�- 3. ESTIMATED LENGTHS OF HDPE PIPE: t .J nt • 8" PERF. PIPE= 1,540' CONTOUR 11 • 10" PERF PIPE=253' �n DATE: APRIL 24, 2018 • 12"SOLID PIPE=29' SPOT ELEVATION x11.0 •� GRAPHIC SALE FIELD: JO/BS FENCE -x-x--x-x- PROPOSED BASEBALL FIELD REHABILITATION PLAN 30 0 15 30 _60 g i 120 CALL./DESIGN: ELP SCALE: 1"=30' DRAWN: BJW HAYBALE/SILT FENCE IN FEET CHECK: ELP ( ) 1 inch = 30 ft. JOB NO: 4067 SHEET 1 OF 3