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0186 BREEDS HILL ROAD
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L.. 1 I .,.. r... .. .... ..- r. ... ire' ... .., .., n-,.., :_.. .. ��...... � I..'.',. ... ... ... t 9 ,. .z. ,... .. .. :.,. :..:. .. ... ,.. ...::, .,,��. ., .::. ..:,... ,.. .., t •�.•..:, ,. yr ;', (:; t f i 1. 1 ,Y ?. t + . i £ ,i 1 5 f Y I � pedp S y F a } L Town of Barnstable Certificate of Zoning Compliance Certificate 2019-27 Map 314 Owner Name as of 1/1/18: Parcel 024-005 Address 186 Breed's Hill Rd HARVEY PROPCO LLC Village Barnstable 1400 MAIN STREET Zone IND LTD & IND WALTHAM, MA. 02451 Industrial Zones Overlay WP Water Protection Overlay Locus is centered within IND&IND LTD zones & WP/GP Ground Water Protection Overlay Districts Property Use: Commercial Warehouse Year Constructed— 1986 Cert of Occupancy Yes Lot Size 2.74 acres Date July 10, 1986 Permit#29030 IND Setbacks: IND LTD Setbacks Front Yard 60 Front Yard 50 Side Yard 30 Side Yard 30 Rear Yard 30 Rear Yard 30 Open Permits: Yes Zoning Relief: None found in Building file. Planning 508-862-4678. Permits: Building Permit# B-16-672 04/11/2016 Handicapped Ramp Building Permit# 76370* 05/04/2003 Unisex bathroom *Permit OPEN Building Permit# 65314 11/01/2002 Addition- pre-engineered metal warehouse & open storage Code Violations: Zoning Code No open violations on file Building Code: One open permit (#76370) but no other current violations found on file. Zoning Violations: No,open violations on file. Zoning Relief: None on file. Refer to Planning for definitive check. 508-862-4678. Site Plan Review: Refer to Planning 508-862-4678 Zoning History: The subject property was developed in 1986 and currently consists of 27,610 sf. (gross). Reviewed by Title Date: Robin C. Anderson Code Compliance Manager 09/13/2019 p ` Town of Barnstable 11AMMABM MAS& 200 Main Street, Hyannis MA 02601 508-862-4038 %639• Application for Building Permit Application No: B-19-3040 Date Recieved: 9/13/2019 Job Location: 186 BREED'S HILL ROAD,BARNSTABLE Permit For: Building-Zoning Compliance Certificate Contractor's Name: State Lic. No: Address: , , Applicant Phone: (Home)Owner's Name: HARVEY PROPCO LLC Phone: (Home)Owner's Address: 1400 MAIN STREET, WALTHAM, MA 02451 Work Description: Zoning Compliance Certificate for EBI Consulting Total Value Of Work To Be Performed: $0.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: 9/13/2019 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $0,00 Date Paid Amount Paid 1 Check#or CC# Pay Type Total Permit Fee: $75.00 , 9/13/2019 $75.00 93132 Check Total Permit Fee Paid: $75.00 `��. _ T � I S ISSN OT APERMI � v K,zs,.a, .,2..... EnviroBusiness, Inc. 93132 »,Vendor ReferenceDocuirrent T e Document Dater 0 g!n I Yalue',� Discount Taken Net Amoun 1319000427 Purchase Invoice 08/28/2019 75.00 USD 0.00 USD 75.00 USD 1 !, Z2��.e�-I- a-U► G —G a-a-1 r � � f � Town of Barnstable Certificate of Zoning Compliance Certificate 2019-24 Map 314 Owner Name as of 1/1/18: Parcel 024-005 Address 186 Breed's Hill Rd HARVEY PROPCO LLC Village Barnstable 1400 MAIN STREET Zone IND LTD & IND WALTHAM, MA. 02451 Industrial Zones Overlay WP Water Protection Overlay Locus is centered within IND&IND LTD zones & WNGP Ground Water Protection Overlay Districts Property Use: Commercial Warehouse Year Constructed— 1986 Cert of Occupancy Yes Lot Size 2.74 acres Date July 10, 1986 Permit#29030 IND Setbacks: IND LTD Setbacks Front Yard 60 Front Yard 50 Side Yard 30 Side Yard 30 Rear Yard 30 Rear Yard 30 Open Permits: Yes Zoning Relief: None found in Building file. Planning 508-862-4678. Permits: Building Permit# B-16-672 04/11/2016 Handicapped Ramp Building Permit# 76370* 05/04/2003 Unisex bathroom *Permit OPEN Building Permit# 65314 11/01/2002 Addition-pre-engineered metal warehouse & open storage Code Violations: Zoning Code No open violations on file Building Code: One open permit(476370) but no other current violations found on file. Zoning Violations: No open violations on file. Zoning Relief: None on file. Refer to Planning for definitive check. 508-862-4678. Site Plan Review: Refer to Planning 508-862-4678 Zoning History: The subject property was developed in 1986 and currently consists of 27,610 sf. (gross). Reviewed by Title Date: Robin C. Anderson Code Compliance Manager 08/20/2019 Town of Barnstable RECE�Pr tiA ` 200 Main Street, Hyannis MA 02601 508-862-4038 A Application for Building Permit Application No: TB-19-2688 Date Recieved: 8/20/2019 Job Location: 186 BREED'S HILL ROAD,BARNSTABLE Permit For: Building-Zoning Compliance Certificate Contractor's Name: State Lic. No: Address: , Applicant Phone: (Home)Owner's Name: HARVEY PROPCO LLC Phone: (Home)Owner's Address: 1400 MAIN STREET, WALTHAM,MA 02451 Work Description: zoning compliance certificate Total Value Of Work To Be Performed: $0.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: HARVEY PROPCO LLC 8/20/2019 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $0.00 Date Paid ( Amount Paid Check#or CC# Pay Type Total Permit Fee: $75.00 8/20/2019 $75.00 1 17123 Check Total Permit Fee Paid: $75.00 Q THIS ISsN�TyAPEIT K .,..,,..., .y.F,.....�., Mom... :�,:,k,�, , •ate.. .. �„ Property Print Page 1 of 4 � Print this page 17 Owner Information �1 Map/Block/Lot: 314/024/005 O Property Address 186 BREED'S HILL ROAD Village Barnstable Town Sewer At Address: Yes GIS Zoning Value: SPLIT INDLTD;IND Owner Name as of 1/1/18: HARVEY PROPCO LLC <> 14 /00 MAIN STREET � WALTHAM, MA. 02451 Co-Owner Name 5 Assessed Values Appraised Value Assessed Value Building Value $ 1,016,800 $ 1,016,800 Extra Features $ 128,000 $ 128,000 Outbuildings $ 98,100 $ 98,100 Land Value $ 262,000 $ 262,000 Totals $ 1,504,900 $ 1,504,900 Past Comparisons 2018 - $ 1,499,800 2017 - $ 1,463,300 2016 - $ 1,463,300 2015 - $ 1,552,800 � 2014 - $ 1,558,300 2013 - $ 1,563,900 2012 - $ 1,527,700 2011 - $ 1,608,800 , 2010 - $ 1,626,200 v` 2009 - $ 1,193,200 Tax Information https://tobweb.town.bamstable.ma.us/Departments/Assessing/Property_Val... 8/19/2019 Property Print Page 2 of 4 Barnstable FD Tax (Commercial) $ 4,093.33 Barnstable FD Tax (Residential) $ 0 Community Preservation Act Tax $ 388.72 Town Tax (Commercial) $ 12,957.19 Town Tax (Residential) $ 0 $ 17,439.24 Sales History Owner: Sale Date Book/Page: Sale Price: HARVEY PROPCO LLC 2015-10-05 29181/217 $100 HARVEY INDUSTRIES INC 1985-09-15 4729/33 $225000 Photos Sketches >; w �� 11 � g .�s s https://tobweb.town.bamstable.ma.us/Departments/Assessing/Property_Val... 8/19/2019 Property Print Page 3 of 4 AsBuilt Card N/A 62N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished) FUS Second Story Living Area SPE Pool Enclosure (Finished) BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio Construction Details Building Details Land Building value $ 1,016,800 Bedrooms 00 USE CODE 4010 Replacement Cost $1,211,412 Bathrooms 0 Full-0 Half Lot Size(Acres) 2.7.4 Model Ind/Comm Total Rooms Appraised Value $262,000 Style Pre-Eng Warehs Heat Fuel Gas Assessed Value $262,000 Grade Average Plus Heat Type Hot Air Year Built 1986 AC Type None Effective depreciation 20 Interior Floors Concr Finished Stories 1 Interior Walls Drywall L Living Area sq/ft 24,700' Exterior.Walls Pre-finsh Metl 2 Gross Area sq/ft 27,610 Roof Structure Gable/Hip Roof Cover Metal/Tin Outbuildings and Extra Features Code Description Units/SQ ft Appraised Value Assessed Value FNC3' FENCE-6'CHAIN w rails 500 $4,200 $4,200 https://tobweb.town.bamstable.ma.us/Departments/Assessing/Property_Val... 8/19/2019 Property Print Page 4 of 4 SPRI SPRINKLERS-WET 24700 $ 81,000 $ 81,000 SHDS Stl Stg Shed-one open 1875 $29,000 $29,000 side SHDS Stl Stg Shed-one open 750 $ 11,600 $ 11,600 side PAV1 PAVING-ASPHALT 34400 $53,300 $53,300 OFLC Office Finish-Low 1200 $47,000 $47,000 Cost https://tobweb.town.bamstable.ma.us/Departments/Assessing/Property_Val... 8/19/2019 Julie A.Whitman CHECK.O:MATIC.COM-(8=555-M 17123 Town Of Barnstable 8/16/2019 Zoning Document Fees 75.00 BCZ DOC FEES 7201902096:016-Harvey 2019-ZCL 75.00 Julie A.Whitman 17123 Town Of Barnstable 8/16/2019 Zoning Document Fees 75.00 1 P BCZ DOC FEES 7201902096:016-'Harvey 2019-ZCL 75.00 'ti Control#: 1'59485 NV5 Transaction Services—Zoning Division N' 'V 5 3000 S. Berry Rd., Ste. 150, Norman, OK 73072 (800)-787-8390 www.bockandclark.com www.nv5.com August 16,2019 Subject Property: 186 Breeds Hill Road Hyannis,MA 026oi Parcel # 314-024-005 ICT Dear Municipal Official, O -ra At our client's request, we are seeking the following information: • Zoning Compliance/Verification Letter: Please supply a letter (or use the enclosed tJim'plate and c onto letterhead statin in which zonin district the subject ro ert is current) located, there ams an erla) g g 1 P p Y Y Y Y districts applicable to the subject property, permissiveness of current use and any cmplianc64nformation you may be able to provide. Please use municipality letterhead, or, if this is not possible for some reason,"`',-. please enclose a municipality fax coversheet showing that the zoning letter is enclosed. • Adjacent Property Designations and Uses(if known): Current zoning district in which properties adjacent to the subject property(North,South, East&West)are located. • Any Variances, Special Permits, Conditions, etc: Please note the existence of these items as they relate to the subject property and supply documentation, if available. • Code Violations: Please note whether or not there are currently any open/outstanding zoning,fire or building code violations of record that apply to the subject property • Certificates of Occupancy: Please supply copies of any existing certificates of occupancy for the subject property. If none are available, please state the reason for this and whether there is any expected enforcement action due to the lack of certificate copies. • Approved Site Plan and/or Conditions of Approval, if applicable: Please supply available documents, particularly if the subject property is located in a Planned Development. Enclosed,please find a check in the amount of$to process this request. Please advise us at your earliest convenience of any additional fees or forms, if any of these items is not available or if I should be directing any portion of my request to another party. We are on a strict timeline, and your prompt attention to this request is greatly appreciated. Upon completion, please forward the information via email or toll free fax(877)386-5022. We truly appreciate your help with this request and look forward to your reply. Please feel free to contact me toll-free at (800) 787-8390 or via email at rachelle.gonzales@NV5.com with any questions or concerns you may have regarding this request. Thank you very much for your assistance! Rachelle Gonzales, NV5 Research Assistant i I NV5 Transaction Services—Zoning Division 3000 S. Berry Rd., Ste. 150, Norman, OK 73072 (800)-787-8390 www.bockandclark.com I www.nv5.com August 16, 2019 Subject Property: 186 Breeds Hill Road Hyannis,MA 026oi Parcel # 314-024-005 Dear Municipal Official, At our client's request,we are seeking the following information: • Zoning Compliance/Verification letter: Please supply a letter(or use the enclosed template and copy onto letterhead) stating in which zoning district the subject property is currently located, if there are any overlay districts applicable to the subject property, permissiveness of current use and any compliance information you may be able to provide. Please use municipality letterhead, or, if this is not possible for some reason, please enclose a municipality fax coversheet showing that the zoning letter is enclosed. • Adjacent Property Designations and Uses(if known): Current zoning district in which properties adjacent to the subject property(North,South, East&West) are located. • Any Variances, Special Permits, Conditions, etc: Please note the existence of these items as they relate to the subject property and supply documentation, if available. • Code Violations: Please note whether or not there are currently any open/outstanding zoning,fire or building code violations of record that apply to the subject property • Certificates of Occupancy: Please supply copies of any existing certificates of occupancy for the subject property. If none are available, please state the reason for this and whether there is any expected enforcement action due to the lack of certificate copies. • Approved Site Plan and/or Conditions of Approval, if applicable: Please supply available documents, particularly if the subject property is located in a Planned Development. Enclosed, please find a check in the amount of$75.00 to process this request. Please advise us at your earliest convenience of any additional fees or forms, if an of these items is not available or if I should be directing an onion of Y g Yp my request to another party. We are on a strict timeline,and your prompt attention to this request is greatly appreciated. Upon completion, please forward the iinformation via email or toll free fax(877)386-5022. We truly appreciate your help with this request and look forward to your reply. Please feel free to contact me toll-free at(800)787-8390 or via email at rachelle.gonzales@NV5.com with any questions or concerns you may have regarding this request. Thank you very much for your assistance! Rachelle Gonzales, NV5 Research Assistant TO BE COP[Eb ONTO MUNICIPALITV LETTI BREAD ,2oi9 Rachelle Gonzales NV5 Transaction Services—Zoning Division 1012 24th Ave NW,Ste loo Norman,OK 73o69 Subject Property: 186 Breeds Hill Road Hyannis,MA 026o1 Parcel #314-024-oo5Address In response to your request for information regarding the above-referenced property,we have researched our files and present the following: 1. The current zoning classification for the subject property is: 2. Adjacent property zoning designations: North: South: East: West: g. According to the zoning ordinances and regulations for this district,the current use of the subject property is a: ❑ Permitted Use by Right ❑ Permitted Use by Special/Specific Use Permit❑Copy Attached ❑Copy Not Available(see comment) ❑ Legal Non-Conforming Use(no longer permitted by right due to amendments,re-zoning,variance granted or other changes.See comments) ❑ Non-Permitted Use Comment: 4. To the best of our knowledge,the subject structure(s)was developed: ❑in accordance with Current Zoning Code Requirements and is ❑Legal Conforming ❑Non-conforming(see comments) ❑in accordance with Previous Zoning Code Requirements(amendments,rezoning,variance granted)and is Legal Non- conforming to current zoning requirements. ' ❑Prior to the adoption of the Zoning Code and is Grandfathered/Legal Non-conforming to current zoning requirements. ❑in accordance with Approved Site Plan and is Legal Conforming to approved site plan.If any nonconforming issues exist with respect to current zoning requirements;the subject property would be considered legal non-conforming. Comment: 5. Information regarding variances,special permits/exceptions,ordinances or conditions: ❑ There do not appear to be any variances,special permits/exceptions,ordinances or conditions that apply to the subject property. ❑ The following apply to the subject property(see comments): ❑Variance-Documentation attached or is otherwise,no longer available(see comment) ❑Special Permit/Exception Documentation attached or is otherwise,no longer available(see comment) ❑Ordinance Documentation attached or is otherwise,no longer available(see comment) ❑Conditions Documentation attached or is otherwise,no longer available(see comment) Comment: 6. Rebuild:In the event of casualty,in whole or in part,the structure located on the subject property: 2 ❑ May be rebuilt in its current form(i.e.no loss of square footage,same footprint,with drive through(s),if applicable). ❑ May not be rebuilt in its current form,except upon satisfaction of certain conditions,limitations or requirements.Please see section of the current zoning code/ordinance for details. 7. Site Plan Information: ❑ The subject property was not subject to a site plan approval process. ❑ The subject property was subject to site plan approval;a copy of the approved site plan is attached. ❑ The subject property was subject to site plan approval,but a copy of the approved site plan is no longer in existence (was lost or destroyed). All other existing documents applicable to site plan approval for the site are attached if available. ❑ An approved site plan for the subject property is on file,but our office does not have the necessary resources to reproduce and distribute copies of the plan. All other existing documents applicable to site plan approval are attached if available. ❑ Other,(as noted here): This information was researched on ,2019,by the undersigned,per request and as a public service. The undersigned certifies that the above information contained herein is believed to be accurate and is based upon,or relates to,the information supplied by the requestor. The Authority assumes no liability for errors and omissions. All information was obtained from public records,which may be inspected during regular business hours. By: Printed Name: Title: Department: Phone: f Barrows, Debi From: Florence, Brian Sent: Tuesday, August 20, 2019 12:32 PM To: Barrows, Debi Subject: FW: Request# 2019-0217 :New Request Received Hi Debi, Can you please discuss this one with me? They will need an invoice before we can have this processed? Thanks, -Brian From: admin=barnstable.foiadirect.gov@townforms.com [mailto:admin=barnstable.foiadirect.gov@townforms.com] On Behalf Of admin@barnstable.foiadirect.4ov Sent: Friday, August 16, 2019 9:55 AM To: Florence, Brian Cc: Quirk, Ann Subject: Request# 2019-0217 : New Request Received Town of Barnstable, MA Public Record Request Number:2019-0217 Requester: Rachelle Gonzales Request Date: Friday, August 16,2019 9:54:42 AM Response Due Date:Friday, August 30, 2019 Request Detail: August 16, 2019 Subject Property: 186 Breeds Hill Road Hyannis, MA 026oi Parcel # 314-024-005 Dear Municipal Official, At our client's request, we are seeking the following information: • Zoning Compliance/Verification L er: Please supply a letter(or use the enclosed template and copy onto letterhead)stating in which zomng district the subject property is currently located, if there are any overlay districts applicable to the subject property, permissiveness of current use and any compliance information you may be able to provide. Please use municipality letterhead, or, if this is not possible for some reason, please enclose a municipality fax coversheet showing that the zoning letter is enclosed. • Adjacent Property Designations and Uses (if known): Current zoning district in which properties adjacent to the subject property (North, South, East& West) are located. • Any Variances, Special Permits, Conditions, etc: Please note the existence of these items as they relate to the subject property and supply documentation, if available. a _ -A- • CodeVolati sno Please note whether or not there are currently any open/outstanding zoning, fire or building code violations of record that apply to the subject property • Certificates of Occuup ncanca y(Please supply copies of any existing certificates of occupancy for the subject (? property. If none are available, please state the reason for this and whether there is any expected enforcement action due to the lack of certificate copies. �l • Approved Site Plan and/or Conditions of Approval, if applicable: Please supply available documents, particularly if the subject property is located in a Planned Development. Please advise us at your earliest convenience of any additional fees or forms, if any of these items is not available or if l should be directing any portion of my request to another party. We are on a strict timeline, and your prompt attention to this request is greatly appreciated. Upon completion, please forward the information via email or toll free fax(877) 386-5022. We truly appreciate your help with this request and look forward to your reply. Please feel free to contact me toll-free at(800)787-8390 or'via email at rachelle.gonzales@NV5.cor-6 with any"questions or concerns you may have regarding this request. Thank you very much for your assistance! Rachelle Gonzales, NV5 Research Assistant Hi Brian Florence : We just have received a new Public Records Request. The request details are shown above. By design you are receiving this request first. Please evaluate and assign to the proper department and personnel in order to start working on the response. Please click the following link to arrive at your log in screen. https://www.townforms.com/FOIADirect-BamstableMA/ Thank you. Town of Barnstable FOIADirect Administrator Please be advised that the Massachusetts Secretary of State considers e-mail to be a public record, and therefore subject to public access under the Massachusetts Public Records Law,M.G.L. c. 66 § 10. 'This electronic message and any files attached hereto could contain confidential or privileged information from the Town of Barnstable Building Department Department. This information is intended to be for the use of the individuals or entities to whom it is addressed only. If you are not the intended recipient, be aware that any disclosure, copying, distribution or use of the contents of this information is strictly prohibited. If you have received this transmission in error, please notify the sender by reply email and destroy all copies of this message." 2 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION e } 7 r,*� Map 1 Parcel �{ Application# Health Division Date Issued «' P� Conservation Division Z� Application Fee Planning Dept. Permit Fee 2C2Q Date Definitive Plan Approved by Planning Board j�alaptcc tc��Q-- Historic - OKH _ Preservation/ Hyannis �rD 41 6 Project Street Address % 9'v/ D Village �L Owner l-� A rL-���{ c �b ` 00 veOAddress ��®a �I,; �� Telephone 9'9 Permit Request P 2 e "i s S 0 v� T 0 uJ 0 vim- V0 r j-5.6 AJ s01 0 1.4 CIO Square feet: 1 st floor: existin g proposed 2nd floor: existing proposed Total new Zoning District Flood Plain X-.a Groundwater Overlay Project Valuation d 9e fdD Construction Type ,c- Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new`rs'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# c� w Current Use Proposed Use _ •� Y tl APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Numbers �' 6 Address A—e_,`L S T License# C 0 Home Improvement Contractor# Email � /V i f' +'T ��e Worker's Compensation # nc so o-c5rB4 6 cS"4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ✓ I CO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED 5 `,MAP/ PARCEL NO. Y ADDRESS VILLAGE r OWNER t f DATE OF INSPECTION: «, i FOUNDATION 1 FRAME ' INSULATION 4 FIREPLACE F ELECTRICAL: ROUGH FINAL ;F r PLUMBING: ROUGH FINAL r . { GAS: ROUGH FINAL FINAL BUILDING } r DATE CLOSED OUT ASSOCIATION PLAN NO. t 1 i 03/21/2016 12:30 17812491849 HARVEV M305 P. 001/002 U:5/Z1/ZUIU 14:41 YA4 1 SUtf '111 :S'Z1'[ wLKVLk 01) IM ► MA1NTREE WHM 10001/001 Town of Barnstable Regulatory Services Richard V.Semi,Director BURding Division Thomas Ferry,CEO Building Com=issioner 2.30 Main Street; Hyan is,MA 02601 wwwe town,barnstabI&w; .w Office: 508-862-4038 FwC 50&790-6230 I1,1roperty Ovmex Must Comjalete and Sign This Section. If Using A:Builder .y k> !d I Yg, -,as Owner of the subjeztpsopexty hereby=&adze 4'r 14 4 F-;:,� 4 to act on may bchA in all.mattes restive to woh.-authorized by ibis bwMing p=*application for (Address of Job) IAP I/ sigaa=e of Date Prat Name If property Owne:is applying for p*Mit piea,;r complete the Homemmers License Exemption Form on the reverse side. Q:\WFB Es1For,NjSNzIdkg pe¢nk f =\Ea'RM.&c lzeviwJ 040215 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional �< for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 0/ c a P /e. ,.I a Date: o 91 - i Property Address: /,F 6 6 e-E-r-,0�5 /,///- --- 0,-V Project: Check one or both as applicable: few construction ❑ Existing Construction Project description: OR 2 cr 4 --,.«. %Ve4 W/0 �O/o ;e ALh ,o >- d � n o £sS E> c £> Ar A/,v - 4i1Zy 4/-/4, d, eJ .6 P .2..e O l'eT.S fu .e oe-F—*-vT'Z.`/ -1vo .4 eqo ,accc5' U 11".4 y MA Registration Number: CS o, Expiration date: -T rs� /� ,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 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 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: Phone number: 574 fj `'i'yf 3'o Z/ Email: Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 i ca. NWEALT-H or. MAOZACMJ M DEEMS DISIOSAL .24 kC=D M WTMM MOVISIOM OF MOIL C40^ MT Tm- MMS j ' L=Cip '-som W DURCO LOCA IQI AC i`Y WSM.ADDRM SM. ' OFPam'AM AST _DAB Required Inspections and Site Review Document As a condition of the building permit the following Inspections and Site Reviews identified by the building official are required for work per the 8th Edition of the 1 V Massachusetts State Building Code, 780 CMR, Section 110 and Chapter 17 Project Title: fl 10/4 Q If " P Date: &49 Property Address: ee pflCS Building Permit No.: Required Ins actions to be P erforii b the 1 u din Official ,6 Inspection, __ % Ins echon = X -Preliminary(prior to start) Roofing System/Attachment Soil/Footing/Foundation Smoke/Heat/Fire Alarm S stem Concrete Slab/Under Floor Carbon Monoxide S stem Flood Elevation/Certificate Sprinkler/Standpipe/Fire Pum 3 -Framing—Floor/Wall/Roof X Fire/Smoke Dampers Lath and Gypsum Board Witness Special Inspections Fire/Smoke Resistant Assemblies Accessibility(521 CMR) )f -Energy Code Inspections Manufactured Building Set Sheet Metal Inspections Other: -Emergency Lighting/Exit Si a e All Means of Egress Com onenets Final inspection X Required Site Review and Documentationfor.rPortions or Phases.of Construction '6'� (to be perfonnW b the appropriate re 'stered design rofessional or his/her desi ee or M.G.L.c ll2§81R,contractor).. . Site Review and Documentation X Site Review and Documentation X Soil condition/analysis/report Energy Efficiency Requirements Footing and Foundation Fire Alarm Installation2 (including reinforcement and foundation attachment Concrete Floor and Under Floor Fire Suppression Installation Lowest Floor Flood Elevation Field Reports 5 Structural Frame—wall/floor/roof Carbon Monoxide Detection S stem Lath and Plaster/Gypsum Seismic reinforcement Fire Resistant Wall/Partitions framing Smoke Control Systems Fire Resistant WaWartitions finish attachments Smoke and Heat Vents Above Ceiling inspection Accessibility(521 CMR) Fire Blocking/Stopping System Other: -Emergency Lighting/Exit Signage Means of Egress Com onenets Other Special Inspections(Section 1704): -Roofing,,coping/System -Venting Systems(kitchen and cleanouts,chemical,fume) Mechanical Systems H1 I _J 1.It is the responsibility of the permit applicant to notify the building official of required inspections(x).Inspection of 780 CMR fire protection systems may be witnessed by the fine official and installation permits are required from the fire department per 527 CMR. 2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13,13R,13D,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.Work shall not proceed,or be concealed,until the required inspection has been approved by the building official,and nothing 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. 7.Rough and/or finish inspections of electrical,plumbing,or sheet metal shall be inspected prior to rough and finish inspections by the building official. I(type or print name) -6//hi 7- Y'r f am the building permit applicant and by entering my name below I attest under the pains and penalties of perjury that I have received this checklist of required inspections and approvals and will copy all individuals with 780 CMR 107 responsibility. q.fG,"T Signature: Phone No.: 4-� 020 Email: y J r-;'14 Signature r tf electronic signature Building Official Use Only Building Official Name: Date: Version 06 11 2013 Construction Control Progress Checklist � To be submitted at completion of required site reviews for y construction progress per the 8`h edition bf the h Massachusetts State Building Code, 780 CMR, Section 107 Project Title: :0 4 Date: 5/,a/1 is Permit No. Property Address: /'86 B.e F£'-os "41lt; t .-._Rd I, //,a MA Registration Number: CS U375"/.3 Expiration date: 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's toeerformed bha appropriate detrofssional or ls/hedsiee oM.G.L. c r Site Review•and Documentation= X• Site Review and Documentation " =X Soil condition and analysis Ener Efficiency Requirements Footing and Foundation,including Reinforcement and Fire Alarm InstallationZ Foundation attachment Yl, Concrete Floor and Under Floor Fire Suppression Installation Lowest Floor Flood Elevation Field Reports' Structural Frame—wall/floor/roof aP Carbon Monoxide Detection S stem Lath and Plaster/Gypsum Seismic reinforcement Fire Resistant Wall/Partitions framing Smoke Control Systems(Special Inspection per Sections 909.3 and 909.18.8) Fire Resistant Wall/Partitions finish attachments Smoke and Heat Vents Above Ceiling inspection Accessibility(521 CMR Fire Blocking/Stopping System Other: Emergency Lighting/Exit Signage 9( Means of Egress Com onenets X 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,13D,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 Observed a: Fe9 el' 4 n9 0 Oa 1LA wt. T o A e e SS y� o e- c-v S r-6 T d t.9 A g LK o VS it ems"14 o CD 7�a t<-( � U' t-� t� ti ` a.Describe in sufficient detail the work(i.e.foundation steel reinforcing,kitchen vent system,etc.)and the location on the project site,and list if applicable,the submittal documents that pertain to the work which was inspected. Enter in the space to the right a"wet"or electronic signature and seal: Phone number: Email: Building Official Use Only Building Official Name: Date: Version 06 11 2013 l 1 CONSTRUCTION CONTROL AFFIDAVIT t PROJECT LOCATION:HA V � �,� f] v S j R 1� H l A PROJECT TITLE: 112 N DY Cf A k2 CA M In accordance 4ith section 116.2.1 of the Massachusetts Building Code, 780 CMR fit''Edition I,Dante F. Montuori, P.E. Massachusetts Registration Registered Engineer#7971 of Sudbury MA hereby certify that I have prepared or directly supervised the preparation of all plans and specifications concerning: C ��q S-T/z v'C T/O c9 F 1 oo p PA 1,J P)(2A P for the above named project and to the best of my knowledge, such plans and specifications meet the requirements of the Massachusetts Building Code, 6`'Edition, acceptable engineering practices. I further certify that I shall perform the necessary professional services and make periodic visits to the site. Signed and sealed this date 3 P�0"OF MgsS9Oy �O DANTE R G f) MONTUORI 4 o STRUCTURAL � Original signature ENO. 7971� u 4 OX- FG/STER�c aQ �SS�ONAL ECG\ Nutter Patrick M. Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com June 6, 2003 #26708-1 Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Harvey Industries - 186 Breed's Hill Road, Hyannis, MA Site Plan Review No. 028-02 Dear Tom: I enclose for your information and review correspondence dated May 28, 2003 from Daylor Consulting Group, Inc. together with a copy of a review site plan referenced therein. You will note four modifications to the plan as described in the Daylor correspondence. I am submitting the enclosed to request administrative approval of these modifications as being in substantial compliance with the approved plans as noted in the correspondence. Should you have any questions, please do not hesitate to contact me. Very truly yours, Pa rick M. Butler PMB:cam cc: Daylor Consulting Group, Inc. Eliza Z. Cox, Esq. 1226569.1 Nutter McClennen & Fish LLP o Attorneys at Law 1513 lyannough Road, P.O. Box 1630 a Hyannis, MA 02601-1630 a 508-790-5400 o Fax: 508-771-8079 o www.nutter.com Daylor Consulting Group Inc. May 28, 2003 Mr. Patrick M. Butler Nutter McLennen&Fish 1513 Iyannough Road,P.O.Box 1630 Hyannis,MA 02601-1630 Dear Mr. Butler: Attached please find copies of a Site As-built Plan depicting the post-construction site conditions at Harvey Industries' facility at No. 186 Breed's Hill Road in Barnstable,MA, for your use. Harvey Industries obtained approval for the site improvements under file no. SPR 028-02 issued the Building Commissioner in May of 2002. Subsequent amendments were approved on June 26, 2002 for parking requirements and minor approved construction changes(revised new exit/entrance area). The improvements depicted on the attached plan have been constructed in substantial compliance with the approved plans,with the following exceptions: • The handicap access ramp shown on the approved building plans has not been constructed, since there was no work performed inside the existing building structure. • Nine(9) of the employee designated parking spaces depicted on the original plan at the west side of the front parking lot have been relocated into the back of the yard area. The relocation of the parking spaces have eliminated double parking and a substantial amount of mature vegetation was saved. The 39 total number of parking spaces provided is in compliance with the approved plans. • The island and gate configuration at the entrance to the yard area has been modified to provide better surface drainage. • The dumpster pad and enclosure has not been constructed at this time. Trash collection at the facility will be provided by closed containers and the yard area is confined to access by employees only. Should you have any questions or comments,please do not hesitate to call me at 781-884 2532. Very truly yours, Daylor Co s lting roup,Inc. Zolt Juhasz, Dir or of Eng ering Enclosure: Site As-built Plan Ten Forbes Road Braintree/MA 02184 781 849 7070 Job Number: 1826 FAX 849 0096 admin@daylor.com TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map, ✓ Parcel C/J ASTABLE Permit# _17 ra 3 Health Division r�/�7'� 1 (E- Date Issued Conservation Division ?n ' NPR 23- �� 21 Application Fee Tax Collector �___._._ Permit Feeo Treasurer `�- 1� lSt' ON A �® f �0 Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address CT& 8 Im" 14 i t.,& Q_ S Village -- C��c-t��; --17 [e� Owner _ �-li a �f�.�t i iv n Address 14 oa Telephone �47-rd -) 7 S -7? 8<c Permit Request n.oDg-E- �2 S- ( is T I"� 7rt-� c✓o,u �:..s Boa <L t' 499-C 5r I-`-L- naf&.2 4-04 yOLzSIX A94)�N Square feet: tst floor: existing W 14- proposed P/ 2nd floor: existing N-154 proposed N Total new N-A, Zoning District Flood Plain Groundwater Overlay Project Valuation;1KO&O Construction Type 4 Lot Size Grandfathered: ❑Yes Ca No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Co F,e ,ca Age of Existing Structure C3 If e5 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full 0 Crawl 0 Walkout ❑Other__ 9" B 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 ❑Elecfric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:O existing ❑new size Pool: 0 existing ❑new size Barn:O existing ❑new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial WYes O No If yes, site plan review# Current Use jA_2 i-f o e.,- g Proposed Use w i+tj BUILDER INFORMATION Name I r eti« f_w_s Telephone Number S o fl G-V a 9/ 6 14 Address 3 License# ® � V-1-A, ^./IV Pc A Home Improvement Contractor# o I9'7 IS' Worker's Compensation# Uf— `7Lf"6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7-4-L,"rox_, A-¢4240 « SIGNATURE DATE All n FOR OFFICIAL USE ONLY j PERMIT NO. DATE ISSUED MAP/PARCEL NO. t ADDRESS - VILLAGE A OWNER _ ! DATE OF INSPECTION: " FOUNDATION FRAME Ar/el-V INSULATION r FIREPLACE , ELECTRICAL: ROUGH FINAL t. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL • FINAL BUILDING r. DATE CLOSED OUT ASSOCIATION PLAN NO. I 0 COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 Alterations/Renovations $50.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0061= ALTERATIONS/RENOVATIONS OF EXISTING SPACE V S, o® C) 2 0 >• C/o square feet X$96/sq.foot= 2Co�X.0061= RCO STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X.0061 Commprojoost RP ]LULL- MSIE U CONTRACTORS o DESIGN / BUILD N C 0 R P 0 R A T E D o CONSTRUCTION MANAGEMENT 38 MAIN ST. o P.O. BOX 742 e BOYLSTON, MA 01505 508-869-6501 FAX 869-6629 o Email: rpmasiello@rcn.com December 11, 2002 Mr. Thomas Perry 4 l Building Commissioner Town Office Building 200 Main Street Hyannis, MA 02601 Dear Thomas: Thank you for allowing us to start the erection of the structural steel for the Harvey Industries, Breeds Hill Rd. warehouse addition as we await the architect's completion of the mechanical and electrical drawings. Due to the illness of the architect's electrical engineer, the complete package of required drawings will not be ready until December 23rd or 20. I will promptly submit the plans and associated permit fee to your office as soon as I receive them.. Again, thank you for your consideration. Sincerely, William J. Babin, Project Mgr. w R.P. Masieilo, Inc. WJB/kjl ...tI lfaa+�r"' ti4 .+ ,� I.x r .S .) .hx t� r f r. .a�t l� i. •'f ?•.'.1 '��. - .. y ' ...ir ..r. .n� - a. .. .. _ _ .tee a _ ''7 f • PC TOWN OF BARNSTABLE BUILDING PERMIT APPLICATI Map' Parcel 0 ,C7 q 0 D S Permit# Health Division4- Date Issued Conservation Division /"a s G� Application Fee Tax Collector L — /( I Permit Fee Treasurer L< I_ I O R APPLICANT MIDST OBTAIN A SEWER Planning Dept. CONNECTION PERMIT FROM THE Date Definitive Plan Approved by Planning Board ENGINEERING DIVISION PRIOR TOCONSTRUCTIOX Historic-OKH Preservation/Hyannis Project Street Address 186 Breads H,11 RCad Village TQ�-�•s P _ Owner ' Trdisb70-3 Address 1400 Main St'' �bltban' M Telephone 781-398-7800 Permit Request d metal 1Ad>M ward-um ad3itkn and self stwdim CpEn staaga shed Square feet: 1 st floor: existing 17.500 proposed 9,850 2nd floor: existing proposed Total new Zoningg Diistrictt r';mi� Ir�st• Flood Plain M Groundwater Overlay ., Pojecl Dalluation Construction Type Lot Size 119,169 Sq. Ft. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) = Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: O 1'es i�0 No Basement Type: ❑Full ❑Crawl ❑Walkout M Other NME?/ 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: 51 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Ill 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 C BUILDER INFORMATION Name R.P. Masiell0, Im. Telephone Number 508-869-6501 Address PO Bcm 742, 38 Main Sb:ee License# C9081062 Boostrn, ram, 01SM Home Improvement Contractor# Worker's Compensation# wl'1547018504 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO B•F•I•, South Yarnurth SIGNATURE �// xx .G� 4-.,, , DATE A r FOR OFFICIAL USE ONLY PERMIT NO. f DATE ISSUED MAP/PARCEL NO. ADDRESS z VILLAGE OWNER i DATE OF INSPECTION:;6- ` O K I.v z L FOUNDATION1�fili � �� 11SId 3 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH - FINAL GAS: ROUGH FINAL } FIN_AL BUILDING- ',ES Fi,✓ Q k �Q rr, !#. , .j 4 DATE CLOSED OUT ASSOCIATION PLAN NO. t- PROJECT ° NAME: ADDRESS: ( Yee (04Y - PERMIT# Up SC3I DATE: M/P: l - AA5 LARGE ROLLED PLANS ARE IN: BOX �O SLOT DATE: 1 'k ,t q/wpfiles/archive :BARKER STEEL COMPANY, INC. 55 Sumner Street TEL 508 473-8484 CERTIFICATE OF COMPLIANCE Milford, MA 01757 FAX 508 473-8512 Barker Contract#: 10009406 Project: HARVEY WAREHOUSE'FAC. I Sh pped'From:Westfield I BOL:051027-WES Shipped%Date 11/20/2002 Ship Via: BARKER TRUCKING Sold To: R.P. MASIELLO INC.: 38 MAIN STREET s�rtiWeight P.O. BOX 742 i 00001 t" ' FOUNDATION ADDITION 9861 Lbs. BOYLSTON, MA 0,1505 } t i Ship To: � f 1tirl 186 Breed's Hill Road r ifi ; Off Independence Dr b f, ', s° �!rAt ;rk ; Hyannis, MA s !_. .;. Size Weight 'Grade Supplier Heat #Yield Tensile Eing% Bend C Mn P S Coater Batch Cr 3" 133 60 1 Co Steel N29659 69880 105218 10.0 OK AI .86 .026 .039 W55;69� f3 133 60 Co Steel N29660 70885 110673 12.0 OK .41 .95 .024 .049 W55,69 14 27 60 1 NucorSteel P6658 66730 104430 16.3 OK .42 1.15 .015 .058 W5835 i4 27 60 NucorSteel _ P6659 65700 103070 11.3 OK .43 1.15 .017 .056 W5835 A 27 60 NucorSteel P6661 61810 96590 12.5 OK .41 1.16 .016 .050 W5835 '5. ' I 1037 60 AmeriSteel C2-6204 66570 101900 13.0 OK .40 .97 .010 .040 W5834 ';5 1037 60 AmeriSteel C2-6205 72730 105500 13.0 OK .38 .92 .010 .040 W5834 5 1037 60 AmeriSteel C2-6206 67140 100500 14.0 OK .39 1.01 .020 .040 W5834 5 1037 60 AmeriSteel C2-6207 68130 101000 11.0 OK .38 .88 .010 .040 W5834 5 1037 60 AmeriSteel C2-6208 64100 97020 13.0 OK .39 .89 .010 .040 W5834 i5 1037 60 AmeriSteel C2-6210 68160 100000 12.0 OK .43 .91 .010 .040 W5834 '!6 1098 60 NucorSteel P6854 63100 100700 13.0 OK .39 1.14 .015 .052 W5856 j 6 1098 60 NucorSteel P6866 61520 100310 11.3 OK .42 1.10 .010 .051 W5856 7 114 60 NucorSteel P6116 68500 108600 8.8 OK .43 1.10 .020 .050 W5822 yy 7 ' 114 60 NucoiSteel P6117 62600 102300 11.3 OK .42 1.10 .014 .050 W5822 o t7 'T i 114 60 NucorSteel P6118.1 68000 102600 11.3 OK .42 1.08 .016 .054 W5822 7 asrtli4 y 60 NucorSteel P6120 62200 98100 15.0 OK 42 1.06 .014 .050 W5822 N 18g ; 1��,212 60 SMI Steel -- 45186 73500 102400 14.0 OK .38 .90 .009 .033 I; teW,5778 7; tStal,zr8f �t �21'2 ` 60 `_ SMIsSteel 45188 68300 100500 17.0 OK .39 .89 .010 .027 r'W5778 u ,�r8+ ry 1212 60 SMI Steel 45259 74100 103800 10.0 OK .42 .90 .007 .030 °W5778 a 4 `t 1F a ilm r� dal x t fo r i3 a rBARI�R'STEEL!certifies that the above material conforins'to all current job plans and specifications. We certify that all manufacturing processes for this steel have occurred in the United States. - ED BY-1. RECEIVED ' 1 BRIGGS Briggs Engineering & Testing A AVlsloN of PK.Assocrarss,hvc. November 29, 2002 Briggs#21652 R.P. Masiello, Inc. 38 Main Street P.O. Box 742 Boylston, MA 01505 Attn: Mr. Bill Babin RE: Analysis of Soil Samples obtained from the Harvey Industries Project in Hyannis, Ma. (M-9766,M-9767) Mr. Babin : Laboratory analysis of your samples tested at our Rockland facility has been conducted, please see the enclosed results. If you have any questions or if I can be of further service to you, please feel free to contact me at your convenience. Very truly yours, BRIGGS ENGINEERING &TESTING A Division of PK Associates, Inc. Mark D. Lie ert Laboratory Director Construction Technology Division Enclosures: Laboratory Results Cc: Dion& Sokol, Inc. 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 r a `Out\S BRIG Brigg-s Engineering & Testing A DIVISION OF PK ASSOCIATES,INC. Vt. November 29, 2002 Briggs # 21652 R.P. Masiello, Inc. 38 Main Street P.O. Box 742 Boylston, MA 01505 Attn: Mr. Bill Babin EVALUATION OF SOIL HARVEY INDUSTRIES f HYANNIS, MA. REFERENCE NUMBER M-9766 SPECIMEN One sample of Gravelly Sand obtained from the site. Sample was reported to be from the north side of The site. METHOD OF ANALYSIS Maximum Density tested in accordance with ASTM Standard Test Method D 1557,Method C, four-point procedure, and ASTM D 4718. RESULTS PROCTOR Maximum Dry Density (pcf) 119.0 Optimum Moisture (%) 7.9 Oversize Correction (%) N/A REMARKS The proctor results are for use in comparing actual in-place density tests. Respectfully submitted, BRIGGS ENGINEERING & TESTING A Division of PK Associates, Inc. A iz�zl Mark D. Liebert Laboratory Director Construction Technology Division FnrUycures• graph - - - 100 Weymouth Street-Unit BA 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 l .. a BRIGG'S - Briggs Engineering & Testing A Division of PK Associates,Inc. Pro'ect: Harvey Industries Hyannis Sam le no. M-9766 Date: 1 1 /26/02 Moisture / Density Relations Curve 120 119ZZ 3 a 118 117 5 6 7 8 9 10 11 Moisture % Max. Dry Unit Wt. Optimum Moisture Oversize Corr. Corrected Uncorrected 119.0 pcf 7.9 % N/A ria N16 BRIO Briggs Engineerin-g & Testing V A DIVISION OF PK ASSOCIATES,INC. November 29, 2002 Briggs # 21652 R.P. Masiello, Inc. 38 Main Street P.O. Box 742 Boylston, MA 01505 Attn: Mr. Bill Babin EVALUATION OF SOIL HARVEY INDUSTRIES / HYANNIS, MA. REFERENCE NUMBER M-9767 SPECIMEN One sample of Gravelly Sand obtained from the site. Sample was reported to be from the south side of The site. METHOD OF ANALYSIS Maximum Density tested in accordance with ASTM Standard Test Method D 1557,Method C, four-point procedure, and ASTM D 4718. RESULTS PROCTOR Maximum Dry Density (pcf) 115.4 Optimum Moisture (%) 10.3 Oversize Correction (%) N/A REMARKS The proctor results are for use in comparing actual in-place density tests. Respectfully submitted, BRIGGS ENGINEERING & TESTING A Division of PK Associates, Inc. 21 Mark D. Liebert Laboratory Director Construction Technology Division Enclosure�:graph 100 Weymouth Street- Unit B-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 .= : . tit BRIGGS_ " ' BriggvEngineering &Testing - - --A Division of PKAssociates,Inc. 7Pr.61ect: Harvey Industries Hyannis- --... Sam `le no. M-9767 Date.:- 1 1 /26/02 Moisture / Density Relations Curve 116 000 115 Hill a+ 3 114 c a. �. G 113 112 111 5 6 7 8 9 10 11 12 13 Moisture % Max. Dry Unit Wt. Optimum Moisture Oversize Corr. Corrected Uncorrected 115.4 pcf 10.3 %, N/A JDM FIRE PROTECTION DESIGN =` q '*_-(lk = Po�oasset, x HY DRAUL'"l- C CAL `CULAT I0N S C 0_.V E R, S H E E j,1 ¢w Harvey Industries Breeds Hill Road Hyannis,. MA (Addition) 11/30/02 ., R S U P P L Y- = STAT-IG-PRE-SSUR&— (psi) _67 -- ------- RESIDUAL PRESSURE (psi) RES I DUAL FLOW_ (gpm) 14 5 B 0 O'-S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R r.N K L E R S - `MAXIMUM SPACING OF SPRINKLERS - - (ft) 9.75 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10.83 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .247 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .247 gpm/sq. ft. FOR A DESIGN AREA OF 2600 SQ. FT. OF FLOOR AREA ^� THIS SYSTEM OPERATES AT A FLOW OF 755.34 gpm AT A PRESSURE OF 48.11 psi AT THE BASE OF THE RISER (REF. PT. 3) - PIPES USED FOR THIS SYSTEM 101 CAST IRON CEMENT LINED (150) " y 001 SCHEDULE 40 o�d 002 SCHEDULE 10 � cP�HOf s`p� p CURTIS G. FIRE P QT RAND JDM FIRE PROTECTION D.ESIGN.,. - Hae `'Industries_Breeds Hill Road Hyannis, MA ��(Addition) " 11-/30/02 ry y:� Y .: - - ` -- AGE HYDRAULIC CALCULATIONS AT SPECIFIED 'DENSITY _.._..._ _.. .�._' THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] yTEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE__'. ft gpm Psi 110 8.10 16.59 35.33 19.02 111 8.10 16.59 35.02 18.69 112 8.10 16.59 34.95 18.62 113 8.10 17.81 32.78 16.37 114 8.10 17.81 32.51 16.10 115 8.10 17.81 32.4!3 16.05 116 8.10 19.03 30.78 14.44 117 8.10 19.03 30.53 14.21 118 8.10 19.03 30.46 14 .14 119 8.10 20.24 34.14 17.76 120 8.10 20.25 29.26 13.04 121 8.10 20.25 28.99 12.81 122 8.10 20.25 28.90 12.73 123 8.10 21.46 32.92 16.51 124 8.10 21.47 28.08 12.02 125 8.10 21.47 27.80 11.78 126 8.10 21.47 27.68 11.68 127 8.10 22.68 32.07 15.67 128 8.10 22.69 27.15 11.24 129 8.10 22.69 26.85 10.99 130 8.10 22.69 26.71 10.88 - 131 8.10 23.90 31.46 15.08 132 8.10 23.91 26.37 10.60 133 8.10 23.91 26.06 10.35 134 8.10 23.91 26.08 10.37 THE SPRINKLER SYSTEM FLOW IS 755.34 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 400.00 gpm [ J THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 100.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.247 gpm/sq. ft. THE FOLLOWING 'PRESSURES & FLOWS OCCUR ---> AT 'REF. PT. 1 <--- -JDM`FIRE- PROTECTION _.DESIGN_ ' Harvey Industries Breeds -Hi111-.Road'Hyannis, MA (Addition) 11/30/02' —— - - PAGE 2 STATIC PRESSURE 67:00 psi__ RESIDUAL PRESSURE 65.00 psi AT 1450.00 gpm TOTAL SYSTEM FLOW 1255.34 gpm AVAILABLE PRESSURE- 65.47 psi AT 1255.34 gpm OPERATING PRESSURE— 56.14 psi AT 1255.34 gpm PRESSURE REMAINING 9.33 psi THE ABOVE RESULTS INCLUDE ~ 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER - [ J METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE 1 l !JDM FIRE PROTECTION-DESIGN Harvey_Industries Breeds.Hill Road Hyannis, MA T(,Addition)" 11-%30102_ -; PAGE 3 FITTING 7.Equivalent Length per NFPA 13-1994, 6- 4.3 = "-'Indicates-'Equivalent Length. 'T' Indicates Threaded 'Fitti-ng 1=45 Elbow, 2-90 Elbow,_ 3='T'/Cross, 4=Butterfly Valve,: 5--Gate -Valve,- 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM-_ TO DIFF _ (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2- 855.34..,200.00- 22235 103-77 140 101 7.9B0 0.005 0.433 56.14 54.12 1.59 2 3 855.34 8.00 2 13.00 120 1 7.981 0.007 0,.8b7 54.12 48.11 5.15 3 6 755.34_ 4.00 ._ 2 10.00 120 1 6.065 0.021 0.0"GO 48.11 47:81 0.29 6 7 755.34 2.00-- 356 75.43 120 2 6.357 0.017 0.861 47.81 45.65 1.30 7 98 755.34 11.34 0 0.00 120 2 6.357 0.017 4.914 45.65 40.49 0.25 98 99 755.34 100.83 22 25.10 120 2 6.357 0.017 0.000 40.49 38.38 2.11 99 100 755.34 89.83 3 21.12 120 2 4.260 0.118 0.000 38.38 25.34 13.04 100 101 624.76 10.83 0 0.00 120 2 4.260 0.083 0.00.0_. 25.34 24.48 0.86 101 102 415.01 10.83 0 0.00 120 2 4.260 0.039 0.000 24.48 24.06 0.42 102 103 207.25 10.83 0 O.QO ' 120 2 4.260 0.011 0.000 24 .06 23.96 0.10 100 119 130.59 32.25 23 14.76 120 2 2.157 0.125 1.690 25.34 17.76 5.89 101 110 209.75 3.00 23 14.76 120 2 2.157 0.301 0.108 24.48 19.02 5.35 102 111 207.76 3.00 23 14.76 120 2 2.157 0.296 0.108 24.06 18. 69 5.26 103 112 207.25 3.00 23 14.76 120 2 2.157 0.295. 0.108 23.96 18..62 5.23 110 113 174.42 9.75 0 0.00 120 2 2.157 0.214 0.529 19.02 16.37 2.12 111 114 172.74 9.75 0 0.00 120 2 2.157 0.210 0.529 18.69 16.10 2.06 112 115 172.30 9.75 0 0.00 120 2 2.157 0.209 0.529 18.62 16.05 2.03 113 116 141. 65 9.75 0 0.00 120 2 2.157 0.146 0.529 16.37 14 .44 1.40 114 117 140.23 9.75 0 0.00 120 2 2.157 0.143 0.529 16.10 14.21 1.37 115 118 139.84 9.75 0 0.00 120 2 2.157 0.142 0.529 16.05 14.14 1.38 116 120 110.86 '9.75 0 0.00 120 2 2.157 0.092 0.529 14.44 13.04 0.87 117 121 109.70 9.75 0 0.00 120 2 2.157 0.091 0.529 14.21 12.81 0.87 118 122 109.38 9.75 0 0.00 120 2 2.157 0.090 0.529 14.14 12.73 0.88 119 123 96.45 9.75 0 0.00 120 2 2.157 0.071 0.529 17.76 16.51 0.72 120 124 81.61 9.75 0 0.00 120 2 2.157 0.052 0.529 13.04 12.02 0.50 121 125 80.70 9.75 0 0.00 120 2 2.157 0.051 0.529 12.81 11.78 0.51 122 126 80.47 9.75 0 0.00 120 2 2.157 0.051 0.529 12.73 11.68 0.53 123 127 63.53 9.75 0 0.00 120 2 2.157 0.033 0.529 16.51 15.67 0.31 124 128 53.53 9.75 0 0.00 120 2 2.157 0.024 0.529 12.02 11.24 0.25 125 129 52.91 9.75 0 0.00 120 2 2.157 0.023 0.529 11.78 10.99 0.26 126 130 52.79 9.75 0 0.00 120 2 2.157 0.023 0.529 11.68 10.88 0.27 127 131 31.46 9.75 0 0.00 120 2 2.157 0.009 0.529 15.67 15.08 0.06 128 132 26.37 9.75 0 0.00 120 2 2.157 0.006 0.529 11.24 10.60 0.11 129 133 26.06 9.75 0 0.00 120 2 2.157 0.006 0.529 10.99 10.35 0.11 130 134 26.08 9.75 0 0.00 120 2 2.157 0.006 0.629 10.88 10.37 -0.02 A MAX. VELOCITY OF 18.41 ft./sec. OCCURS BETWEEN REF. PT. 101 AND 110 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S..A. 1NATEROPPLYfDEM,�ND GRAPH ` . _ } � Havey Indusknes Breeds Hdl Road Hyanni' MA� (Ad�itianj11�f30f02 �150 w 140 as a„ r u i ra sMPA ry� MET c`T` 2 �100 0o fi E 9000 .00 µ U 60.00 R 50.00 _ 30.00UR � . 20.00 10.00 _.,. 0.00 0 500 lobo 1500 2000 Supply: 65.00 psi @ 1450.00 gpm Demand: 56.14 psi 1 255. 4 9Pr:I FLOW ? JDM. FIRE PROTECTION -DESIGN Pocasset, MA < . = - ' � ``H :Y D R A U L I C CAL C U- L A, T: I�ON�S *. •s_ C 0 V E R S-H E--E T Harvey Industries Breeds Hill Road Hyannis, MA (Exist Warehouse) 11/30/02=` - W A-T E R S U P P 1Y— _ STATIC PRESSURE (psi) 67 = -- -- -------- RESIDUAL PRESSURE (psi) 65 RESIDUAL FLOW . (gpm) 1450 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P RBI N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 8 MAXIMUM SPACING OF SPRINKLER LINES (ft) 8.75 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .495 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .495 gpm/sq. ft. FOR A DESIGN AREA OF 2000 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 1036.75 gpm AT A PRESSURE OF 42.37 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM 101 CAST IRON CEMENT LINED (150) 001 SCHEDULE 40 00.2. SCHEDULE. 10 ��ptSH OFF ® O CURTIS s9�, ®p Rgryurn d FIRE PROTECTION ` o.21344 m JDM FIRE PROTECTION DESIGN'` _ L Harvey Industries Breeds Hill Road HyannMA (Exist Warehouse)11/30/02F; ------ ... .�. wtiw tiNtitiNNtititititiNtitir�.tititi - - ti wr ti ti ti SPRINKLER SYSTEM- ANALYSIS TO-SHOWeTHE MAXIMUM DENSITY AVAILABLE " WITHHERO PRE SSUKE `REMAINING THE FOLLOWING"SPRINKL-ERS-ARE:OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] _ TEST AREA 3 [X] REMOTE AREA _ Elevation of sprinklers = Elevation above water test. REF: -PT. K ELEV. FLOW PRESSURE - ft gpm psi 52 8.10 28.11 42.45 27.46 53 8.10 29.08 41.57 26.34 54 8.10 29.08 41.34 26.05 w 55 8.10 28.11 41.64 26.42 56 8.10 27.14 42.00 26.89 57 8.10 26.17 42.51 27.54 58 8.10 25.20 43.31 28.58 62 8.10 29.11 42.18 27.11 63 8.10 30.08 41.30 26.00 64 8.10 30.08 41.02 25.64 65 8.10 29.11 41.31 26.01 66 8.10 28.14 41.69 26.48 67 8.10 27.17 42.19 27.13 68 8.10 26.20 42.99 28.17 72 8.10 29.11 42.16 27.09 73 8.10 30.08 41.29 25.98 74 8.10 30.08 41.00 25.62 75 8.10 29.11 41.30 26.00 76 8.10 28.14 41.67 26.46 77 8.10 27.17 42.18 27.11 78 8.10 26.20 42.98 28.15 82 8.10 29.11 42.16 27.09 83 8.10 30.08 41.29 25.98 84 8.10 30.08 41.00 25.62 85 8.10 29.11 41.30 25.99 86 8.10 28.14 41.66 26.45 87 8.10 27.17 42.17 27.10 88 8.10 26.20 42.97 28.14 93 8.10 26. 19 47.50 34.38 THE SPRINKLER SYSTEM FLOW IS 1220.13 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 400.00 gpm [ ] THE INSIDE HOSE ( ) RACK SPKLR'S. � .l YARD HYDT_ FLOW IS 100_DD gpm r `JDM FIRE PROTECTION DESIGN - b _ .' ':..r"�8F!i7f:-v."v'fz--8.zC..-.d'-:.',. .. _ r - .F'.kYY�_1! $:iiP+. ?• ,r� .s. i .. iHarvey, Industries Broods Hill Road Hyannis, MA,-.,(Exist Warehouse) 11/30%02 PAGE-- 2 _ F~ __ ___ THE MINIMUM ENSITYPROVIDED BYTHIS~SYSTEM~ ~IS~ 'gpm/sq. : ,_ THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC- PRESSURE 67.00 psi RESIDUAL PRESSURE__ 65.-0-0- psi -- AT 1450.00 .gpm,. ._. TOTAL SYSTEM• FLOW 1720.13 gpm AVAILABLE PRESSURE 64.26 psi AT 1720.13'gpm' OPERATING PRESSURE - 64.26 psi AT 1720.13 gpm PRESSURE REMAINING 0.00 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER w[ ] METER [ �. DETECTOR CHECK VALVE [ ] OTHER DEVICE „ JDM FIRE PROTECTION DESIGN ' --- garvey Industries :Breeds Hill Road Hyannis, MA (Exist Warehouse)'11/30/02 r kv � _ PAGE -3 _ HYpRAULIC~CALCULATIONS AT SPECIFIED?DENSITY ~ THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ J TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA"=3 [X] REMOTE AREA Elevation of sprinklers = Elevation abov6water test. REF. PT: K ELEV. FLOW PRESSURE ft gpm psi 52 8.10 28.11 36.08 19.84 53 8.10 29.08 35.22 18.91 54 8.10 29.08 35.02 18.69 . 55 8.10 28.11 35.38 19.08 56 8.f0 27.14 35.76 19.49 57 8.10 26.17 36.3(f 20.08 58 8.10 25.20 37.11 20.98 62 8.10 29.11 35.77 19.50 63 8.10 30.08 34.91 18.57 64 8.10 30.08 34.66 18.31 65 8.10 29.11 35.03 18.70 66 8.10 %28.14 35.41 19.11 67 8.10 27.17 35.94 19.68 68 8.10 26.20 36.75 20.58 72 8.10 29.11 35.76 19.49 73 8.10 30.08 34.90 18.56 74 8.10 30.08 34 .65 18.30 75 8.10 29.11 35.02 18.69 76 8.1-0 28.14 35.40 19.10 77 8.10 27.17 35.93 19.68 78 8.10 26.20 36.72 20.55 82 8.10 29.11 35.75 19.48 83 8.10 30.08 34.89 18.55 84 8.10 30.08 34.65 18.30 85 8.10 29.11 35.01 18.68 86 8.10 28.14 35.41 19.11 87 8.10 27.17 35.94 19.68 88 8.10 26.20 36.72 20.54 93 8.10 26.19 40.65 25.18 THE SPRINKLER SYSTEM FLOW IS 1036.75 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 400.00 gpm [ ] THE INSIDE HOSE [ } RACK SPKLR'S. [ ) YARD HYDT.. FLOW IS 10D_00 gpm I JDM--FIRE PROTECTION DESIGN Harvey Industries Breeds _H11' Road Hyannis, MA (Exist .Warehouse) 11/30/02 PAGE 4 .. _ THE MINIMUM DENSITY PROVI D BY THIS SYSTEM IS 0.495 gpm/sq ' ft. THE FOLLOWING PRESSURES & FLOWS OCCUR => AT REF. PT. 1 <--- STATIC PRESSUfkE -" }67.00 psi --- RESIDUAL PRESSURE 65.00 psi AT 1450.00 gpm TOTAL—SYSTEM FLOW —153:6:75 gpm — ---- ,�, ---- - AVAILABLE PRESSURE 6.4.77 psi AT 1536.75 gpm OPERATING PRESSURE —51.60 psi AT 1536.75 gpm PRESSURE REMAINING - 13..17 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ J DETECTOR CHECK VALVE J OTHER DEVICE JDM_ FIRE=PROTECTIONDESIGN b. Harvey Industries Breeds Hill Road Hyannis`; MA` .(Exi-sit�Warehouse) 11/30/02 -- PAGE 5 s _ N FITTING-Equivalent- Length per 'NFPA. 13 1994,~6-4.3 ` -Indicates Equivalent Length. "T'-Tndicates :.Threaded Fitting 1 "45_ Elbow;_ 2=90 elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check .Valve. FROM TO FLOW -PIPE FITS EQV. H-W PIPE„ DIA. FRIC.- ELEV. FROM TO DIFF' (gpm) (-fz) (ft) C:TYPE.. .(in) (Psi) (Psi) (Psi) - .(Psi) _.(Psi) _.1.--, .2 113 6.75-2-0-0-.0-0- 22235 103.77_ 14 0 - 1 01--.-m.7,980 0:0-0-9-0.4-33-" 51.60 48.48-___.2.6 9: 2 : 3 1136.75 8.00 2 13.00 120 1 7,.981 0.012 0.867 48.48 42.37 } 3 4 1036.75 4.00 256 45.00 120 1 *6.065 0.038 0.867 42.37 39.65 "`185 4 11 1036.75 22.76 22 25.10 120 2 6:357 0.030 7.696 39.65 30.51 1.44 11 12 982.83 8.63 0 0.00 120 2 6.357 0.027 0.000 30.51 30.28 0.23 12 13 930.80 8.63 0 0.00 120 2 6..357 0.025 0.000 30.28 30.06 0.21 13 14 880.46 8.63 0 0.00 120 2 6.357 0.022 0.000 30.06 29.87 0.19 14 15 831.64 8.63 0 0.00 120 2 6.357 0.020 0.000 29.87 29.70 0.17 15 1.6 784.16 8.63 0 0.00 y,-120 2 6.357 0.018 0.000 29.70 29.53 0.17 16 17 737.28 8.63 0 0.00 '120 2 6.357 0.016 0.000 29.53 29.43 0.10 17 18 691.13 8.63 0 0.00 120 2 6.357 0.014 0.000 29.43 29.30 0.13 18 19 645.92 8.63 0 0.00 120 2 6_357 0.013 0.000 29.30 29.17 0.12 19 20 601.48 8.63 0 0.00 120 2 6.357 0.011 0.000 29.17 29.08 0.10 20 21 557.47 8.63 0 0.00 120 2 6.357 0.010 0.000 29.08 28.99 0.09 21 22 506.68 8.63 0 0.00 120 2 6.357 0.008 0.000 28.99 28.92 0.07 22 23 379.00 8.63 0 0.00 120 2 6.357 0.005 0.000 28.92 28.88 0.03 23 24 (252.65 8.63 0 0.00 120 2 6.357 0.002 0.000 28.88 28.86 0.02 24 25 126.33 8.63 0 0.00 120 2 6.357 0.001 0.000 28.86 28.85 0.01 31 32 53.91 8.63 0 0.00 120 2 6.357 0.000 0.000 27.03 27.02 0.01 32 33 105.95 8.63 0 0.00 120 2 6.357 0.000 0.000 27.02 27.00 0.02 33 34 156.29 8.63 0 0.00 120 2 6:357 0.001 0.000 27.00 26.98 0.02 34 35 205.11 8.63 0 0.00 120 2 6.357 0.001 0.000 26.98 26.86 0.12 35 36 252.59 8.63 0 0.00 120 2 6.357 0.002 0.000 26.86 26.84 0.02 36 37 299.46 8.63 0 0.00 120 2 6.357 0.003 0.000 26.84 26.82 0.03 37 38 345.61 8.63 0 0.00 120 2 6.357 0.004 0.000 26.82 26.78 0.03 38 39 390.83 8.63 0 0.00 120 2 6.357 0.005 0.000 26.78 26.74 0.04 39 40 435.27 8.63 0 0.00 120 2 6.357 0.006 0.000 26.74 26.69 0.05 40 41 479.28 8.63 0 0.00 120 2 6.357 0.007 -0.425 26.69 27.05 0.06 41 42 489.41 8.63 0 0.00 120 2 6.357 0.007 -0.429 27.05 27.42 0.06 42 43 366.21 8.63 0 0.00 120 2 6.357 0.004 0.433 27.42 26.94 0.04 43 44 244.10 8.63 0 0.00 120 2 6.357 0.002 0.000 26.94 26.91 0.04 44 45 122.04 8.63 0 0.00 120 2 6.357 0.001 0.000 26.91 26.90 0.00 11 31 53.91 113.50 2233 29.52 120 2 2.157 0.024 0.000 30.51 27.03 3.48 12 32 52.04 113.50 2233 29.52 120 2 2.157 0.023 0.000 30.28 27.02 3.26 13 33 50.34 113.50 2233 29.52 120 2 2.157 0.021 0.000 30.06 27.00 3.06 14 34 48.82 113.50 2233 29.52 120 2 2.157 0.020 0.000 29.87 26.98 2.90 15 35 47.48 113.50 2233 29.52 120 2 2.157 0.019 0.000 29.70 26.86 2.84 16 36 46.88 113.50 2233 29.52 120 2 2.157 0.019 0.000 29.53 26.84 2.69 17 37 46.15 113.50 2233 29.52 120 2 2.157 0.018 0.000 29.43 26.82 2.61 18 38 45.22 -113.50 2233 29.52 120 2 2.157 0.018 0.000 29.30 26.78 2.51 19 39 A-4.44 113 50 2233 2.9.52 120. 2 2._15.7 •0..017 0.000 29..17 26_74 2.=43. JDM- FIRE PROTECTION pEBIGN �._: ��.� - � ,.,7��m ��ayi��. -.; '.. - �z a � -s cam, ��_•:.-�. -- ..__. Harvey Indditries�fiir_e&&rll Hill Road Hyannis, 30/02 MA (Exist Warehouse -- r -w _ - -PAGE 6 - _ -- --------- �= -FITTING -Equivalent Length per�,NFPA -A� ;1994, Iiidicates 'Equivalent Length. 'T' Indicate.'s`°Threaded' Fitting 1=45 ,Elbow, 2-90:-Elbow, 3='-T-'/Cross, 4=Butterfly Valve,-. 5=Gate_Valve, 6=Swing Check Valve FROM TO FLOW PIPE F-ITS___-EQV. H-W PIPE DIA. FRIC_ ELEV. FROM TO DIFF - T.gpm) If (ft.) C TYPE _(,in.) (.psi_)., (psi.) (Psi) (Psi) (psi) N- -M1N~ 20 40-- .44.-01-�-113.50 2233 29.52 120 2 _�2-.157•- 0 017--0 000 29.08 26.69 2.39 23 60 126.35 25.50 23 14 -76 120 2 -2..157` °0.118: ; 1..911 28.88 22.23 4.74 60 61 126 35 8._00 0 0.00 120 2 2.157 :__0.118`_ 0.420 22.23 20.87 0.94 61 62 126.35 8:00 0 0.00 120 2 2.157 0.118- 0.420 20.87 19.50 0.94 62 63 90.58 8.00 0 0.00 120 2 2.157 0.064 0.420 19.50 18.57 0.51 63 64 55.67 8.00 1 2.21 120 2 2.157 0.026 0.000 18.57 18.31 0.27 64 65 21.00 8.00 0 0.00 120 2 2.157 0.004 -0.420 18.31 18.70 0.03 65 66 -14.02 8,00 0 0.00 120 2 2.157 0.002 --0-..420 18.70 19.11 0.01 66 67 -49.43 8.00 0 0.00 J 20 2 2.157 0.021 -0.420 19.11 19.68 -0.16 67 68 -85.37 8.00 0 0.00 120 2 2.157 0.057 -0.420 19.68 20.58 -0.48 68 69 -122.11 8.00 0 0.00 120 2 2.157 0.111 -0.420 20.58 21.89 -0.88 69 43 -122.11 17.50 23 14.76 120 2 2.157 0.111 -1.491 21.89 26.94 -3.57 22 50 127.68 25.50 23 14.76 120 2 2.157 0.120 1.478 28.92 22.61 4.84 50 51 127.68 8.00 0 0.00 120 2 2.157 0.120 0.420 22.61 21.22 0.96 51 52 127.68 8.00 0 0.00 120 2 2.157 0.120 0.420 21.22 19.84 0.96 52 53 91.60 8.00 0 0.00 120 2 2.157 0.065 0.420 19.84 18. 91 0.51 53 54 56.37 8.00 0 0.00 120 2 2.157 0.026 0.000 18.91 18.69 0.22 54 55 21.35 8.00 0 0.00 120 2 2.157 0.004 -0.420 18.69 19.08 0.04 55 56 -14.03 8.00 0 0.00 120 2 2.157 0.002 -0.420 19.08 19.49 0.01 56 57 -49.79 8.00 0 0.00 120 2 2.157 0.021 -0.420 19.49 20.08 -0.18 57 58 -86.09 8.00 0 0.00 120 2 2.157 0.058 -0.420 20.08 20.98 -0.48 58 59 -123.20 8.00 0 0.00 120 2 2.157 0.112 -0.420 20.98 22.30 -0.90 59 42 -123.20 17.50 23 14.76 120 2 2.157 0.112 -1.491 22.30 27.42 -3.63 24 70 126.33 25.50 23 14 .76 120 2 2.157 0.118 1.911 28.86 22.21 4.74 70 71 126.33 8.00 0 0.00 120 2 2.157 0.118 0.420 22.21 20.85 0.94 71 72 126.33 8.00 0 0.00 120 2 2.157 0.118 0.420 20.85 19.49 0.94 72 73 90.57 8.00 0 0.00 120 2 2.157 0.064 0.420 19.49 18.56 0.51 73 74 55.67 8.00 1 2.21 120 2 2.157 0.026 0.000 18.56 18.30 0.26 74 75 21.02 8.00 0 0..00 120 2 2.157 0.004 -0.420 18.30 18.69 0.03 75 76 -14.00 8.00 0 0.00 120 2 2.157 0.002 -0.420 18.69 19.10 0.01 76 77 -49.40 8.00 0 0.00 120 2 2.157 0.021 -0.420 19.10 19.68 -0.15 77 78 -85.33 8.00 0 0.00 120 2 2.157 0.057 -0.420 19.68 20.55 -0.45 78 79 -122.05 8.00 0 0.00 120 2 2.157 0.111 -0.420 20.55 21.85 -0.88 79 44 -122.05 17.50 23 14.76 120 2 2.157 0.111 -1.491 21.85 26.91 -3.56 25 80 126.33 25.50 23 14.76 120 2 2.157 0.118 1.911 28.85 22.20 4.74 80 81 126.33 8.00 0 0.00 120 2 2.157 0.118 0.420 22.20 20.84 0.94 81 82 126.33 8.00 0 0.00 120 2 2.157 0.118 0.420 20.84 19.48 0.94 82 83 90.58 8.00 0 0.00 120 2 2.157 0.064 0A20 19.48 18.55 0.50 83 84 55.69 8.00 1 2.21 120 2 2.157 0.026 0:000 18.55 18.30 0.26 84 85 21.04 8.00 0 0.00 120 2 2.157 0.004 -0.420 18.30 18.68 0.03 85 86 -13.98 8.00 0 0.00 120 2 2.157 0.002 -0.420 18.68 19.11 -0.00 8-6 87 -49.39 8.00 -0 -0..00 120 2 2.157 -0.021 -O A-20 19.11 19.68 -0.15 JDM FfPE-PROTECTION DESIGN-- Harvey Industries Breeds�Hill .Road Hyannis, MA (Exist Warehouse) 11/30%-02 _;k ---- --- PAGE 7 ------- --- ------------ -- ----- ~FITT.ING3EquivalentnLength per~NFPA 13 1994,~6-4 3. _ '-' Indicates_=Equivalent' Length. 'T' Indicates Threaded"`Fitting -- 1=45 Elbow, 2=90 Elbow.1 ; 3='T'/Cross,'; 4=Butterfly Valve, 5=Gate.,'Valve 6=Swing Check Valve ------------------------------------------ FROM TO FLOW PIPE ,FITS EQV. H-W PIPE DIA. FRIC. ELEV.:`, FROM TO _ DIFF (gpm)- -(ft) (ft) C TYPE (in) (psi) . (psi)-;, (psi) (psi) (psi) -87-88- -85.33 8.00 _ 0 0.00 120 --2 2.157~~~0.057H-0:420_M~19.68N~M20.54~~H-0.44 88. 89 -122.04 8.00 T 0 0.00 120 2 2.157 0.110 -0:420 2.0.54 21.85 -0..88 89 45 -122.04 17.50 23 14..17.6 120 2 2.157 0.110` -1.49il1'_. 21.85 26.90 -3.56 2.1 90 50.79 65.50 231 16:97 120 2 2.157 0.022 2.747 28.99 24.45 1.79 90 91 50.79 8.00 0 0.00 120 2 2.157 0.022 -0.420 24.45 24.69 0.17 91 92 50.79 8.00 0 0..00 120 2 2.157 0.022 -0.420 24.69 24.94 0.17 92 93 50.79 8.00 0 0.00 120 2 2.157 0.022 -0.420 24 .94 25.18 0.17 93 94 10.14 8.00 0 0.00 120 2 2.157 0.001 -0.420 25.18 _ 25.60 0.01 94 41 10.14 17.50 23 14.76 �120 2 2.157 0.001 -1.491� 25.60 27.05 0.04 A MAX_ VELOCITY .OF 11_.51 ft.:/sec_ OCCURS BETWEEN REF_ PT. 3 AND 4 ' JDM FIRE PROTECTION-DESIGN ='- s c "" Harvey, Industries Breeds Hill Road Hyanni'sMA (Exist Warehouse) 11/30/02 — - - -- PAGE a 8 ------ --- --- - - Vny SUMMARY OF REMOTE1. IGN AREA SEARCH ...... -. _ ....................................................................... ..........................--- ------------------------- -- The design area PRECEEDING the remote area-'requires the following pressures and flows at Ref. Pt. 1 TOTAL SYSTEM FLOW 1534.54 gpm _s ' AVAILABLE PRESSURE 64.78 psi OPERATING PRESSURE 51.45 psi PRESSURE REMAINING 13.33 psi THE REMOTE AREA requires the following pressures and flows at Ref. Pt. 1 TOTAL SYSTEM FLOW 1536.75 gpm AVAILABLE PRESSURE 64.77 psi OPERATING PRESSURE 51.60 psi PRESSURE REMAINING 13.17 psi The design area FOLLOWING the remote area requires the following pressures and flows at Ref. Pt. 1 TOTAL SYSTEM FLOW 1538.80 gpm AVAILABLE PRESSURE 64.77 psi OPERATING PRESSURE 51.49 psi PRESSURE REMAINING 13.28 psi Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. Ncrt-h -Ki-ngstown R_-I- U_S_A. ER-SUPPLYMEMAND-GRAPH x 4Harvey 1 du- ties Breeds H11 Road Hyannis,,MA(Exist WarehouseJl l l30102 7110. - sA, 120.00 sa.as _ r B0:0o 1 a S 70.00 0 60.00 _,. R 50.00 E 40.00 - M :. r ' . 30.0020.00 . 10.00 0.00 0 500 1000 1500 2000 a Supply: 65.00 psi @ 1450.00 gpm Demand: 51.60 psi @ 1536.75 rahm FLOW JDM FIRE ON% - m - Pocasset't AMA g _ H Y D R A U L I C a C AF L C• U L A T I C ON S. C 0 V E R S; H E .E T^ .- ,. Harvey Industries Breeds Hill Road Hyannis,, MA (Exist Stor Mezzanine) 11/2/02 W A T--E-R-S. U P P L Y STATIC ,PRESSURE ----- ---- RESIDUAL PRESSURE (psi) 65 r� RESIDUAL-FLOW (gpm) 1450 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P RBI N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 10.25 - MAXIMUM SPACING OF SPRINKLER LINES (ft) 11.58 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 447.66 gpm AT A PRESSURE OF 57.10 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 101 CAST IRON CEMENT LINED (150) 001 SCHEDULE 40 002 SCHEDULE 10 CURTIS �� G. ;. RAND FIRE PROTEC ION � No.21 •I p;�'0 9 0 Q �S r J.DM FIRE PROTECTION DESIGN v Harvey Industries,Breeds Hill Road Hyannis, MA (Exist StorMezzanine)'' 11/2/02 - ' P AGE ... 1 .r �:HY.DRAUJ,IC~CALCULATIONS AT SPECIFIED DENSITY s THE FOLLOWING .SPRINKLERS ARE OPERATING IN':-, [ ] TEST AREA 1' [ ] TEST AREA 2 [ ] TEST AREA 3 _[ :'] REMOTE AREA Elevation of sprinklers = Elevation above water'`test. REF. PT. K. ELEV. FLOW PRESSURE ft gpm psi 170 5.60 14.75 27.05 23.33 171 5.60 14.75 25.67 21.01 172 5.60 14.75 25.33 20.46 173 5.60 14.75 _ 26.30 22.06 174 5.60 14.75 24.94 19.83 175 5.60 14.75 24.66 19.30 176 5.60 14.75 25.78 21.19 177 5.60 14.75 24.44 19.04 178 5.60 14.75 24.11 18.54 179 5,60 14.75 25.46 20.67 180 5.60 14.75 24.14 18.57 181 5.60 14.75 23.82 18.10 182 5.60 14 .75 25.31 20.42 183 5.60 14.75 24.00 18.37 184 5.60 14 .75 23.70 17.91 185 5.60 14.75 25.27 20.37 186 5.60 14.75 23.98 18.34 187 5.60 14.75 23.74 17.97 THE SPRINKLER SYSTEM FLOW IS 447.66 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. ` [ J YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 76.00 psi RESIDUAL PRESSURE 65.00 psi AT 1450.00 gpm TOTAL SYSTEM FLOW 697.66 gpm AVAILABLE PRESSURE 73.16 psi AT 697.66 gpm OPERATING PRESSURE 65..72 psi AT 697.66 gpm _ PRESSURE REMAINING 7.44 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 -FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE--:: -- [ ] OTHER._DEVICE -- _ ` - JDM�fFIRE =PROTECTION DESIGN - - _ - .._ Harvey Industries Breeds Hill ;Road Hyannis; MA (Exist Stor Mezzanine) 11/2/0{2 ' _ PAGE 2 FITTING�Egiiiva1ent Length per- NFPA 13 1994, 6-4.3 '-' Indicates Eguibalernt Length,_ IT Indicates Threaded Fitting - 1=45 Elbow, 2=90 Elbow, 3=',T1dCr6ss,_ 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TOFLOW PIPE FITS EQV'. H-.W PIPE_ DIA. FRIC. ELEV. FROM TO DIFF (gpm) -(ft)-- - (ft) C TYPE (in) (psi) (psi) -(psi)- (psi) (psi) -1 2 4-4-7.66 200.00, 22235-103.7Z. , 140 101 - 7.98-0 - - 0.002 0.433 65.-72-.64-Al 0.48 2 3 447.66 8.00 2 13.00 120 1 7.981 0.002 0.867 64.81 58.90 5.04 3 4 447.66 3.00 356 60.00 120 1 6.065 0'.008 1.300 58-'.90 57.10 0.50 4 5 447.66 3.00 0 0.00 120 2 6.357 0.006 1.300 57.10 55-.-78 0.02 5 150 447.66 27.00 35322 62.84 120 2 4.260 0.045 6.933 55.78 44.90 3.95 150 151 447.66 69.83 22 13.40 120 2 3.260 0.164 0.000 44.90 31.24 13.66 151 152 447.66 12.00 22 13.40 120 2 3.260 0.164 -4.442 31.24 31.51 4.17 152 153 155.18 6.00 3 14.80 120 2 2.635 0.065 0.000 31.51 30._16 1.35 152 154 292.48 5.58 3 14.80, 120 2 2.635 0.210 0.000 31.51 27.20 4.31 154 155 145.31 11.58 0 0.00 ` 120 2 2.635 0.058 0.000 27.20 26.50 0.70 153 170 155.18 29.16 3 10.45 120 2 2.157 0.172 0.000 30.16 23.33 6.83 154 171 147.17 29.16 3 10.45 120 2 2.157 0.156 0.000 27.20 21.01 6.19 155 172 145.31 29.16 3 10.45 120 2 2.157 0.153 0.000 26.50 20.46 6.05 170 173 128.13 10.25 0 0.00 120 2 2.157 0.121 0.000 23.33 22.06 1.27 171 174 121.50 10.25 0 0.00 120 2 2.157 0.110 0.000 21.01 19.83 1.18 172 175 119.98 10.25 0 0.00 120 2 2.157 0.107 0.000 20.46 19.30 1.16 173 176 101.83 10.25 0 0.00 120 2 2.157 0.079 0.000 22.06 21.19 0.86 174 177 96.56 10.25 0 0.00 120 2 2.157 0.072 0.000 19.83 19.04 0.79 175 178 95.38 10.25 0 0.00 120 2 2.157 0.070 0.000 19.30 18.54 0.76 176 179 76.05 10.25 0 0.00 120 2 2.157 0.046 0.000 21.19 20.67 0.52 177 180 72.12 10.25 0 0.00 120 2 2.157 0.042 0.000 19.04 18.57 0.47 178 181 71.27 10.25 0 0.00 120 2 2.157 0.041 0.000 18.54 18.10 0.44 179 182 50.58 10.25 0 0.00 120 2 2.157 0.022 0.000 20.67 20.42 0.25 180 183 47.98 10.25 0 0.00 120 2 2.157 0.020 0.000 18.57 18.37 0.21 181 184 47.44 10.25 0 0.00 120 2 2.157 0.019 0.000 18.10 17.91 0.18 182 185 25.27 10.25 0 0.00 120 2 2.157 0.006 0.000 20.42 20.37 0.06 183 186 23.98 10.25 0 0.00 120 2 2.157 0.005 0.000 18.37 18.34 0.03 184 187 23.74 10.25 0 0.00 120 2 2.157 0.005 0.000 17.91 17.97 -0.05 A MAX. VELOCITY OF 17.2 ft./sec. OCCURS BETWEEN REF. PT. 152 AND 154 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER-SUPPLY/DEMANDiQFIAPH;� -- Industries Breeds Hill Road Hyannis,MA(ExistyStar Mezz6ninell1 f2102 14a 00 t, �- _ - .y P 110,00 R 100.,00 S S 70.00 60.00 R 50.00 _; _ E 40.00-f-30.00 20.00 lj? { z _ _ # .....0.00 0 500 1000 1500 2000 69F nSupply: 65.00 psi @ 1450.00 gpn J_� :r : 7 .7�' pis Q 3 F FLOW w J BR+ GS IENGIIEERING_&_TESTING 100 Weymouth=sue : Unit B-1 v , b z" C 4 a &CPr P 0 Box 369 r , aROCKLAND MASSACHUSETTS_02370T0369 * ,x L %c..xz'"3 -k _ }, ;,, � s '_' _ '3—aUATE _ `.xa•..��.r 706 NO. # �S?Pxia s u -+I+',,r-a+ys�. t "+ors-s s - ....an':r:-r,>.✓n............,.wvs.. .y ...n.p..:.� ...... _F :- -,.. ..._. ..,. - .,..'.»..:.m...-....e.Mw^,t:winr...,.-rr...,.a.,«.... .u:-n-..:..... ,.-.. } To __ WE ARE SENDING YOU Attached _❑ Under separate cover via: „- the following items: > / RR _ O-Shop drawings ❑ Prints O Plans " ❑ Samples ❑ Specifications O Copy of letter ❑ Change order O 1, COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS - LY COPY TO SIGNED: Alf ff enclosures are not as noted,kindly notify us t once. si.- - Concrots Cylinde�FTest Reault CR11 Bnggs �Engiaeenag &N esting roject c��rc'fNi,�S'Y-Rho s °BRIOOS --- _= �AAnYof PKA'ssociates, Inc Project `' r p to a2 (l 2002. 'W .+�.s"Xv _=.�... .....-.rE .ar?• r.. lient Cement Brand-or Class -`_ Approved_Mix`Design Locatlon:'j 'Mix proportions �- {Qo �.T W llS. �"�s''. � (by.Wt )A- --cubic-yard- Mix N o - I.D. : Amount- f - Cement .Ibs. Ticket No. ►VS7(-'6 :._ Batch-Time:- 2572--p�►^ Fine Aggregate lbs. Stren th_Delivered: O Coarse Aggregate lbs. . Strength Required:- Water' Gals.. -- - Set No.' Time of Test: Water Reducing oz. Truck No.: 2- Load - 3� Air Entraining __oz. Number of 1.:4- C.A. Size: 4 Other Slump ,© Air Content 57 ASTM C-143 ASTM C-231/C-173 Feld Unit Weight Target: Concrete Temp.: �zA Air Temp.:_�o J ASTM C-138 pcf ASTM C-1064 Remarks: Contractor and By whom prepared:-��V producer are both responsible 0 5 5 Gals 11 Z0 Concrete Source: wRc,ac � for added water as per ASTM 70 of water ZS General Contractor KkS»l L-c 5 added 30 C-94. Discharge time limit OO 35 Storage Location: t'QQcc� min. max. 90 min. or 300 revolutions. 55� Curing Box: Curin Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 DaV Air Dry Unit Wei ht: Pcf Date Received in Lab: Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. (sq. In. cf LBS. Strength PSI ASTM C-39 1 AL TEST CO PLE ® 100-Weymouth SL,.-Unit 13-1,Rockland,bta 02370 Q 100 Pound Rd,Ctxtland,RI 02864 :T Approved cf-11,rev3,02 _ Laboratory Director. __Mark:D.�.Llebert. g -.Appendix _ r_ > 00 r - sl CidfiOe Cylinder.Test_Result CF-1;1 Briggs Engiaeenng & Testing Prole t - j _--� � A Division'of PK Associates;lnc: Project# a' Date: �` ``-� CementBrand or Class: Approved.rMix Design Location - Mix proportions (by Wt ) 1 cubic-yard a,. Mix I:D. ; Amount.. cement lbs. Ticket No.: Batch Time Fine Aggregate lbs. Strength Delivered: 1516a Coarse Aggregate lbs. Strength Req wired: 'Nater __ - Gals. Set'-No.- / Time of Tsst: =' S' Water Reducing oz. Truck No.: S' Load Air Entraining oz. Number of i.: C.A. Size: '�V Other - - Slump i Air Content 6, 3 ASTM C-143 3 �a- ASTM C-231/C-173 Field Unit Weight Target: Concrete Temp.: �,� Air Temp.: y ASTM C-138 pcf I ASTM C-1064 Remarks: Contractor and By whom prepared: Ac NA R N producer are.both responsible S g0 5 t01 Concrete Source: L Ni 5 Gals-,- Zo for added water as per ASTM 70 . of water. 2,5 General Contractor P. MA C I-c0- 6 added 30 C-94. Discharge time limit 0055 �35 Storage Location: /N 7'-AA it-ER-min. max. 90 min. or 300 revolutions. �4 Curing Box: gO Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 .28 Day Air Dry Unit Wei ht: Pcf Date received in Lab: -Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. 1(sq. in. cf LBS. Stren h PSI ASTM C-39' / In q,10 D aq 7 ALL ESTS OM ®. 100 Weymouth St.,Unit B-1;Rockland,Ma 02370 f 100 Pound Rd.,Cumberland,RI 02864 Approved: La a - cf-11,rev3,02 bor Tory ;Director: Mark D. Liebert -- Peen ix - - -- I Concrete Cylinder Test Result CF-11 Briggs Engineering dt Testing Project: AIA -y 3AIOOS A Division of PK Associates, Inc. Project#: Client: Cement Brand or Class: Approved Mix Design Location: �'AD 077ew6- Mix proportions (by Wt ) 1 cubic yard x I,D. : Amount iment lbs. Ticket No.: Batch Time: /; 3"j ie Aggregate lbs. Strenc ith Delivered: da )arse Aggregate lbs. Strenc ith Required: ater Gals. Set'No.: / Time of Test: a=YS' ater Reducing oz. Truck No.: Load #.: / r Entraining oz. Number of C I.: C.A. Size: her Slump Air Content Io, 3 ASTM C-143 34 ASTM C-231/C-173 aid Unit Weight Target: Concrete Temp.: Air Temp.: 3TM C-138 pcf ASTM C-1064 3 `1 amarks: Contractor and B whom re ared: rc Na P h �R -oducer are,both responsible a Concrete Source: 4- Ni added water as per-ASTM General Contractor P. MARC 'LSO -94: Discharge time limit Storage Location: /,v rAA t4E(Zfnin. max.) min. or 300 revolutions. Curing Box: A/p Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 3 Dav Air Dry Unit Wei ht: Pcf I Date received in Lab: :)ecimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture dumber Tested at test in. in. (sq. in. cf I-BS. Strength PSI ASTM C-39 lalliloi. of � 7 p p kp.. si�iio Inc. n ® 100 Weymouth St Uat Bt1 Rticand a 0237�� i ❑ �, / l00 Pound Rd.,Cgmtxsland�litI�028�4 � � Approved: f-11,rev3,02 Job #: _-,_____-= Laoratory Director: Mark D. Llebert —I- - -Appendix - Date postedi Dace Paid: _ t - . jec-tCorotr_a\_v cCy+I.I+.n �d eyN DLT SProTgmeengMVestiagRIGGS KAatst.1 Project#.nc DattafeR S- fiJA �R ultrCF1 t1 - 12=(_1 20.02` - �cT- - Z$©� Client: t Cement Brand orClass _ _ . :;Approved.Mix Design Location: "> - -- s Mix,proportions -- (4 0 T W p, . . ... (by Wt ) 1 cubic yard_ A� C S���. Way Its, Mix I.D. - Amount Cement 16s. Ticket Batch-,Time: 2572--P,!P, Fine Aggregate lbs. Stren th Delivered: O :RS, 1- Coarse Aggregate lbs. Strength Required: o o Water' Gals. Set No.:) Time of Test: 1. Water Reducing oz. Truck No.: 27--S Load Air Entrainingoz. Number of �� M 1.:4- C.A. Size: 4 Other Slump ,©14 Air Content 5 7,o i ASTM C-143 ASTM C-231/C-173 Feld Unit Weight Target: Concrete Temp.: �Zp Air Temp.:�—,o� ASTM C-138 pcf ASTM C-1064 Remarks: Contractor and By whom prepared: E60 producer are both responsible 1 Concrete Source:20for added water as per ASTM 26 General Contractor kps�e30C-94. Discharge time limit 35 Storage Location: tt�cc� min. max. bs 90 min. or 300 revolutions. Curing Box: � rinTemp. F° o »� CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Day Air Dry Unit Wei ht: pcf Date Received in Lab: Specimen Date Age Dia. Height Area Density Max. Load Compressive Type/Fracture Number Tested at test in. in. (sq. in. cf LBS. Strength PSI ASTM C-39 .7 !lo. inc. U,l r. H. . . Ode, r' n + _ :- / 100 diouth-St Unit 1 R ,Rocklan Ma 02370 1� 100 Pound Rd.,Cumberland,RI`02864` Approved:: cf-t t,rev3,o2 Laboratory Director: ark, Lie ert ;- ----- _ pen ix- , - � BRIGG4ANGINEERING & TESTING 100 Wey 0 `Box369 -r2 -= — - -- ROCKLAN MASSWflu- sETfS 02370 0369 - (781) 871.6040 -ATTENTIO r, RE s t ff L1�_ ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ OPIES DATE NO. DESCRIPTION 'ESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval tOFor your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US MARKS f . JPY TO /� n^ r , F_ Daily Report Briggs-Engmeenng&T sttng PROJECT HARVEY.1NDUSTRMS/HY_ANNIS ;R—�$ A Division of PK=Associkks,Inc.- PROJECT#: F ►v 21652 INSPECTOR: Steve Co pola A [P.#: 588 REPORT# - DATE: 12/11/02 CODE: '-- ` R.TIlViE: 1:00 pm JOB=HRS::- T-.M. MILEAGE - µ a N P.: H 50F--L WIND: .'"'H,�" ..� L. X HUMID: H - L X CLOUDY . OF PAGES TO THIS REPORT:: `2 NO.OF BACKUP PAGES TO THIS"REPORT: 1 I reported to the above mentioned project site to perform the scheduled concrete placement inspection. VISUAL SOILS,MASONRY,BITUMINOUS,REINFORCING STEEL OR OTHER INSPECTIONS/OBSERVATIONS: 1. A concrete placement inspection was performed today for column line 4(90')walls(east face wall) and column line 4(55')walls(north face wall). 2. The Superintendent was informed of all results and findings. CONCRETE PLACEMENT AND REINFORCING STEEL INSPECTION: 1 . Contractor placed 18 cubic yards of 3500 PSI concrete today in which one set of four cylinders were fabricated and stored near the placement. *Please see the attached report(s)for further details: F 100 Weymouth St., Unit B-1, Rockland,MA_023.70 ] 100 Pound Rd.,Cumberland,RI 02864 Approve rev 2, 02 Director of Field Operations: Sean Skorohod PF l r O m CONCRETE PLACEMENTk INSPECTION _ e g 4 w USTRIES/HYANNIS.PROJEC nn stin D BRIG OBn99s` n me &Te A#Drvisio of PK Associates,Inc.. PROTECT# .21652' - = INSPECTOR: Steve Co . ola 'AGE 2 - _OF _ � 2 �. .: - -_. DATE: 12/11/02, CODE: C-26 _ CEMP: H r-Y L :WIND: H L X HUMID: H . , - L.,.- X _ CLOUDY . Concrete Source:. Lawrence Ready Mix General-Contractor: Masiello Construction- Stora a Location Curin Box: NO Other: ne �ar lacement Inspection completed-as pec ACIt301'and Contract Documents. A checklist of mai6 �rtems�is presented. All items in non-conformance are either corrected during inspection or noted herein:;Detailed inspection of reinforcing for size,quantity,grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X - Steel clearance -_--X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-900 F Slump X 3" - 5" Mixing _ N/A 70-300 Rev. Air content X 3.5 - 6.5 % Density N/A f 3 p.c.f. Location: Column line 4(90')east face wall and(55')north face wall Remarks: T ie'Superintendent was informed of all results and findings. The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute X Pump Other Total Cubic Yards Placed 18 Load Arr. Truck No.of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight °F °F Deliv. Required water c 2 1:27 273 9 88 62F 3" 5.8% 60F 3500 3500 3/4 4 1 0 100 Weymouth St.,Unit 13-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland, RI 02864 Approved.- Director of Field Operations: SeASkorood PF Daylor Consulting Group Inc. October 24, 2002 Mr. Tom.Perry Chairman, Site Plan Review Committee Town,of Barnstable 200 Main Street Hyannis,MA 02601 Dear Mr.Perry- As per our telephone conversation earlier today, attached please find a sketch plan depicting the proposed modification of the new driveway opening for Harvey Industries' Warehouse at 186 Breed's ITill Road. On behalf of Harvey Industries we are requesting the proposed modification as a result of difficulties related to the moving of the utility pole that was required for the previously approved driveway layout.The requested modifications include the following: • Restricting the proposed driveway to an EXIT ONLY opening. • Reducing the width of the proposed driveway opening from approximately 25' to 18' by expanding the island in an easterly direction to contain the existing utility pole. • The Existing guy wire will be moved in a westerly direction. • Two sets of street signs will be placed at either site of the proposed.driveway.The street side of the signs will depict a NO ENTRY(EXIT ONLY,sign;the side from the property will depict a NO RIGHT TURN sign, The enlargement of the island will result in gaining an additional 480 SF of landscaped areas for the site. The restriction of right turns frorn the property on to Breeds Hill Road will not be detrimental for the delivery vehicles since Breeds Hill Road is looped to Independence Drive at both ends(Independence Drive is the major coime:,tor road in t1ae area). Should you have any questions or.comments,please do not hesitate to call me at 781-884 2532. Very truly yours, Da r Consul in Group,inC. 7oJ uhasz, .E, Dir � or of Engineering Enclosure: Proposed Driveway Modifications sketch plan Ton Forbes Road Braintre AAA02IN P!TR0JFCTSA$00V826-rizrvey1il,Jmtries,Barnstabfe�•526tIOM1Pb.itltk'•.10.24.02,1toe 75i 8497070 Job Numbm-.. 1$26 Cast printed 10,24,'20023:21 PN1 FAX 949 0096 adminigdaylorcbm E0/Z0 390d JNI17f1SNoo 6c7bva 96006t STSL 6V:SJ Z00Z/0Z/0T ' I' JI VIIIIVL i 9,100 S.F, FLO 0 opt O A/N LA 3,45' S.F. t ti 'ts C,y BUILOING ! 11 NDLl5TRES ' 1 AL & PRICK '1 D'S N1,L ROAD I 1 y t 3/4" #9 GALVANIZED £XlS7/1VG I FLATTENED OFFICE EXP114,20 FETAL } l 2,147 S.F 'I ! SHEETS (t0""") 1 1 PLACED BELOW LOAM NO SEED. i 'r y p1,ANYER ` 2 . I PROPOSED ;;G It p EMERGENCY ACCESS DRIVE Sp CES ` I 1 d 1 T AF�EA o v�s1,o� l�l r i 69 S.F. ORr- CRES PREVIOUSLY PROPOSED CURB ��' .• 9 VISITOR SPACES R=20' PROPOS D SIGNS; o STREET SIDE ` Ll-j { f g INSIDE 1 7635 `F 45 76 35 45"£ law F�£�. ,. RELOCATE CGB Hy omvrl r GUYWIRE -- 20Y VISIBI�ITY'TRIANGLE— NOTH!NG SHALL BE ERECTrD, PLACED, PLANTED, OR L R 0 A D OCTOBER 24, 2002 SCALER'—A' Daylor PW PROPOSED DRIVEWAY MODIFICATIONS Figure Consulting HARVEY INDUSTRIES WAREHOUSE FACILITY Group Inc. BARNSTABLE, MA 1 Ten Fates Rood BroWree.0 02W 781 848 7070 SZd9A5E.DVrG E0/E0 3ElVd ENI1 inIsNco je7Atla 96006VBIBL 6t?:SL Z00z/t?f/0I SEP-10-2002 16:19 R P MRSIELLO INC 503 869 6629 _P.02/02 RP 11111-MSIE 0 CONTRACTORS • DESIGN / BUILD I N C O R P O R A T E D • CONSTRUCTION MANAGEMENT 38 MAIN ST. • P.O. BOX 742 • BOYLSTON, MA 01505 a 508-869-6501 • FAX 869-6629 • Email: rpmasiello@rcn.com September 10, 2002 Town of Hyannis Building Department Atha: Robin Project: Connection of existing facility for Harvey Industries Ca),A 86 Breed's Hill: Road, Hyannis,to town sewers. R.P. Masiello, Inc., the general contzactor for Harvey Industries, will shortly begin the site work related to the sewer hook-up required and approved by the Board of Health and in strict accordance with the site plans approved by the Planning Board. It is understood that no construction related to the building addition will begin prior to our obtaining a building permit. Engineered building plans are currently being generated and will be submitted to the building department in approximately 2—3 weeks. Sincerely, William J.Babin,Project Mgr. R.P. Masiello, Inc. WJB/kjl TOTAL P.02 �oFTHE Tp� Town of Barnstable Regulatory Services snxx S. a Thomas F.Geiler,Director v g' �iOTE1639. `e Building Division Tom Perry. Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 June 27, 2002 Attorney Eliza Cox PO Box 1630 Hyannis, Ma 02601 Re: SPR 028-02 Harvey Industries, 186 Breed Hill Rd,Barnstable Proposal: Amended site plan—parking configuration& deficiency Dear Attorney Cox; As you may recall the.aforementioned project was initially approved in May and referred to the ZBA for relief pertaining to deficient parking provisions. Since our discussion on June 14th with Art Traczyk, a subsequent plan was submitted for consideration. This revision included a new parking configuration,which ultimately decreased the deficiency to five spaces. Your letter requested the Building Commissioner to exercise his discretion and approve the plan as such without necessitating said zoning relief. I am pleased to inform you that during our staff meeting yesterday,the Building , Commissioner deemed the revised plan approvable as presented. A signed copy is on file. . I anticipate that this action will satisfy your client. Please contact me directly if you require additional information. Sincerely, R in-C. Giangregorio SPR Coordinator TOWN OF BARNSTABLE Permit No. 9030 Building Inspector �' •` � Cash '°` `�• OCCUPANCY PERMIT .Bond X---•- Issued to Harvey Industries Inc. Address Lot #A4, 186 Breeds Hill Road Barnstable Inspection date Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date ' Board of Health THIS PERIIIIT L NO BE ALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL H TOWN SIGNED BY BUI I ACCORDANCECTORWTTH SECTION 119.0 OF THE MASSACHUSEETTM STATE REQUIREMENT N1IN BUILDING CODE. PI - •-- •—, 19 uilding spec or a t mu` UILDING . . A TOWN OF MASSACHUSETTS A:q 14-0.. . PERM14 JOB WEATHER CARD 29930 DATE ? 9 PERMITn NO I td t"• ..,....:i 7_c'.1 i_C' A,1 APPLICANT ADDRESS J?.i�i . :.iC'✓�pl J..y .i..=i• „`f)L0 IN0.) (STREET) (CONTR'S LICENSE) .'. NUMBER OF PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) )(. f%t;4' 186 ):iTCi'Ci.:; ..'..(.1. I;:,.' S; I" ..�ii;�.Lt.' ZONING I.i;C;. i,,r;; i r��: DISTRICT AT (LOCATION) IN0.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION t (TYPE) REMARKS: r AREA OR VOLUME - ESTIMATED COST ' FEEMIT $ (CUBIC/SQUARE FEET) OWNER / ADDRESS y BUILDING DEPT. BY _ r , THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,;A'L'LEY,�O•R,SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OF ® ' PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY`; NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WE'C'L'"AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED I FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS j OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. I . 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATHFOR FINAL INSPECTION` HAS BEEN MADE. 3. FINAL INSPECTION BEEFOREE (, j OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 0 , dV z 2 r IS 0� 2 %r ~ -C, Ca )1319C 3 HEATING 'NSPEC G APP OV LS REFRIGERATION INSPECTION APPROVALS a a. I . OTHER .2 - +P 2 I WCRK SnAL' NCT PROCEED UNT;L THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CAR: NSPECTOR iAS APPROVED THE VARICUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHON: STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. e . Assessor's ma and lot number p lc . /< LJ a �' Th r �Di THE TO Sewage Permit number ..................................................:..... �,. r SEPTIC $ , . T BE NSTALLE _ ICE Housenumber ......... LI�,E�a................................................. WI� o I AVIR®I IMIE E MW TOWN OF : BARNSTABLE70��a 9 � - �y. BUILDING INSPECTOR APPLICATION FOR PERMIT TO .....: .. a '.`?���,,,.............:..... ........ ......S.�.►�. .................... ......... TYPE OF CONSTRUCTION ........... ..;A.&G.A.... .. .Y.Af H..... c. ..1.b.L?.fVJ. a................................... f ....... J%� Gc....... ..3......19..`� TO THE INSPECTOR OF BUILDINGS L— The undersigned hereby applies for a permit according to the following infor ation: 9 Location a a b . oiqleAls 1..44.. Proposed Use .................. `�` �ra.}� ..�� .........wA t 4.�..��....................... Zoning District ..... �,�...'�.�d7..v � .�. .. Fire District ...IR .. v L.......... � Name of Owner ... �4 J.�........Address -.04 .........Y� ...... l,, �. dl.... ..... ... .k, -� p Name of Builder .xPRA.Sl,�l.�c��S�E� /�c�gddress ��?. �II��I. ,�.. ..�,,.�%�F�(....1�9 ab70 5 3. Name of Architect ..�>.F�✓/✓ll� U (aGI�OCG/Q. .........Address .....� 1304- 014-Lj7, c�J1,5 -.S . �. Number of Rooms ..................................................................Foundation ......... ................................... Exierior .... .l.�,P�,...................Roofing ........... �J� .................. ... . ............ Floors .... �� /Z f�—` ......Interior ... .......l J.l .�,.` Heating ....cS.. V.5.::P.+�'-.. ..�1EL:P.4A'IA_A1.4..4k.Plumbing`.....::........... 1.....r��....6.A`��..�fi?.�.1���' �O a a �a Fireplace .................... .. ........... Approximate Cost .. .....,..........t....................A....... . .......... Definitive Plan Approved by Planning Board _____ ______ ___19_ Ar 1.�./...�D. ........... .. ... Diagram of Lot and Building with Dimensions Feeg f. SUBJECT TO APPROVAL OF BOARD OF HEALTH 0 �F r� f OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Tow0ofBarns table regarding the v construction. Name .. .... .. ... .. ...... ............................... Construction Supervisor's License l"*.............................. HARVEY INDUSTRIES, INC. I 74' 29030 Permit for BUILD COMMERCIAL �0. ....... .................................... Wholesale/Warehouse .. ...................:........................................................... Location Lot A4, 186 Breeds Hill Road ................................................................ Barnstable ..........I.......................................................:.............. Harvey Industries, inc. Owner .................................................................. Frame Type of Construction .......................................... ........................... .............................................. la Plot ............................ Lot ................................ 'N: Permit Granted ......March '14, .......19 86 �k Date of Inspection ....................................19 .Date Completed ... ........... . J Assessor's office-(1st floor): �oFTHETo� Assessor's map'.and lot number .. �./.... y...„�f/ ... v Board of Health 13rd floor): Sewage Permit number ........................................................ ! BAR39TA.M. S MAM Engineering Department (3rd floor): 000, 6 9• 9� House number ' ........... 0 Ypv a� APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE a BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... .......................................................................... TYPE OF CONSTRUCTION �� ..............!'!.4 7-...1.................19 A� I TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .............................................. ........... .......................................................................................................................... Proposed Use t ............................... Zoning District- . ....................................../`..���T�� L ....Fire District ... Jj ' ``�S�'�' �l j 2 l/� Name of Owner ..r. .9 � .4.!'Z� T... ............Address .7.�/.. .. ��...f�v' �! ��,/"f.�l�JS P I�, ..... _ `� p Name of Builder . ....t.. ..t.. ... I�LLO D �/fl Address?) ......�/��f.'�.. d.i. ��/ .I 5.`:2.......... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exterior ...... . Roofing f7T��L............................................................. .... ......................................................... .................. FloorsC .Interior ...............,....................................................................... Heating lNA,4 .............................................Plumbing Fireplace ........................./.! ....................................................lalllieApproxima a Cos ................1,............/.................................... Definitive Plan Approved by Planning Board ________________________________19________ . Area ... ..D. -5 .. . ................. Diagram of Lot and Building with Dimensions Fee . ........................ SUBJECT TO APP OVAL OF BOARD OF HEALTH f OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the CTow"of Barnstabl rgardi t e above construction. Name . ... . ......... ............................. .. Construction Supervisor's License l `� ............. ......... ........... • I HARVEY INDUSTRIES 29348 Pernit for BUILD No Steel/Storage Shed .............................................................. Location ............................................Breeds Hil 1 Roa d .................... 4 �trBarnstable ................................................................................ HARVEY INDUSTRIES �T Owner .................................................................. .. Type'of Construction ........................Steel...................... ........................... ....................................................... -j Plot..................... ........ Lot ................................ Permit Granted ........May... ...........tL'..,fi? 86 ► 'v/ Date of Inspection ..........;...........................19 4 ...19.Date Completed ....�* `.F.. ........ -n -7, 4� D F -17 • SUPPJRi710 FLOJ% tow- SI!CF 510 rF 112 rLC47' I/ x '<' I I .4 I,F'_. -B[L M I! % I/2' 1 I4'I°5. %s1C'n1GL EAC I Pl,lU'Ill_ \'/IG IGU'Ci EACH 1 A.L JJ 11T5 V,TLL STEEL 5IAIP (3 h tLOW, r 1 CJFJJCA W BPJ;CIkG 1`1LG.SIA:F. CJF.N[ N%BRA IN., I GAIV 771.. YL2 IJ Y.R=II.J'\'.I` GAIV;ill. PLR TO PLR..I I'-C1 V I.P, 14%2 51"L PIrTC uUAFJ)RFII T'P.) I!4 x SPt."L<1!' WA,1 TILE GUARDRAIL a �p 12 51DEEI 9 RIS[R5(�G.9q' U• I,.R15ER5 G 94 O' I - (2`,IDE:iI I B iR`_PUS F TR[Ai..fy I' - #7 COLOR TILE 2 TILE=1141 �- -- #G COLCK TILE I TILE HIGH - ii u - ¢ I -DI #5 COLOR TILE I TILE HIGH ur -R� = = G COLOR TILE I TILE HIGH II /_.-.ul. _ � i I W O i "----- R r7 COLOR TILE 6 TILES HIGH --- ------- - - `. --- --- - 1-- 0 m m V ice. C:fl;ii.RAGI.i 1 (l #6 COLOR PILE 2 TILES HIGH 1 I u J STORAGE MECIi.R.IO. I z -5 COLOR TILE I TILE tIIGFI r - #6 COLOR TILE 3 TILE°HIGH .31 o- o u _ _...-- _-..-- __ i l #5 COLOR TILE 4 TILE5 HIGH -='4 - hh % rLOOF51wt ^ 04 COVE DA5E TILE.HIGH -' - (^ 1 V y �! I I o l Ell I, E2 b s G O O OFFICE I I M_EN VOMEN TERATURE 1 5TORAGE GROUT � O O -- --------- i -\ i - I Laticrete#88 Silver 5hado,+ :\\ -- -- -- - { I �1 COVE 5P5E ` - - --- - ---- -- - - 1 -4 - #4-#43 Seagull Gray k �`� I E(15TfNG_ N 4 112'r.4 J?_"CERAMIC TILE DADA 1 STAIRS 1 = q #5-#43 Seagull Gray 5A.E_5 I 2'•8' c. a ✓ n I M #6-#8 Thunder Bluc NEW ttA l #7- 25 Glass'ce Wtute I o! I 1 Af IJRAI bY: CRO55'JILLE CERv11C5 ----- -J-- - - -- I u CLOSET r? HALLWAY cy.) I T'kAINING ROOM � 1 = Iv1 _EN'S TOILET 1, � 7 E)ti5T 14/ALLS SCALE:1/4"=1'-0" VE5TIBULF - - TO BE REMOVED j �� OH \ ----------------- ----------------1 �2 0^--I MIR.KOR--- - - - STAINLF_S5 5TI.COUNTER--\, 20 c 20.0° /CEP.AMIC TILE BEAD �\ CLEAR. SILICONE CAULK ___ -____�0_-G-G -- __ 2(Y-O' _ EASED CORNER=, 2 x 2 x.3/I G' 5TL.ANGLE BRACKET NJ W CONSTRUCTION PLASTIC LAMINATE ON \ 3/4"THR. 91,1155TRA,TE NOVA PLW✓D.OREQUAL FLOOR PLAN ___________________ MEZZANINE PLAN E--f � lN/OAI;EDGE.BAND �- -----------"-V-0" -- WALL5 TO BE REIVOVED -FULL l4ELD ------..-_.-----------._._-..--- =12: L-i SCALE: - SCALE:1/8"=1'-0", BLOCK BETWEEN BRACKET.5ECURE�l TOILET ROOM ACCE550RY SCHEDULE V ImCONT. WOOD BLOCKING- TO 5TUD5 -FASTEN TO 5TUD5 5GREWED INTO 2.x 4 x 3/I G �f STL.PLATE 'WELDED TO EACH G 16"G.C. ' Vo. DCSCR.IPTIONI PAODfa.Nc. G OTY REMARKS 33" TO 36" DOOR.: ° 5et 2p Pus 9 ull(N/cod x Wood) O BRACKET BOBRICK GRAB BAPS 1-1/4" WIT-1 1 112 r.Hln es FEB-I79xG2G w O POLISHED ENDS 4 PEENED GRIP B - 550 x 42" MOUNTING hCT. � P"1 1. -0")6 8 z 1 0,4 OAK 5.C. Push Roc good 4'x I G"x 32D BOBRICK RECE55ED PAPER TOWEL C45P. MOUNTING r1GT. (40"MAX) Full Hla,catha 658.A 12'CTC I"32D OS 2 AND V'P°.5TE RECEPTACLE FOR 4"WALLS B - 3944 FOLDED PAPER,TOWEL 2. 3'0"x 6'-8"x 13/4"OAK S,C. QI 1 3. 3'-0"x G'-8"x 1 3/4"OAK s C Klckplate 8'x 34°x 32D Closer 404 I x AL x T6 r' O tl 3 HOBRICK DOUBLE RUBE HOOK A - 672 M HC- OUNTING T 54" TYPICAL LAVATORY COUNTERTOP DETAIL Set I-Lock 5et(Wood x Wood) Floor stop 438 x 82GE) ----------....--------..-----------------------------------.._.....-. CHARNEL 24"x 36" ,.,TAINLESS STL o4^z 36° 5addle !74 A 4 CHANNEL FRAME MIR.F;OR tv10UNTING HC.T 40' MA)( I pr. urges F- >: -2G - � SCALE:1"=1'-0" ----- W Lock Set 5-5 I-P'D x Saturn x 626 .5 BHBRICK TOILET TI55UE DE5PEN5ER B - 685 5URFACE MOUNTED Floor Stop 438 x 26D Set 3-Passage Set(Wood x Wood) GLOBAL LAMINATED 1 112 pr.hinges 1`1515-175x 626 G PLA5T10 TOILET PARTITION EMPIRE-CEILING 11U14G COLOR FORtdICA"FOLr5TONE"#927 Passage Set 5-10-D x Saturn):G2G V/ z PA Closer 4041 r•AL x TB Kick Plate 8"x 34'x 32D 2 2 2; 2 2 2 2'r 2 33 2 2 F 2 3 2 i.2 2 2 2 2?2 NO 5LIB5TITUTION AUOI,VED - - W 2 5 3:i 3 5 3 3 3 3 3 31 3 3 33 3I 3 8 3 3 3 2 OIJ PLUMBING FI7.T'URE� PLUMBING FIXTURE SCHEDULE 'f 3 1 l 1 1 l I. I i I I I I I I I I I I 1 3 2 19.333 T333333 I333 1 .32 MICROWAVE z s i 5 i' 1 13 1 3 3 3 TN 3 3.3 3 3 13 2 GROUT FIXTURE 5YMBOL 4FIXTURE DESCRIPTION MAIJUFACTURER MODEL NO. COLOR MICRO'WAVBY OWNER 2 2 1 3 1.9 T TT 3 + 3 3 3 3 3 3 3 3 3 3 3 13 2 ELONGATED TANK TYPE TOILET KOHLfR 'V'TLLWORI'H"1i-3422 Icewnmal �' U! 2 3 1 3l 5 l 1 1 3_+ 3 3 3 I I T T 1 3 3 3 T 3 2 Laticrete#91 51ate Grey l�� P1 _L_---.--------_ .------ I Ir2'F41ER I/2°FILIFR 2'3 I 3 3 I a! 3 3 3 I I 5 3 13 2 `.-_,. FUPN15H N1TH:ELONGATED OPEN FRONT 5EAT,Il2'Y3,'&'CHFOME BRI55 ANGLE 5TOP,3/8'CHROME COPPER 5UPPLY. 3°I°� 3015 2437_ 3024 2432 _ /yr� z 2'3 1 3 1 3 1 1 1 £1 ! 3 3 3 1 I T N 1 3 3 3 1 3 2 8"x 8"GERAfAIC TILE UADO ids 2 3 1 3'1 3 3 3 3 3+3 3'3 I I .T 3 3 3 i'3 2 #I -A.850-CP Graphite ,.--..('� (ADA)ELONGATED TANK TYPE TOILET r.OHLER. "HIGHLINE'K-3427 lawn'wm ,,,p �-I }2 3 1 3 I I I ! 3 3 3 1 I T N 1 3 3 3 1 3 2 #2-P,525-CP Seamist i .. lO,� I P2 -"'�- '- -"-'-----"---- -� - `tlj� Q 2 3 13 I 3 :3 ' ! 3 3 3 I I I I 3 3 3 13 2 '�--�J FURN15H WITh,r:LONGATED OPtiN FRONT 5EAT,1l7.53,1&'CHF,OME BWU5 ANGLE 5TOP,3;e.'CHROME COPPf..f;5UPPLY. - O W 3 3 1-TT 3 2 2 3 3 9 3 3 3 3 3 3 3 3 13 2 #3-A583-CP Wlnd5vrf 2 3 Ii 3 2 2 3 + 3 3 3 3 3 3 3. 3 1 3 2 by:CROSSVILLE CERAMICS (ADA) I9"[]COUNTER 5ET LAVATORY KOHLER. PENNINGI'ONK-2196.4 Ip:GFLI'IF11 <' j", % ' � a 2 3 13 3 22 3! 3 15'.11 3T3 3 3 3 3 2 (G1.. � P3 I°URfLSH WITH:GFOHE M`fERNG f-AUCET'lANTROPRE55°36 223 000 WITH L4NC)ER.DECK MIXING VALVE,I:OHIEF IG 13885 MICROWAVE SHELF-- , 2 3 1 1 3 2 2 I I I I I 1 1 3 2 \\�LLL OFF!-T TRAP WFADIiII C.12438'B 455 ANG.E 5T0 "'8.OPPE 5UPP E5 2 3 a 5 3'.3 3 3 3 3: 3 3' URINAL KOHLER AARI:'UtJK-4960-T IrccnLl'Issl 4'BACK5PLA5H- 2-2 2 l 2 22 2 2'2 2 2 2 2 2 2 2 2 1 2 2 22 C{rMl P4 ----- FI)IRM51i WTH:TOiO TMU I HN.L 12(I)GAIION FLU51-1 VALVE,J R.SMlfH U6%WALL CARRIER 33°P,EFRIDGERATOR. - -_�.- - BY OWNER r 5ERVICUMOP SINK FIAT M5B 2424 OAK EDGE BANDING- TYPICAL FLOOR TILE PATTERN Ps - -- _ --�-� ---- __--_-- ---- --- -_.-- --- FUPJ415H MTh:830-AA 13MVICF.FAUCIT,832-AA H05E 415RACKET,689-CC MOP HANGER. --- SCALE:1/4"=V-0" 1 1/21FILLER. 33'UK 8.30 GB-24 SH 3U 8.24 lie"FILIFR O y v 13ARTdEP.FREE TOItS1'ROONI NOTES c� O 1.All Toilet Room fixture locatlon5 shall comply with the 0 ° N American Dlsabil tees Act,REGULATION 55C.16,and the Commonwealth of ® Mas5acho5ett5 Architectural Access Code. NO e Q 2. Provide 2x 10 F.R.blocking stall toilet room accesSOHe�,mounting locatlon5. TRAINING ROOM ELEVATION n '° .-.._-_- ___.._......__...__.._......_.-.._--_.__.___.._. 3. Provide insulated pipe sleeve at:exposed lavatory plpne. SCALE:l/4"=1'-0" z 0 P- I I (+1 242, /2 •, ' I N � I 1 Q � w o p � w o,4 w W 0 00 0 � • i wW� V r• � W u V W N W v �© 7'' .44 - EG"- 48.97 1 IH OF �� ���c�Rg- y�L � TOWN OF BARNSTABLE ZONING - BY-LAWS DATED FEB 1985 �o PAUL R. ZONE: INO RYLL No. 32448 v� SETBACKS 9,GISR 1) = sloN FRONT 60 'Qt tKNod; SIDE = 30' REAR = 30' PROPERTY LINES SHOWN HEREON WERE COMPILED FROM PLANS OF RECORD AND DO NOT REPRESENT PROJECT NO . 3-1645-00 AN ACTUAL SURVEY ON THE GROUND. ---- -- -------- -- ---THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED PLOT PLAN ON THE GROUND BY SURVEY ON 3/7/86 in AND EXISTS AS SHOWN AS OF THE DATE OF LOCATION. BARNSTABLE MASS - THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND SCALE: 1"-50' MARCH 8 1.986 ' SHOULD NOT BE USED FOR ANY OTHER PURPOSE. -- - ---- ------ - - -- - -- -- BSC / CAPE COD SURVEY CONSULTANTS 3261 MAIN STREET EA TE ROFESSIONAL LANDS YOfl - BARNSTABLE VILLAGE, MA. 02630 (617) 362--8133 I _ A 314" BOLT: zw;_ 2,"X10".NAILED, II w w ; 3-2 X6 HANGER I :m ¢ EXIST. MASONRY WALL i 4", MAX. , SECTION B N v. w 9'0" N EXIST. MASONRY-BLDG.! 30'U" 6`0 i I EXIST. CONC. P -- LATFORM PITCH 112 12.'' ' I ELEV.-43" _ i TYPICAL RAIL'... _ ALL RAILS AND POSTS TO $ �(1NYL COATED AL`UMfN0M)i ELEV. 18" 'HANDRAIL AND STAIRS _ r , o PITCH 1 12Lo _ SAME 2'L, co ti , , " _ /4 :S , 700 .. . 314" BOLTS 24"O.C. TOP AND BOTTOM SIMPSON JOIST HANGER _ _ - _ _—. ; I 3-2'"X6 �w { SIMPSOASE ANCHOR N B I 4 ,i f l j if un qr z - 10 CONCRETE FOOTING :;.. :ALL STRINGERS 2"X6" d O a -- M r _.. HE 6"X6" POSTS(TYP.) ALL LUMBER TO BE P.T. TYPICAL. SECTION A-A - SOUTHERN PINS Scale Date - - HANDICAP RAMP �ZH OF MqS MTDANTE F. MOWUORI P E. Drawn By P r o i. -ty: r HARVEY BUILDING PRODUCTS CONSULTING STRUCTURAL ENGINEERS OI Checked By Sheet M. 346 BOSTON POST ROAD,SUDBURY,MA 01776 I HYANNIS, MA s N TEL.978-443-8071 e-mail danmont9vertzon.net' P r o j. M'g r ONAL E i I I I I i it I I j j II I Revisions r! �y i `Y Grr + n ! 1 r� I HEREBY CERTIFY TO THE BEST OF MY ' KNOWLEDGE INFORMATION AND BELIEF, IX THAT THE LOT CORNERS, DIMENSIONS, ;: � � - INC ELEVATIONS AND SETBACKS TO THE f BUILDING OR STRUCTURE AS .SHOWN ON ° 7 I� THIS PLAN ARE CORRECT AND ARE THE RESULT OF AN ON-T -GROUND SURVEY. ao2' OF 4 o s c s DH D q� BENCHMARK: o HELD FOR UNE - ✓ .K 1 JOHN S. � � TOP OF CONCRETE BOUND i : o ANTHONY � - EL V.-6 .84 NGVD 1929 NC E 9 No.40035 I . E 9p p Q LOCUS MAP. � 9 I N E Fs � P > si S�Q , Scale: 1 = 1500 t D E D /VA TE - 100 VUl R I P 3 o I Z I z o � P.L.S DATE 0 0 ol0p S81'5712 E 9.to m 0 5 z r �Inl CBD 58157• 12EiiiiiiiiiiiiiiiiiiiiiillillilllllllllllllllIIIIIIIIIIIIIIIIIII FND 1 30 8.04' o.a�s' f-o.os' 12 W N8157 CBDH s 50.06 D (HI LOT 25 Project Title CBa N F FND N MSPcc G A .B44L 1' 07W: INDEPENDENCE PARK, INC. 35.Jo • 1. LOCUS OWNER: HARVEY INDUSTRIES INC. No. 186 EXISTING SHED 2. ASSESSORS REFERENCE: 314 024 005 (UNDER CONSTRUCTION) .� 69.9 BREED'S HILL 0.02 3. DEED REFERENCE: BOOK 4729, PAGE 33. 0.03' ROAD 4. BARNSTABLE COUNTY REGISTRY OF DEEDS. coNc PaD 5. LOCUS LUES WITHIN FEMA ZONES "C" AS SHOWN ON FIRM MAP IN 1TY PAN 250 01 COMMUNI EL 0 0005 C, DATED AUGUST 19 1985. 3J•5 , AD BARNSTABLE � /, . / CONO P 3, ' r. EXISTING a ` / % 6. ALL ELEWATIONS REFER TO THE NATIONAL GEODETIC te i FOUNDA TION LOT 24-4 /i/r/r//r/ ;i „ ADDITION Nam. VERTICAL DATUM (NGVD 1929) MA CONDOMINIUM BOOR-55 94 f ` cn i 90. TOP OF o COMPLEX \, FOUNDA TION= 55.9 7. LOCUS LU'ES WITHIN A WELL PROTECTION ZONE BASED ON A REPORT PAD o SFOME TION PLAN, ;, i \ � ENTITLED "GROUNDWATER AND WATER RESOURCE PROTEC m (31 oPosr -+ / o, t a EXISTING BUILDING BARNSTAIBLE,MASSACHUSETTS" PREPARED BY SEA INC., BOSTON, b s / w HARVEY INDUSTRIES r/, MA, DATI£D SEPTEMBER, 1985. a / 2".S"T. ,METAL & BRICK r Posr o / No. 186'BREED'S HILL ROAD / - i D ; ; 8. LOCUS LIES WITHIN BARNSTABLE FIRE DISTRICT #2 m / , FFE=55.95 9. LOCUS DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL Prepared For I i / / .� o rn rn i� /o � � ; 9' ..� ���� CONCERN AS DESIGNATED BY THE COMMONWEALTH OF MASSACHUSETTS, HARVEY INDUSTRIES, INC. �_ j ,� �i �' EXECUTIWE OFFICE OF ENVIRONMENTAL AFFAIRS. 1400 MAIN STREET 2O1�I1yGRB � ,a 10. LOCUS (LIES WITHIN A LIMITED INDUSTRIAL ZONE WALTHAM• MA 02451-1623 Zoned: LIMITED INDUSTRAIL (781)-398-7800 Item Required Exists 119,169 sf. Minimum Lot Area 90,000 s.f. 0 Minimum Lot Frontage 20 ft. 317.54 ft. 3041 1 r ' w Minimum Lot Width 200 ft. 317.54 ft. o 1200 r Minimum Front Yard 50 ft. 55.5 ft. ' _ Yard 3 0 ft. 30.4 ft. ; !'/i% i - ' PL AN rE iR NC Minimum Side , Minimum Rear Yard 30 ft. 65.5 ft. ylor 1. BREED'S HILL SUBDIMSION PLAN OF LAND IN BARNSTABLE, MASS /Daw , Maximum Height in Stories (Feet) 2 (30 ft.) (under construction) PREPARED BY DOYLE ENGINEERING ASSOCIATES, INC. DATED APRIL 26, Vl9 (whichever is lesser) 't ` 1984; SCALE 1""=100' Maximum Building Coverage 25% (under construction) Groff (in Percent) z, LOT AREA ', 2. PLAN OF LAPND IN BARNSTABLE, MASS, PREPARED FOR INDEPENDENCE Maximum Lot Coverage 50% (under construction) �9, 169 S.F. I PARK, PREPARED BY DOWN CAPE ENGINEERING; DATED AUGUST 6, 1985, Inc. (in Percent) OR SCALE 1 =50', IRECORDED IN PLAN BOOK 403, PAGE 55. um Natural State 30� (under construction Ten Forbes Road Minim 2. 74 ACRES ' 3. PERIMETER FLAN OF LAND INDEPENDENCE PARK HYANNIS, MASS, Braintree, MA 02184 (in Percent) ! PREPARED FOR INDEPENDENCE 'ARK, INC., PREPARED BY E.J. FLYNN g ' 9-7070 ENGINEERS, INC,., DATED AUGUST, 1984. SCALE 1 =100 FAX 7 1.849- FAX 781 t N � 849.0096 Drawing Title t lrnK,/Fr j'J �G i J a01' s/cn, - �wcG" i DH l I j FND !vFOUNDATION CBDH/F7VD ..► 11�3 ' �. �..- � (HELD FOR P03/nON) 322. 14 76 35 45 S 76 35 45 E 51. 12' DH/IND S76 35 45 IF AS-BUILTI PRI VA TE 50' WIDE � HPLAN B R E E' D S I L L R 0 A D LEGEND sale. 1 -30 O CBOH CONCRETE BOUND W/ 0 15 30 60 75 FEET ao1' aof' BENCHMARK:, DRILL HOLE TOP OF CONCRETE BOUND FND FOUND Date FEB. 3, 2003 Drawing No. Proj. Mgr. Z.J. ELEV.=48.96 (NGVD 1929) PURPOSE f�f. FINISH FLOOR ELEVATION Calc Desi n M.W.C. THE PURPOSE OF THIS PLAN IS TO SHOW THE AS-BUILT LOCATION OF THE BUILDING Check ADDITION FOR THE LOCUS AREA THAT IS BASED UPON AN ON-THE-GROUND SURVEY Drown M.W. COLE THAT WAS PERFORMED ON JANUARY 27, 2003. Job. No. 1-1826.00 Last Rev. 1826-ASBUIIT.DWG Revisions Ltl�0.02' 0 a „ 1 � , (HELD FOR LINE) R D _ -- N C , E BENCHMARK: . ...-- LOCUS MAP. EP TOP OF CONCRETE BOUND ---- • Scale: 1'= 1500'f - I D _ WIDE ELEV.=69.84 NGVD 1929`) I VANE -�1-- 1 ( PR SMH PROPOSEDJ R=65.26 SEWER 1=s0.20 __ _ s ---- - 7- ` Z 1=55.11 ___�---- -__---- S -'_---- - m o I O 1=55.83 EASEMENT ag - i o Ioo _ 1=5592 (150 sf) ___ _- - -- -- 5 - s S81'S7'12 LEGEND - _ ~l - S 8.. 5E!"TER 9.50 o ce�N CONCRETE BOUND W/ .-�I•p / �_ ---- - -- C, 19" w�rFl�T w-I '► `v DRILL HOLE SMH I oo _____. J rats s - _- -- --- � �, I S - --- __ - IM R=57.81 �In1 - ---'_� S -� c 6 -5-0.0?-7 r� - 4�d0.a.,- g FND FOUND 1=4793 _---- _r- c:�L 5E4Y_F L-- LEACHING CB '1 L"� - -_ - f .e 1=48.06 R=62.44 $ 57 L^ LIGHT POLE --- - - 1 SUMP=55.34 CC8 FND 08 4 __- w ' - i ' ao4 ` % o UTILITY POLE _- ��,_3 •0 205.24 ` R'RIGA°'of� 0°s /- "`�° WATER VALVE I Geri w N08602'48"E 4-1'"PIPE-S� DRAIN LINE 12 tl"A •' U:__ --- --t g1�57-1-�2---W=- �r '~ ceDH � LOT AREA 15.00' - 50.06 D (H/T) r' r Project Title SEWER LINE - -- S.F. " N08 02 48 E 1 �0 119, 169 o S8'1 5712E � ' 15.00' �7 _-- - --- -- GAS LINE oR 10.00 GENERAL NOMSSS: ELECTRIC 2. 74 A ORES � ' TELEPHONE CHAIN LINK FENCE p S WATER LINE o 351 1. LOCUS OWNER: HARVEY INDUSTRIES, INC. No. 186 o { OVERHEAD WIRES O AREA ` i , ��.����":\\\ cRAVE� 1 � � 2. ASSESSORS REFERENCE: 314 024 005 BREED'S HILL CONTOUR �, p �� 9sxs SPOT GRADE o'02 D \\\ 3. DEED REFERENCE: BOOK 4729, PAGE 33. 0.03' OPEN SHE ' PARY I, (� SPACES) \ m rf3 E�gPLOYEE ROAD �V Et: CATCH BASIN [)A1111 DRAIN MANHOLE ` v Q) \ :; � 4. BARNSTABLE COUNTY REGISTRY OF DEEDS. � AA'' Csasf' SEWER MANHOLE 81•'� CONC PAD ' 5. LOCUS LIES WITHIN FEM/, ZONES "C" AS SHOWN ON FIRM MAP I'v OE1fl ELECTRIC MANHOLE / o //// //,ii/!/%� COMMUNITY PANEL 250001 0005 C, DATED AUGUST 19, 1985. C r�1�1 TELEPHONE MANHOLE 31.52 i///// COOL PA /i/r/ O //// FLOOR=55'9� %' BARNSTABLE HYDRANT 1 / ///// /r f2o 3� i \ EXISTING 6. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC �cc FOUNDA TION w �. GAS GATE ' / % ///r//// 4 55•g / ADDITION N•� � to VERTICAL DATUM (NGVD 1929) MA f3CC / �, / F!OOR' / O BITUMINOUS CONCRETE CURB i / 9o•ss / TOP OF / FOUNDA TION= 55.9' Ui 7. LOCUS LIES WITHIN A WELL PROTECTION ZONE BASED ON A REPORT CAPE COD CURB TRANSFOME co ENTITLED "GROUNDWATEf AND WATER RESOURCE PROTECTION PLAN, SIGN m / oPOST D �, EXISTING BUILDING w BARNSTABLE,MASSACHUSETTS" PREPARED BY SEA INC., BOSTON, STONE WALL p HAI.?VEY INDUSTR/ES % t LOT 25 MA, DATED SEPTEMBER, 1985. I 1 R�-T KAL L cn / / 2 ST METAL & BRICK \ 0 RETAINING WALL ,POST % "T N F D , / No. 186 BREED HILL i STABLE FIRE DISTRICT #2 CONC CONCRETE / ; = / MSPCC INDEPENDENCE 8. LOCUS LIES WITHIN BARt'I FFE 55.95 / I p ' E j UNABLE TO MEASURE LOT 24-4 PARK, INC. N ,.,•- 9. LOCUS DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL Prepared For CONDOMINIUM Z _ /4, �. :� ELECTRIC g9.9' COMPLEX o �'' m / Z' / ""Er�R ' HARVEY INDUSTRIES, INC. ��� CONCERN AS DESIGNATED BY THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS. 1400 MAIN STREET 1v o GASA/m � � 10. LOCUS LIES WITHIN A LMITED INDUSTRIAL ZONE WAL.THAM, MA 02451-1623 (781)-398-7800 , IT UN 1 AC ---, � o , cfl % 1 105•p9 tGAlf C) Z G BLOCK / o� 120.0' �//, . /l GON Q PLANREFERENCE Daylor ,,, ;TOr' sP ICES ( 1. BREED'S HILL SUBDIVISION PLAN OF LAND IN BARNSTABLE, MASS 1 , [ PREPARED BY DOYLE ENGINEERING ASSOCIATES, INC. DATED APRIL 26, Consulting 1984, SCALE 1"=100' 4 Group n 4 VIS,roR SPACES m t 2. PLAN OF LAND IN BARNSTABLE, MASS, PREPARED FOR INDEPENDENCE Inc. PARK, PREPARED BY DOWN CAE ENGINEERING; DATED AUGUST 6, 1985, __ I '� SCALE 1 =50 , RECORDED IN PLAN BOOK 403, PAGE 55. R=49.62 R U M v 1 y Ten Forbes Road 1=4704 ( ) R=50.24 0 1� 3. PERIMETER PLAN OF LAND INDEPENDENCE PARK HYANNIS, MASS, Braintree, MA 02184 R=49.41 1=45.99('A 1=45.55 1=45.94('B') PREPARED FOR INDEPENDENCE PARK, INC., PREPARED BY E.J. FLYNN 781.849.7070 �Q R=48.11 LEACHING MH I=45.94("C) O �i CA "= O' R=50.14 oe 1 ` EMGINEERS, INC., DATED AUGU.T, 1984, S LE 1 10 FAX 781.849.0096 LEACHING MH - N 1=(U.T.M.)(OUT) I=45.57 ^, LEACHING MH 1 R-50.64 A 1=42.66 S=38.14 R=50.23 1, P wslTaR SSA 5 /=•J-9.2 , 1 Drawing Title 1=46.92("A') 2" CMp I I I m i S=40.90 I LEACHING H R=48.00 ^B U _A';�-r-G p I � I � ' R=48.95 \ R=48.85 l� 1=43.00(OUT) _-"p 12 ., I 1=44.6 1=46.19 l=(U.T.M.) 1 CAI i u.^b r 1 \ II-1c am' HARVEY -, R 9.813 QD \/� ) R=46.91 72» 1NOUSTPIES l=(U.T.h�.) - UY S 40.51=41 ' i R=47.52 SIGN , I p 1 R 48.16 fND Q1 i TELE MARKER �ti ��•. �=(U T.M.) (� " h O� �+ CBDH/l rvD �© \ !. ----- �2'�1�PE 322. 14' `�w ° �f R-U.TM. s o6 76'3545" J'T E (HELD FOR POS/AON)[4*� 110.39 - S 76'35'45" E � BDH/�IVD/ �G c t --- -- - -- E 31. 12' -BUILT R=46.68 5 w1 coNOUrT AS S76 3 CCB 1=43 IJ(OUT) L"CPI/ l=43.68 CCB PRIVATE TE - 50' WIDE ) S=38.9 PLAN B R EE D S , � HI R O A D _ _ != W---- Pd- S NA TER --- 14 - 4l W----------- ----------CCf3 -_- -- W- 6 WA TER. - ��l i CCB-- ---------- ------'- G G G G - G G G G G 1=41.35 tiYo S=38.49 sYl - Scale: 1 =30 LEACHING CB R=45.59 1=41.34 0 15 30 60 75 FEET S=39.13 \\-APPROXIMA TE BENCHMARK: - ao1' a01' LOCA77ON Date MAY 23, 2003 TOP OF CONCRETE BOUND 4" Gas raw ng o. Proj. Mgr. Z.J. I ELEV.=48.96 (NGVD 1929) PURPOSE Calc Desi n M.W.C. THE PURPOSE OF THIS PLAN IS TO SHOW 1THE AS-BUILT CONDITIONS FOR THE LOCUS Check AREA, THAT IS BASED UPON AN ON-THE-(GROUND SURVEY THAT WAS PERFORMED ON Drawn M.W. COLE OR BETWEEN JANUARY 27, AND MAY 20, 2003. Job. No. 1-1826.00 Last Rev. 1826-ASBUILT-2.DWG 2 3 4 HYDRAULIC SYSTEM ANALY515 (HARVEY, INDUSTRIES) A Q LOCATION DENSITY/DESIGN AREA # SPRK REF PTS HOSE SYSTEM DEMAND PSI REMAINING EXI5T WAREHOUSE .495 GPM/5Q FT/2000 SQ FT 29 52-58, G2-G8 500 103G.75 GPM @ 42.37 P51 13. 17 PSI I I n 72-78, 82-88 - I I �■ 93 i I -- I - EXI5T MEZZANINE - .20 GPM/5Q IT/1500 5Q FT 18 170-187 250 447.GG GPM @ 57. 1 P51 7.44 P51 COD E - � I �L STORAGE 247 GPM/5Q FT/2000 5Q FT 25 1 10 134 500 755.34 GPM @ 48. 1 1 P51 9.33 P51 I I Q NEW G" FEED MAIN R15ER REMOVE 2 1/2" DROP- INSTALL 3" CONNECT TO EXISTING I I lJ 0-- - - - - - - - - - -- (DI I GlI I 1 211 2" 2" 2f' 2" 211 3 I 8-0 81-oll81-oil8-0 8'-0" 8'-0" II I I 2" 2" 2" 2" 32 _ 12 P,�_n° -nil _o, -E—REMOVE 2 I/2" DROP- INS ALL 3" EX15T 3" FOR CONTINUATION EE 5HT. 5P-2 211 211 211 211 211 3 133 Q - 3„ 81_011 A_OIt 31 I 1 1 1 CJ _ - N � I_ — a 34 2" 2" 2" 2" 8 OLD 5TORGE AEA 8'-0" 8' D14 _S -o .0 81-011 G. F IN . FLOOR EL. 9 . 75' I � a _ o �. IIIA D t � . 2" 2" 2�� 2" 2" 211 35 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" I � I2" 2" 2" 2" 36 DIG8'-0" 8'-0" 8'_0, 8' o" HE E 5 H E:ET 5 P-2 211 211 211 211 al -oil 8'-0 8'-0 8'-o ►7 I a I E N REMOVE 3"- AIN i EXISTING WAREN USE I E-4 ,. 211 ;. 2" _..-G" 211 211 ��� 3 I _ _ 00 8 0 8 0 8-0 8-0 81-0 77- -o11 I N5TALL 8" CAP U I,rG—j�l _ I N SREMOVE EXISTING RISER- 2" 2" 2" 2" ---� 8" CL DI SEE 5HEET$P-3 (�I I a 39 _ 8'-0" 8'-0" 8'-0" 8'-0" NEW RISER DETAIL W EXI5T'G LADDER N SEE 5HEETSP-2 _ 19 NEW RISER LOCATION I O 211 211 211 I w p 40 Grl\ �-, 8'-0" 8'-0" 8'_oil 8'-011 D2O W W ) 94 C93 92 9I 90 co O w 211 2 2 2 2 2" 41 rr 8' 0�� 8' 0 8' 011 8.0 V p W p w I co II 59 C58 57 56 55 54 53 52 5I 50 � . 42 2 2 211 2" O O 8'-0" 8'-0" 81_011 81_011 ME ZANINE _ G C - — 62 p ---- ---- ----- - ---- ---- ---- ---- - -- - ---- -- -- - -I H cc 211 211 21 211 4 43 23 Q W I O 8-0 8-0 8-0 8-0 O _ e 79 C78 e 76 75 74 73 72 71 70 OCCUPANCY- ■ 211 2".> 211 211 211 �� 44 „ 24 COLD STORAGE- 8 1-0 8'-0 8'-0" 8'-0" 81-011 1_Qll PALLETIZED STORAGE OF CLA55 II THROUGH IV COMMODITIES TO 12-FEET ASPHALT COATED FIBERGLASS 5HIINGLE5 (CLASS III) I � 89 C8, 87 86 85 84 83 82 81 80 O FICE 2 `0 ASPHALT IMPREGNATED FELT (CLA5i5 IV) n O O O O WOOD SHINGLES (CLASS III) 45 25 WOOD 51DING (CLASS II) O N ASPHALT COATED FIBERGLASS (CLASS III) OFFICE I �/ O co STORAGE OF CLA55 II AND III COM1MODITIE5 ON CANTILEVER RACKING TO I G-FEET i � O POLYVINYL CHLORIDE (VINYL SIDING) 0 p WOOD 51DING cn v O a� EXISTING WAREHOUSE- (MAXIMUM OCCUPANCY) .o o o 0 DENOTES EXISTING 5RA55 UPRIGHT SPRINKLER 28G° F 17/32" ORIFACE PLATFORMI UP STORAGE OF CLA55 II THROUGH IW COMMODITIES TO 20-FEET ON SINGLE AND DOUBLE ROW RACKING O ■l - EXISTING P U P O SPRINKLER SCALE: 1/8"=1' Q UP 51DE ALK - � 2 3 �N x 4 AUX DRAIN 2" DRUM DRIP 5EE DETAIL 5HT 5P-3 11 H —. IG11G11 G11 I 21 '-0" 21 21 '-0" 99 21f 21� 2�1 2�0 21 211 n 1 1/2" O DENOTES GLOBE MODEL JN BRA55 UPRIGHT SPRINKLER 2,5G° 17/32" ORIFACE PROVIDE SPRINKLERS f BELOW OH DOOR TRACK 1 -�-- Elevation = 1 &-0° Elevation = 12'-4" > DENOTES GLOBE MODEL JN HORIZONTAL 51DEWALL 5PRINKLER 1 55° 17/32" ORIFACE ( I m 211 2" 2" 2" 2" 2" Q o DENOTE5 EXISTING BRASS PENDENT 5PRINKLER I G5° 1/2" ORIFACE 1 O 2 1 9-9 9-9 9-9 9-9 9-9 9-9 I O I I ° I B WATER MOTOR GONG 1 1 4 211 211 211 2111 211 211 r- - - - - - - - - -, r- _ - - - - -- - - - -, I I I I I 9'-9" 9'-9" 9'-9" IS 1/2" 2 o d I 98 o I N 1 50 211 211 21' 21 " 211 2" 3" EXI5TING O 3" EXISTING 4 9-9 4" I = REPLACE EXI5TI qG 2 1/2" DROP 1 3" = C cl o O CONNECT TO EXISTING 211 211 2" 21 " 2" 2" 1/2" 2 7,211 2 I 1 '-7" 9'-9" I55 154 152 I53 _ _ OLD STO RAG E A EA _ o _ N N ----T— = FIN . FLOOP, EL. 9 . 75' 211 211 211 211 211 211 _ N N 99 99 99 99 z A � ` . ® C7<a -� _ p I > y v cc 8E c5 o : = _ _ o D 211 211 2". 211 211 211 9'-9 9'-9" 9'-9" i N O N i I o o N 172 1 211 2 211 2 211 2 d - 9'-9" 9'-9" it 9'-9" 9'-3 " J FIRE HOSE RACK O cn - - — E z I I75 1 I3f I27 I2 II9 i Z - JAN. 211 211 211 211 211 211 10o W RE N 5 E U P 3 9'-9" 9'-9 9'-9" 9'-9" 9'-9" 9'-9" O _ = No I W — cam. p I V♦ Q = b N cl MEN - - 178 I To I L T TOILE o M O 132 128 12 120 16 113 I10 i OL WOM N O O O O N 0 _ OFFICE 2" 2" 211 2 2" 2" I I� � J = = m = EXIST'G LADDER D. 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 91-91� 10I I W — N o N _ _ �awcoPr PA55AGE I W _ = N - o cc (s) ---�-- F c,n o O ' I 18I I ALES OFFICE 133 129 12 i 2 I 17 I I4 III b � Q LWLJ O O O O � _ 2" 2�� 2" 2� 2" 2" - m DO29'-9" 9'-9 9'-9" 9.9�� 9�_9� 9�_9LU - O 184 b I c O o I O I n 134 130 12 12 2 I 8 115 112 — I � (�—^, I(In' _ 2it 211 211 211 211 211 I V J W N o_ N 9'-9" OI I IfINS ECTOR5 TEST CONNECTION D 4" 4" I 0 O87 18G 85 DRY 5 STEM = U GA5 METER _--T- p - --- ---- - — ——— -- --- - - - - — —— — —�- - - -- - - -- - - - - --1 O ELECT BELL 4" "5TORZ" FIRE DEPARTMENT CONNECTION DISPLAY REA OL � PRO IDE SPRINKLERS A/C COMPRE550R BEL OH DOOR TRACK \-Z. I Z I > L ■ — I I _V rV z ct� NEW 8" Fire 5ervic6e — VER50 ( ■' W' LOCK WALL - - - - - - - -� VESTIBULE ° 1 N oO O O cO O ELI _ -+� O LANDSCAPE O —. , c .� — .-, U 3 4- O 0 s O PLATFORM UP 8" Conbraco DCV O 0 2"- I O" Z � O SPRINKLER PLAN UP SCALE: 1/8"=1' UP SIDE ALK RISER PLAN SP �2 SCALE: 1/4"= 1' n cArL'NAK tmnllaoor pr►aorl U CAREwR 1ooIwMLMor arlson _ V amwm l[ 18*RXXoor a�oN too IN0.eLro.NARL4 FL 341a o0o/o ILw.MMli4 FL 34104 /Io M aw NOIA FL 34104 1p R 34104GENERAL NOTES: ABBOUD FA%� :(/41, ND 0-9 DDz FA%: )=:is+e� - ADD DDz F�I ,=: - ®OD Hu x FAX w IM4m:1-I00-3L-3II7 I�e��/wm.omo*own/Mownwi.htmi O ne1��/wwcan@b.an�sm.h1r1+I O http://www.oweV.00mliomnou.htW O ht*//ww.00 I/loo�rl«w•mmI O MODIFICATIONS AND ADDITIONS TO HYDRAULICALLY DE51GNED WET PIPE SYSTEM PER me or La�Noaa,a O I AFF1a1oo►a1 Au �� a aF ANMao m1m Al AFrllorra rolt ALL w a,�wa w°O in=MID A014110M FOR Nwio n naoa F1nNo oaa��r �� I a1lllo'wa AM ilFoa ALL WJPM I f D M71I .n FS MOW Mom• • �• * �� �— APPLICABLE SECTIONS (OF NFPA-13 1999, EDITION. LOIIIMIDIT AND oYI7DAe-NOLIIDMO F11t lIMINIJQ COIIPt1oR AND tt><10A-NC!lDNo FK I!'I/IOOL LISTED oa�MuoR AND snmlo-IN0tA01N0 INK/FIIIIOEI• LISTED IEOUlIQIT uO naioa-nallo0w FR>�NNlaat ' LISTED Q LISTED Break Strength Certified—Color Coded—Prestretched Break Strength Certified—Color Coded—Prestretched Break Strength Certified—Color Coded—Prestretched Break Strength Certified—Color Coded—Prestretched SEISMIC WIRE ROPE/CABLE' BRACING SEISMIC WIRE ROPE/CABLE BRACING SEISMIC WIRE ROPE/CABLE' BRACING SEISMIC WIRE ROPE/CABLE' BRACING WAREHOUSE ADDITION 15HALL BE A DRY PIPE SYSTEM HYDRAULICALLY DESIGNED PER THE A 4 wwry m0110 crram REQUIREMENTS OF NFP)A-13 FOR STORAGE OF CLASS III COMMODITIES ON CANTILEVER WIU yM*A.WOW of '"xa _Z RACKING UP TO A HEIGHT OF I G-FEET. THE SYSTEM SHALL BE CAPABLE OF PROVIDING A f� 0. °°�`"`°`�` DISCHARGE DEN5ITY OF .247 GPM PER SQUARE FOOT OVER THE MOST REMOTE 2GOO wR � SQUARE FEET WITH A HOSE STREAM ALLOWANCE OF 500 GPM. New 'MAiISMIN OwW LON011"AL dwaM• &�. .�'a � ALL NEW PIPING IN COLD STORAGE WAREHOUSE SHALL BE HOT DIPPED GALVANIZED STEEL. WRAPPED CONNECTIONS FOR PIPE or CONDUIT ,,,�� SCHEDULE 10 WITH MECHANICAL JOINT AND GROOVED END FITTINGS FOR SIZES 2" AND /a: ooAMY LARGER, SCHEDULE 40 WITH CAST IRON FITTINGS FOR SIZES I ' AND SMALLER EXCEPT _w Im WHERE NOTED ON PLAN. e awr ouI mar rR "my ,r ALL MATERIALS SHALL E5E UL LISTED FOR FIRE PROTECTION USE. 00 r� �. oo, RIME�'� onr�aos wa I M, Owo„a A HYDRAULIC ANALYSIS, OF THE EXISTING SPRINKLER SYSTEM DUE TO THE RETROACTIVE CAN !URC COMO M WIME M r WILE cnCN w' " INSTALLATION OF A BACKFLOW PREVENTION DEVICE AND RELOCATION OF THE FIRE SERVICE CONNECTIONS TO CCL,EIVIIS HANGERS �y,O�RgSUPPORT MEMBERS Ipp�,y� PLAN VIEW PLAN P�aNMyvlE,wyyp,�/py ENTRANCE WAS PERFORMED. MOx: °i i Mwia 1010i.OL 10AM OMtlM1g1° wins oni I O N1F MV�" Salem N I � �"M'0' M/s:Mj IOIM� MifO ' ow �ua..0=a..a AMR.rMr�wo arMa ow : a: a. wo TYPICAL CABLE CONNECTIONS TYPICAL CABLE CONNECTIONS LONGITUDINAL BRACE TRANSVERSE ( LATERAL.) BRACE THE EXISTING MEZZANI�JE IS DESIGNED FOR THE STORAGE OF CLASS III COMMODITIES TO BRACED COMPONENTS TO STRUCTURE FOR PIPING and CONDUIT FOR PIPING and CONDUIT BELOW 12-FEET AND 51•HALL BE CAPABLE OF PROVIDING A DISCHARGE DENSITY OF .20 GPM owy.u..o.. rno a Iuw.e.w.,ow ,o,o„o claw ,,,M at.o.,o, mom PER SQUARE FOOT OVER THE MOST REMOTE 1500 SQUARE FEET WITH A HOSE STREAM ALLOWANCE OF 250 GPM. PIPING SHALL BE REPLACED WHERE INDICATED ON PLAN, THE EXISTING WAREHOUSE 15 HYDRAULICALLY CAPABLE OF PROVIDING A DISCHARGE DENSITY OF .495 GPM PER SQUARE FOOT OVER THE M05T REMOTE 2000 SQUARE FEET WITH A HOSE STREAM ALLOWANCE OF 500 GPM. THIS SYSTEM IS CAPABLE OF SUPPORTING THE STORAGE OF NON-ENCAPSULATED CLASS IV COMMODITIES ON SINGLE AND DOUBLE ROW RACKING WITH 8-FOOT AISLES TO A HEIGHT OF 20-FEET. INTENT: ALL HANGERS SHALL BE PER,THE REQUIREMENTS OF NF PA-13. �_ 'its IT 15 THE INTENT OF THE CONTRACT DOCUMENTS TO SHOW AND SPECIFY A COMPLETE AND OPERATIONAL WET DRY PIPE �S� 5Y5TEM(5). ANYTHING THAT IS NOT SHOWN OR MENTIONED BUT REASONABLY IMPLIED SHALL BE PROVIDED, 51E5MIC RESTRAINTS 55HALL BE INSTALLED ON NEW PIPING PER CDTHE REQUIREMENTS OF �� CD a :•; NFPA-13. z W 1-0— THE DRAWINGS ARE DIAGRAMATIC, INTENDED TO SHOW WORK SCOPE AND NOT INTENDED TO SHOW ALL OFFSETS, FITTINGS, HANGERS, VALVES AND APPURTENANCES WHICH MAY BE REQUIRED FOR A COMPLETE AND OPERATIONAL 5Y5TEM(5). FIRE HOSE RACKS 5HAILL BE PROVIDED PER THE REQUIREMENTS OF NF PA-13. Z SOME CHANGES IN PIPING ARRANGEMENTS MAY BE NECESSARY IN ORDER TO COORDINATE WITH OTHER TRADES OR ' �� BUILDING STRUCTURE IN ORDER TO AVOID CONFLICTS. IT IS THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR TO w FULLY EXAMINE A COMPLETE SET OF CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. RELATED WORK: ELECTRICAL AND FIRE ALARM WIRING SHOP DRAWINGS AND SUBMITTALS: DESCRIPTIVE LITERATURE FOR ALL EQUIPMENT, SHOP DRAWINGS AND HYDRAULIC CALCULATIONS PREPARED IN ACCORDANCE WITH THE GUIDELINES OF NFPA-13 SHALL BE SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO START OF 10 WORK. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING CURRENT FIRE FLOW TEST DATA FOR USE A5 2'GLOBEVALVE O A DESIGN BASE, N E uPON COMPLETION OF WORK DELIVER ONE SET OF REPORODUCIBLE AS BUILT DRAWINGS TO THE ARCHITECT. H E--� c A PROPERLY EXECUTED CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR BOTH ABOVE GROUND AND UNDERGROUND r~mot Z PIPING SHALL BE FURNISHED TO THE ARCHITECT AT THE COMPLETION OF WORK. v 2"9CH 40 GALVANIZED � Zj 0-4 o w � o0 L DRAIN DETAI L I I SCALE: 31/4"= 1' A CI) W cn i W W SECTIONAL VALVE 4"GROOVED BPV W W/TAMPER SWITCH POTTER VSRF - 5 / PLOW SWITCH Q I/_"'1• /` L I/2'TTOFIRE /`/ R15ER MOUNT F9 M05E"CK5 I'—� FS A y ri OIWLESS 3!4 HP POTTER VSRP - (r��{- AIR COMPRE55OR FLOW 5WITCH ',. 115/230 VOLT p5 w O4'TO"STORZ"CONNECTION POTTER 05Y5U-2 O . ❑ POTTER P5-40-2 pg POTTER P5-10-2 TAMPER SWITCH P5 POTTER P5-10-2 PS 6"DRY PIPE VALVE6"ALARM CHECK T5 T9 FT—, VALVE w/TRIM VALVEw/TRIM WATER GAGE - DRY 5YBTEM CAPACITY 4"GROOVED CHECK - 4110 GALLONS o°O°M \\ o . o w/TAMPER 5WI CH TS 0 0 0 0 0 0 0o "`I/2"BALL DRIP n O I I/2"OSkY VALVE OG"BPV w/T5 ®"CONBRACO w/TAMPER SWITCH ODOUBLE CHECK 8"x 6"x 6"TEE � N 0 � Q O "� o U C 1 U RISER DETAIL o _c RISER DETAIL a SCALE:3/4"= 1' SCALE;: 3/4"=1' z O SPI3 I