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710 I I Permit Listing Report '_ ' 615 ` � ►by Permit Type 6 �il 1 I Date Range:Issued be 01/2015 And 05/16/2017 Printed On:Tue May 16,2017 S reet like"SAUNDERS STREET"OR Work Location like"*SAUNDERS STREET*")and([Type of Permit]="Building") Permit Type Address(Work Location) District Zoning Owner Work Category Est.Cost Proposed Use Details Map/Block/Lot Permit No Online Permit No Permit Status Date Issued Contractor(Phone#) Work Description Fees Paid Check# Building 44 SAUNDERS STREET(44 NUGENT,STEVEN Residential Alteration $5,900.00 SAUNDERS STREET) 029.0/0008/ 027-2017 Expired Jul-07-2016 Adam Brien(978)479-1526 replace 3 exterior doors,2 interior doors and misc trim and one window $71.00 947 35 SAUNDERS STREET(35- VAKILI,EHTERAM S Residential Alteration $10,000.00 37 SAUNDERS STREET) 029.0/0018/ 1191-2016 Expired May-18-2016 VAKILI,EHTERAM S 32 Replacement Windows $120.00 306 58 SAUNDERS STREET HARDY,ROBERT GERALD PATRICIA A Residential Alteration $7,285.00 HARDY 029.0/0010/ 1215-2016 Expired May-20-2016 John Normandie(978)692-8900 Strip and ReRoof $87.00 1455 88 SAUNDERS STREET(-88 CITY LIGHT HOMES LLC Residential Alteration $67,000.00 SAUNDERS STREET) 040.0/0007/ 1289-2016 Expired Jun-13-2016 Gary Tallaksen(978)833-1776 16x30 Addition,for two bedrooms $804.00 1814 (39-67 SAUNDERS STRE Bradstreet Partners LLC FOUNDATION // 314-2016 Expired Sep-18-2015 Verdeco Designs FOUNDATION ONLY $100.00 2 3 (32 SAUNDERS STREET) MACHKOUR,MOE Residential Alteration $13,600.00 463-2017 Expired Nov-03-2016 Myles Burke(978)697-1317 Kitchen Remodel with half bath $163.00 1234 GeoTMS®2017 Des Lauriers Municipal Solutions,Inc. Page 1 of 3 it Permit Listinz Report by Permit Type Permit Type ress(Work Location) rs oning Owner Est.Cost Proposed Use Details Map/BI of Permit No Online Permit No ermit Status Issued Contractor(Phone#) Work n Fees Paid Check# Bui ing (39-67 SAUNDERS STREET) Bradstreet Partners LLC New Commercial $1,926,000.00 / 546-2016 Expired Nov-02-2015 Verdeco Designs Construct new 15 unit 3 story residential apart building $23,112.00 11 (35-37 SAUNDERS STREET) Cifuentes,Ingrid Residential Alteration $1,000.00 564-2017 OPEN Nov-29-2016 Cifuentes,Ingrid Demo chimney $30.00 309 r i 22-24 SAUNDERS STREET MOLLA,VASILIY Solar Panels $18,000.00 (22 SAUNDERS STREET) 029.0/0004/ 622-2016 Expired Dec-01-2015 Solar City Corp.(508)380-4269 27 Roof Mounted Solar Panels,7.02 KW $216.00 777836 35 SAUNDERS STREET(35- VAKILI,EHTERAM S Residential Alteration $1,000.00 37 SAUNDERS STREET) 029.0/0018/ 625-2017 OPEN Dec-14-2016 VAKILI,EHTERAM S Insulate walls and new sheetrock $30.00 313 11 SAUNDERS STREET MULVEY,JOSEPH W&NANCY E Commercial Alteration $5,600.00 MULVEY 029.0/0022/ 659-15 Expired Feb-23-2015 Cote and Foster(978)682-6518 Make Handicap Bathroom per Plans for Change of Use to Insurance Company $168.00 2692 35 SAUNDERS STREET(35- VAKILI,EHTERAM S Residential Alteration $50,000.00 37 SAUNDERS STREET) 029.0/0018/ 911-2016 Expired Mar-01-2016 Ingrid Cifuentes #35 Second Floor,Update bathroom,Kitchen and add bathroom#37 First Floor update bath and kitchen $600.00 304 GeoTMS®2017 Des Lauriers Municipal Solutions,Inc. Page 2 of 3 Commercial Property Record Card#1 of 1 Parcel Year:2018 PARCEL ID: 210/029.0-0023-0000.0 MAP 029.0 BLOCK 0023 LOT 0000.0 PARCEL ADDRESS: 70 MAIN STREET s as of:5/16/2017 PARCEL INFORMATION Use-Code: 390 Sale Price: 300000 Book: 14086 Tax Class: T Sale Date: 12/30/2014 Page: 0314 Tot Fin Area: Sale Type: P Cert/Doc: Tot Land Area: 1.126 Sale Valid: E Owner#1: BRADSTREET PARTNERS, LLC Grantor: TOWN OF NORTH ANDOVER Owner#2: C/O MARK YANOWITZ Address#1: 1 ELM SQUARE Inspect Date: 4/19/2017 Road Type: T Exempt-B/L%: 0/0 Address#2: Meas Date: 4/19/2017 Rd Condition: P Resid-B/L%: 46/46 ANDOVER MA 01810 Entrance: X Traffic: M Comm-B/L%: 54/54 Collect ID: SGC Water: Indust-B/L%: 0/0 Inspect Reas: M Sewer: Open Sp-B/L%: 0/0 COMMERCIAL SECTIONS/GROUPS LAND INFORMATION NBHD CODE: 35 NBHD CLASS: 5 ZONE: GB Section: Section: Section: Section: Seg Type Code Method Sq-Ft Acres Influ-1/2/3 Value Class ID Use-Code ID Use-Code ID Use-Code ID Use-Code 1 P 390 A 49049 1.126 N 230492 R 101 111 202 325 Category: 1 Category: 2 Category: Category: Grnd-Fl-Area: 5201 Grnd-Fl-Area: 9179 Grnd-Fl-Area: Grnd-Fl-Area: Story Height: 3 Story Height: 2 Story Height: Story Height: Bldg-Class: D Bldg-Class: D Bldg-Class: Bldg-Class: Yr-BuEff-Yr B 2016 Yr-BEff-Yr B 2017 Yr-BEff-Yr Yr-BuEff-Yr DETACHED STRUCTURE INFORMATION Cost Built: 2016 Cost Built: 2017 Cost Built: Cost Built: Str Unit Msr-1 Msr-2 E-YR-Blt Grade Cond %Good P/F/E/R Cost Class Cost Bldg: 1131200 Cost Bldg: 2438100 Cost Bldg: Cost Bldg: AS S 15000 2017 A A ///100 43100 3 Groups(2): Groups(2): Id Cd B-FL-A Flrs Unt Id Cd B-FL-A Flrs Unt Id Cd B-FL-A Flrs Unt Id Cd B-FL-A Flrs Unt 1 1005201 1 3 1 2209179 1 4 2 1005201 1 12 2 4009179 1 4 VALUATION INFORMATION Current Total: 3842900 Bldg: 3612400 Land: 230500 MktLnd: 230500 SKETCH Prior Tot: 206000 Bldg: 0 Land: 206000 MktLnd: 206000 PHOTO 67' t h 28 28 S1 5201 Sq.Ft. 2 2 " f� r , 23 23 2 2 i 28 28 — — 67 70 MAIN STREET Site Work Schedule at 70 MAin Sf., Ndrth Andover All work outlined below subject to weather conditions Week of 615117 Install perimeter drain at commercial building-backfill/prep for perimeter concrete slabs Week of 6/12/17 Pour selected perimeter concrete slabs -remove public sidewalk-backfill/prep for perimeter concrete slabs Week of 6,119f 17 Pour public sidewalk- Pour selected perimeter concrete slabs -prep shared driveway access &landscape areas Week of 6,126.117 Cut/extend asphalt base coat as necessary- install asphalt berms/curbs Week of 713117 Install final asphalt top coat-line painting-prep landscaping beds Week of 7/10/17 Final landscaping-construct trash/recycling enclosure 6K- -7-0 � 06 O6 20I-� 0 a 4� • '' � • Town of North Andover • Office of the Planning Department Community Development Division 1600 Osgood Street North Andover,Massachusetts 01845 NOTICE OF DECISION(INSUBSTANTIAL CHANGE) SITE PLAN REVIEW Date: May 3,2016 Petition of: Bradstreet Partners,LLC 28 Andover Street Andover,MA 01810 Premises Affected: Appx.70 Main Street,Former Bradstreet School North Andover,MA 01845 Assessor's Map 29,Lot 23 FACTS On August 5.,2014,Bradstreet Partners,LLC filed an Application to allow for the demolition of the existing Bradstreet School building,construction of a new 15-unit residential apartment building, construction-of a new two-story commercial building,construction of a new parking lot,.and associated site construction and grading activities.The site is located within the General Business zone and within the Downtown Overlay District.The Planning Board unanimously voted to grant the Applicant a Site Plan Review Special Permit approving the Project. On May 3,2016,the applicant requested the following design modifications to be approved as an Insubstantial change: • To-combine the driveway of 58-64 Main Street with the approved driveway for approximately 70 Main Street into one unified driveway entrance to service both properties. FINDING OF FACTS Property owners provided a reciprocal easement agreement(REA)between Bradstreet and its neighbor to the north,the 58-64 Main Street Realty Trust. DECISION The proposed changes are deemed to be Insubstantial and do not alter either the intent or the conditions of the original Special Permit. The changes do not require a vote of the Planning Board. CONDITIONS The Interim Town Planner's finding of Insubstantial Change is conditioned on the following: 1) This Decision and the revised Plans(sheets SKI and SK.2)dated 11/5/2015 and 1/25/16 shall become part of the record and the changes will be reflected on the final as-built drawings which will be reviewed and approved by the Planning Department. 2) The Applicant shall get the appropriate approval from the Fire Department in terms of fire truck access to the site.A letter acknowledging this approval must be submitted to the Planning Department by the North Andover Fire Department. 3) A copy of the recorded easement shall be provided to the Planning Department. Town of North Andover Planning Departm;nt Jeaff Enright Interim Town Planner 4/20/2016 Town of North Andover Mail-Fwd:Bradstreet proposal to re-align Driveway entrance NO Aly OVER Massachus its ;.. Rebecca Oldham roldham@northandoverma.gov Fwd: Bradstreet proposal to re-align Driveway entrance 1 message Jean Enright <jenright@northandoverma.gov> Wed, Apr 20, 2016 at 9:04 AM To: Rebecca Oldham <roldham@northandoverma.gov> Rebecca, Please include in the electronic and hard copy project file. Jean --- Forwarded message From: Eric Kfoury <ekfoury@northandoverma.gov> Date: Wed, Apr 20, 2016 at 8:46 AM Subject: Fwd: Bradstreet proposal to re-align Driveway entrance To: Jean Enright <jenright@northandoverma.gov>, Andrew Maylor<amaylor@northandoverma.gov> Please see the attached. I let Bob know that I am forwarding this to both of you. Eric ------ Forwarded message From: Bob Lavoie <Bob@jbilclaw.com> Date: Wed, Apr 20, 2016 at 8:13 AM Subject: Bradstreet proposal to re-align Driveway entrance To: "ekfoury@townofnorthandover.com" <ekfoury@townofnorthandover.com> Cc: Bob Lavoie <Bob@jbllclaw.com> Eric Hope all is well with you.. I believe you have previously heard about the following, but if not I apologize for all concerned. Basically, on behalf of Bradstreet, I have been working and have succeeded in reaching a mutually agreed-upon reciprocal easement agreement between Bradstreet and its neighbor to the north, The 58-64 Main Street Realty Trust. The intention is to combine the two separate driveway entrances on Main St., into one unified driveway entrance, to service both properties. In addition to the visual enhancements, the thinking was that eliminating an extra curb cut along Main Street could only be a good thing. The attached Easement has plan sketches detailing everything, so I would ask you to review the easement and its attachments. Since this represents a change from the previously approved site plan, we were hoping that you, the Town Manager, Town Planner and the Planning Board Chair would consider this to be an insignificant plan change that could be processed that way by the Planning Board. https://mail.google.com/mailnui=2&ik=ab4f3cb798&view=pt&search=inbox&th=15433c5d273192ea&siml=15433c5d273192ea 1/3 4/20/2018 Town of North Andover Mail-Fwd:Bradstreet proposal to re-align Driveway entrance I'll be back in the office by 11 AM this morning after some early-morning meetings. Could you possibly give me a call today? Or let me know a good time to call you? Regards, Bob Robert W. Lavoie, Esq. Of Counsel Johnson & Borenstein, LLC 12 Chestnut Street Andover, MA 01810 Cell: (973) 302-5523 E-mail: bob@jbllclaw.com Regards, Eric J. Kfoury Director, Community and Economic Development Town of North Andover 1600 Osgood Street - Suite 2035 North Andover, MA 01845 Phone 978.688.9533 Fax 978.688.9542 Email ekfoury(&-northandoverma.gov Web www.TownofNorthAndover.com o •- - - _ - - https://mail.google.corn/mail/.ui-2&ik-ab4f3cb798&view-pt&search inbox&th-15433c5d273192ea&siml-15433c5d273192ea 213 4120/2016 Town of North Andover Mail-Fwd:Bradstreet proposal to re-align Driveway entrance Sincerely, Jean Enright Assistant Director Community and Economic Development Town of North Andover 1600 Osgood Street,Suite 2035 North Andover,MA 01845 Phone 978.688.9533 Fax 978.688.9542 Email: jendght@townofnorthandover.com Web: www.TownofNorthAndover.com cid:image001.jpg(' i j Bradstreet Neighbor Reciprocal Driveway Easement 2016 signed version.pdf 1294K httpsJ/m ai l.google.com/mail/?ui=2&ik=ab4f3cb798&view=pt&search=inbox&th=l5433G5d273192ea&sim l=15433c5d273192ea 3/3 (Fear Execution) RECIPROCAL SNARED ENTRANCEWAY EASEMENT AGREEMENT Reciprocal Shared Entranceway Easement Agreement(the"Easement Agreement")dated as of the I" day of February,2016 by and between Bradstreet Partners,LLC, a Massachusetts limited liability ,company, with an address c%Hearthstone Fealty Corporation,28 Andover Street, Axtdavex,Msachu"sett`s 01.81 ("Bradstreet") and Theodore Lantzakis, Assert Sheraj and Alexander Sheraj;Trustees of the 58-64 Main Street Realty Trust, under Declaration of'frust dated June 24,2011,.recorded with the Essex North District Registry of Deeds in Book 12528, Page 105 ("the Trust")with a mailing address of 6 Shipley Court,Middleton,MA .01949. RECITALS: Bradstreet is the owner of certain property located in North Andover,Essex County Massachusetts,known as the former Bradstreet School and located at 70 Main Street,North Andover,.Massachusetts,and being that propgrty described in a deed to Bradstreet recorded with the Essex Forth Registry of Deeds C' ejeistrv_of Deeds")in Book 14086,Page 314,shown as Lot 1 on Registry Plan No. 17146.Bradstreet intends to c onsti-uct a development containing a mix of retail and residential uses,which will have an er trance onto Main Street(the "Bradstreet Property"). The Trust is the owner of certain property designated as 58-64 Main St.N., Andover Essex County,.Massachusetts which abuts the Bradstreet property to the North and which is shown.on Registry Plan No. '33977, 'and being that property described in a Deed to the Trust recorded with the Registry of Deeds in Book 12528,Page 105 (the " Trust Property"). The Bradstreet Property and the Trust Property are sometimes each referred to herein as a "Lot"'and collectively as the"Lots". In order to enhance both properties, Bradstreet and The Trust (collectively referred to herein as the"Owrldrs")have agreed to grant the ether certain casements as described herein and as shown on(a) a plan attached hereto as Exhibit A entitled "Exhibit Easement Plan Of Land in North Andover,MA Prepared for Bradstreet Partners, LLC" prepared for Bradstreet by Hancock Survey Associates Inc.., dated October. 1,2015 (the "Easement Plan"), (b) a plan attached hereto as Exhibit B entitled "Entrance Improvement Plan" prepared for Bradstreet by JD LaGrasse& i Associates, Inc. dated November 5, 2.015 (the`Entrance Irnprovenlent flan")and(c) a plan attached hereto as Exhibit C entitled "Landscaped Island Location Sketch" prepared for Bradstreet by JD LaGrasse & Associates, Inc. dated January 25, 2016 (the "Landscaped Island Location Sketch")., The Easement Plan shows, among other things, the location of the reciprocal access, easements for reciprocal use of the shared entiariceway roadway to be.constructed within the areas shown on the Easement Plan as Access Easement `A' and Access Easement `B' (collectively, the"Shared Entranceway")benefiting the Bradstreet Property and benefiting the Trust Property. The Entrance Improvement Plan and the Landscaped Island Location Sketch shows, among other things, the construction-related details, including the location of the 2 future landscaped islands.on the Trust Property which Bradstreet shall be allowed to construct on .portions of the Tnist Property; all as shown on the Entrance hnprovenlent flan. Once constructed, said 2 landscaped islands (the "Landscaped Islands"),being located on the Trust Property, shall become the property and responsibility of'The Trust, subject to the rights and responsibilities of Bradstreet for perpetual landscaping of the Landscaped Islands,all as more fully set forth below. The land areas affected by the easements created herein are sometimes referred to Herein as the "Easement Areas". This instrument sets forth the agreement between the parties concerning the Shared Entranceway, and the reciprocal rights and responsibilities litics wi th respect to easements shown on the Easement Plan and the construction, maintenance and use thereof. Therefore, ire consideration of the mutual grant of easements, the parties agree as follows: I. Grant of Access Easen3ent by Bradstreet to the Trust. Bradstreet hereby grants to the Trust; its successors and assigns,the nonexclusive right and easement in perpetuity in common with others to use for vehicular and pedestrian traffic; a portion of the Shared Entranceway designated on the Easement Plan as "Access Easement `A"', subject to all of the terms and conditions contained in this Agreement. 2. Grant of.easement rights by the Trust to--Bradstreet. (A)Grant of Access Easement by the Trust to Bradstreet. 'The Trust hereby grants to Bradstreet,its successors and assigns,the nonexclusive right and easement in perpetuity in common with others to use for vehicular and pedestrian traffic a portion of the Shared Entranceway designated on the Easement Plan as "Access Easement SB"',together with the right and easement in perpetuity to construct,maintain,repair-and replace, the Shared Entranceway in, under and on that portion of the Trust Property consisting of said Access Easement '13',at Bradstreet's sole expense and subject to all of the terms and conditions contained in this Agreement. .2e (I3) Easement Rights iii.the Landscaped Islands. In connection with Bradstreet's intended construction activities; Bradstreet shall also be allowed to construct the Landscaped Islands at Bradstreet's sole expense, and the Trust hereby grants Bradstreet a temporary construction easement in, under and over the areas of the Landscaped Islands awned by the Test as shown on the Entrance Improvement Plan and the Landscape Island Location Sketch (shown as Area"X" and Area"Y"on the Landscape Island Location Sketch) in order to allow.Bradstreet to construct and maintain the Landscaped Islands and to provide such landscaping and hardscaping thereon as Bradstreet may desire at Bradstreet"s sole expense and discretion; once installed,Bradstreet shall have in perpetuity a landscaping easement in and upon the Landscaped Islands shown as Area"X"and Area"Y"on the Landscape Island.Location Sketch; and Bradstreet hereby agrees to maintain the,landscaped areas in perpetuity, subject to all of the terrns and conditions contained in this Agreement,provided however that maintenance of the hardscaped areas on said Landscaped Islands (including without limitation the snow shoveling, clearing and deicing of any new concrete walkway) shall be the sole obligation of the Trust. 3. The Owners, and their tenants, lessees, agents, guests, invitees,licensees and family members, shall have full, free and uninterrupted use of the.Easement Area for the purposes named herein and shall have all rights and privileges reasonably necessary to the exercise of this Easement; provided, However,that the Owners shall take reasonable steps to minimize,any . damage to the Lots, or inconvenience to any specific Owner,as a result of the Owners' exercise of such rights and privileges. Except to the extent expressly provided herein;this Easement shall not be construed to, nor does it or is it intended to create,any easement, license,privilege or right of any nature whatsoever in the general public or hi any party other than the Owners and their respective tenants,lessees, agents, guests„ invitees, licensees and family members. In no case shall either Owner be entitled to park in either Owner's parking spaces,other-than when a customer or guest ofa business or r4+identitil_ tenant on such other Owner's Lot. 4. No Owner shall take any action with respect to the Easement Area that would. interfere or be inconsistent with the use of the Easement Area by the Owners forthe purposes named herein. Except as may be necessary in connection with the maintenance,repair and/or replacement of the Shared Entranceway,no walls, fences, barriers or other obstructions shall be erected or allowed to remain within the Casement Area so as to interfere with the free.flow of vehic-alar and pedestrian traffic to and from the.Lots. Parking of vehicles within the Easement Area is prolvbited, except for such temporary parking as;may be reasonably necessary in connection with the loading or unloading of vehicles. 5. Bradstreet agrees to maintain the Shared Entranceway in a commercially reasonable state of repair. All costs associated with the maintenance,repair-and replacement of the Shared Entranceway shall be borne by Bradstreet, All determinations re'garding,the need for and extent of any maintenance,repair or replacement of the Shared Entranceway, and other rriatters-pertaining to this Easement, shall be made by Bradstreet. Each Owner shall permit suGh portions of the Owner's Lot as are located aclj scent to the Easement.Area to be used as may be reasonably necessary on a temporary basis solely iia connection with the maintenance, repair or replacement of the Shared Entranceway, including,without Iitnitation, for the temporary storage of materials and equipment, _3 - 6, If any portion of the Shared Entranceway is damaged or destroyed through the act Of one Owner, or any of such Owner's tenants, lessees, agents, guests, invitees, licensees or fiali ly members, so as to deprive the other Owners of the full use and enjoyment of the Shared Entranceway, then the Owner responsible for such damage shall be responsible for the cast and expense to rebuild and repair the Shared Entranceway to as good condition as existed prior to such damage or destruction,without cost to the or such other Owner. 7. All provisions of this Easement,including the benefits and burdens, shall touch, concern and run with the land and shall be binding upon and inure to the benefit of the Owners and their respective successors,transferees, assigns;heirs and.personal representatives. 8. The obligations and'liabilities of the Owners hereunder shall apply only with respect to the period during which each Owner owns an interest in a Lot. When an Owner ceases to own an interest in a Lot,the obligations and liabilities thereafter accruing(but not any accrued. and unperformed obligations and liabilities) shall be the obligations and liabilities of the successor, transferee or assign in ownership or interest of such Owfter. The transfbrri g: Owner, however,shall remain liable for all accrued and unperformed obligations and liabilities. 9. No restriction,condition, obligation or provision of this Easement shall.be deemed to have been abrogated or waived by reason of any failure or failures to enforce the same. 4 10. Notwithstanding that all or any portion of the Lets and/or the Easement Area may now or hereafter be owned by the same individual or entity, the easements and rights herein granted and the covenants hereby imposed upon the Lot shall not be deemed to be extinguished by merger or otherwise and the same shall be perpetual and shall not be extinguished, Except by an instrument duly executed by all Owners. 11. This Easement shall not be modified or amended except by an instrument duly executed by all Owners, which instrument shall be recorded at the Registry of Deeds. 12. The terms and provisions of this Easement are severable and in the event that any term or provision of this Easement is invalid or unenforceable for any reason,the remaining terms and provisions.hereof shall remain in full force and effect: 13. The parties, recognizing that damages may be inadequate, agree that a party may receive specific.enforcement inequity of the.provisions of this Reciprocal Easement Agreement, except as stated below, in addition to seeking damages, and the party at fault shall pay all cost of enforcement of the obligations under this Agreement, including reasonable attorneys' fee.;.. 14. This Agreement is governed by Massachusetts law. [Signatures appear on next page] �4 - Executed the day and year first above written. BRADSTREET PAR'T'NERS LLC By: it akin ,Manager-- 58-64 Main Str alty Tr V By: Theodore L antzaakb, its'. authorized Trustee Ars eraj,its duly authorized Trustee Or By; � - Alexander"Sheraj, its duly authorized True.. COMMONWEALTH OF MASSACHUSETTS ESSEX, ss. ,2016 On tbiday of W2016c,before:me,the undersigned notary public,personally appeared Wil1lU Perkins, the authorized Manager of the above-turned Bradstreet Partner, LLC; a Massachusetts limited liability coni any,proved to me through satisfactory evidence of identification,which were_h? jeer kfo4�a>w' �, to be the person whose name is signed on the preceding or.attache l do rent, and acknowledged to me that he:signed it voluntarily for its.stated purpose as the authorized Manager of the above-named Bradstreet Partners, LLC. _ f Z. Notary Public My Cotx mission Ex Tes;'' -5 - `,qHYRNA o.,,;,. COMMONWEALTH OF MASSACHUSETTS F$SEX, SS On this day of �n�'� , 2016, before me, the undersigned notary public,. personally � yp �. p Y appeared Theodore Ldntzakis,Arsen Sheraj and Alexander Sheraj,Trustees of 58-b4 Main St>t'ee Realty Trust, proved to me through satisfactory evidence of identification, which was photographic identification with signature issued by a federal or state governmental agency; oath or affirmation of a credible witness, [:] personal knowledge of, dersigned, to be the persons whose names are signed on the preceding or attached doe. tit, d acknowledged the 'foregoing instrument to be their free act and deed; Notary Public My Commission Exp es: i :. NICHOLAS M. AMBELIOTis Notdf Public P COMMONMALTHOWASSAcHU6ETT9 my tommisSlen explte.s sepiembo!j ab, 2074 -6 58-64 MAIN STREET REALTY TRUST , • ^ - DEED 1300K 12528, . �M PAGE 1 q5 FLAN BOOK 120, PAGE 600 PLAN #3.977 L=18.19' ACCESS R=89.00' EASEMENT '13' , 430±S.F L=9,29 R=30.00' R=222:00' '24,Qr7 BRADSTREET RARTNERS, LLC DEED BOOK 14086, PAGE 314 q FLAN #17148 �Yp. Ck I Vl-10 , ti � � �/ �, 1 Co -004 ' 20.44 . ' --- . •� 1...9$.82' - N403'24"W MAN 44"0'24"W 1N fiF� � ET (PUBLIC - 60' WIDE) (1898 COUNTY LAYOUT) EXHIBIT EASEMENT PLAN HANCOCK cHK 6Y OF LAND IN Survey Associates, Inc. YYC`J _ 185 CENTRE STREET, DANVERS, MA. 01923 DAM NORTH ANDOVER, MA VOICE (978) 777-30,50, FAX (978) 774'7816 1011115 PREPAf—o f QR $CAL£:* r" 20' BRADSTREET PARTNERS, LLC 0 10 '2p 40 18090 F U07d PYa t#R2 teai9olcnroS AVAD--i&D",.. art Pah JV15— 1,4 III / 1 NOM ' ALL IMPIWIVEMENTS . �� RA98 SHM 57 SRADSTt T Iasi fylAl� 11�-. F1 f�IL 0 -�11 i 4 SIC,I`!FDR 58-64 MAN: 14'' 5.0 ! +TIT, s 7-T i 4 Ito 1 V CUPS ' 1 "S Mm. R ! / 0 1 — to >� r� IBANK • GRAS$ - GRA,06 I NEW SMT_ ,,, itSIGN 26 i, 31CsN f cieassWALK SEE «/ccu UY SIDWALK _ I-RAMPS ' C�PJV'c-WAY ON-;STH s t AIGP SIi�1r8 AND5CA?� 1 AREA 1 . s STREET W7373—N9 .;oOTA N"V ' ? - i ioEpo, Rr41STE"T >�A [= LLQ -�o _ _ title: AtchtleCiS•�iigiaEBtS•tntft ols•LAnd f IMM4ENTRANCE ' One L'Im SqualeAnvet,MA 01814 r t T,978-470 3G75 F.978470-3670 IMPROVEMENT P LAN j 1 I F ASE 2 L„ GN OR OTONFJ AREA i t 1 o o e�„ +1�y4 ,r JLMUL _ H GAS MVER TY LINE . BANK OR +4/ L C r NG di ! L fjO' s f` o /1 I/ J LGN, f i't•/ j STONE i HP i r, .-AREA 1Y i 5RADSt 'EfEt FREVISION5 2016 J{1N 25 JD LaQLasse V!,; 4 5PRAD5T!': ET t 1'N RS C. °=2.0' 1JZ &.Amo Inc., rt�u: ___ =a.. 2384 Architects-Engincers=lnteelom•l.An4i Alaaniag LANDSCAPE I IAN D ShEEt: 0116 Elea 8gWro,,Andover.MA 01810 /� 1 M T.418-470- 675 F,978-470-3670 LOCATION KETCH �'r BUILDING 70 MAIN STREET NORTH ANDOVER., MA 7 t i REMOTE AREA: REMOTE AREA .1 —ORDINARY HAZARD I (WET) _ . 15 / 1500 5Q.fT. (NO REMOTE AREA #2) REMOTE AREA 3.— LIGHT HAZARD (DRY) - . 10 ! 9 ATTIC 5PRINKLERS c� Fm IL BUILDING A Drawing Date:10/19116 10119/16 13: 9 HYDRAULIC DESIGN INFORMATION SHEET Job Name: BUILDING A Location: 70 MAIN STREET NORTH ANDOVER, MA Drawing Dater 10/19/16Remote Area Number: 1 Contractor: EBACHER Telephone:978-388-4086 40 PORTSMOUTH ROAD AME'SBURY', MA 01913 Designer: J.COLTON Calculated By:SprinkCAD www.sprinkcad.com 4:51 N. Cannon Ave. Lansdale, PA 19446 Construction: SMOOTH CEILING Occupancy:FUTURE MERCANTILE Reviewing Authorities:FPE / LOCAL FIRE DEPT. SYSTEM DESIGN 3.. Coa;eNFPA 13 Hazard:ORDI.NARY I System Type:WET Area of Sprinkler Aper. 1500 sq ft,( Sprinkler or Nozzle Density (gpm/sq ft) 0.150 I Make RELIABL Area per Sprinkler 130.0 sq ft( Model.: F1FR Hose Allowance Inside 50 gpm I K-Factor: 5.60 Hose Allowance Outside 200 gpm ( Temperature Rating: 155 CALCULATION SUMMARY - 17 Flowing Outlets gpm .Requi.red: 641.2 psi. Required: 305.3 @ City Supply WATER SUPPLY Water Flow Test ( Pump Data Date of Test 3-.25-16 I Rated Capacity 0 gpm Static Pressure 125.0 psi ! Rated Pressure 0.0 psi ► Residual Pres 75.0 psi I Elevation 0 j At a Flow of 1590 gpm Make: j Elevation 0" i Model: j i Location: AT SITE Source of Information: LOCAL WATER AUTHORITIES 3 i' SYSTEM VOLUME 442 Gallons Notes: - _ - i i t I } 1 ' BUILDING A Drawing Date:10119116 10/19116 13: 9 3 r HYDRAULIC CALCULFiTION DETAILS 3 HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS I Hydr Ref W Required at Hyd Area 1 391 9.1.8 psi 1 3" .Other Valve Potter VS:R FIXED LOSS 391 3.0 1 3" Grvd Butterfly Valve Tyco BFV- 9' 120 3,068 391 1.5 1 471 Fingd Back Flow Valve Ames 200 CHART LOSS 391 3.0 Elevation Change 210'11 0.9 I Fixed Flow Inside Hose Stream 50 gpm Total Loss for Riser 8,3 psi H.ydr Ref R1 Required at Base of Riser 441 100.1 psi 1 4" Fingd Gate Valve Kennedy Gate 2' 120 4.026 44-1 0.1 it 1 4 p MJ .,0 E11 DI 10' 120 4..0.26 441 0. 6 1 4" 14J Tee DI 20' 120 4.026 441 1.2 1 Pipe 4" DTx18 America DI. 350 100' 1,40 4.238 441 3.3 Fixed Flow Outside Hose Stream 200 gpm Total Loss for Underground 5.2 psi Hydr Ref R2 Required at City Supply 641 205.3 psi Water Source125.0 psi static, 75.0 psi residual @ 1590 gpm 641. gpm. 115.7 psi SAFETY PRESSURE 10.3 psi Available Pressure of 115.7 psi Exceeds Required Pressure of 105.3 psi This, i.s a safety margin of 10.3 psi or 9 % of Supply Maximum: Water Velocity is 2:3:,2 fps BUILDING A Drawing.Bate:10/19/16 10/19/16 13: 9 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90.' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow. diagra.m.. K FACTOR .Flow .factor for open head or path where Flow (gpmj K x -\/P Qa F'low 'added or subtracted Qt Total flow DIA Actual internal. diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe. PIPE Length of pipe FTNG'S Number of fittings: See table above. TOTAL Total henath (PIPE + .FTNGIS) Pt Total pressure (psi) at 'fitting Pe Pressure due to change in elevation where Pe = 0..433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1..85 / IP,^4.87 Pv Velocity pressure (psi) where Pv = 0.00112.3 x Q^2/ID^4 Pn Normal pressure (.psi), where Pn Pt - Pv NOTES: ' - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi Addition may vary by 0.1 psi due to -accumulation of round of:f. - Calculations conform to NFPA 13. 3 - Velocity Pressures are not considered in these Calculations r ( 1 i i BUILDING A Drawing Date:10119116 10119116 13: 9 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (vPM/ (PS1^' ) ) {FSI) (GPM) (GPM) (G.PM/.SQ.FT) A5 2.00 91.7 B1 23.58 38.8 B2: 23.58 39.2 133 23.58 39.9 B4 23.58 41.3 B5 23.58 42.3 B6 23.58 45.1 B7 23.58 57.1 B8 2.00 91.6 S1 23.58 13.2 S1S 25.00 5.60 12.2 19.5 19.5 0.15 S2 23. 58. 13.5 S2S 25.00 5.60 12.1 19.5 19.5 0,15 S3 23.58 14.7 33S ?5.00 5.60 13.2 20.4 19.5 0.16 S4 23.58 17.3 S4S. 25.00 5.60 15.7 22.2 19.5 0.17 S5 23.58 21.9 S53: 25.00 5.60 20.0 25.1 19.5 0.19 S6 23.58 13.3 S6S 25.00 5.60 12.3 19.6 19.5 0.15 S7 23.58 13.7 S7S 25.00 5. 60 12.2 19..6 19.5 0.15 S8 23..58 14.8 S8S 25.00 5.60 13.4 20.5 19.5 0.16 S9 23.58 17.4 S9S 25.00 5.60 15.8 22.3 19.5 0.17 510. 23.58 2.2,1 SlOS 25.00 5.60 20.2 25.2 19.5 0.19 S11 23.58 18.2 S11S 25.00 5.60 17.0 23.1 19.5 0.18 5.12 23.58. 18.7 S12S 25.00 5.60 17.0 23.1 19.5 0.18 S13 23..58 20.8 S13S 25.00 5.60 18.9 24.4 19..5 0.19 S1:4 23.58 25.3' S14S 25.00 5.60 23.3 27.0 19.5 0.21 S15 23.58 23.2 S15.S 25.00 5.60 21.8 26.2 19.5 0.20 S16 23.58 23.8 S16S 25.00 5..60 2.1.8 2.6.1 19.5 0.20 S17 23.58 26.4 S17S 25.00 5. 60' 24.3 27.6 19.5' 0.21 W 2.-00 91.8 Max velocity of 23.24 occurs in the pipe from B6 TO B7 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The rode without an "S is on the branch. BUILDING A Drawing Date 10119/16 10119116 13: 9 Tyro Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S PE PV ******* NOTES ******* POINT Qt Pf_/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S1 TO W (PRIMARY PATH) 3 19.53 1.049 lE 1.42 12.2 12.2 K 5..60 Sig C=120 2.00 0.6 0.0 19.53 0.125 3.42 0.4 12.2 Vel = 7.32 1.380 10.00 13.2 13.2 EqK = 5.37 Sl C=120 0.00 0.0 0.0 1-9.53 0.033 10.00 0.3 13.2 Vel = 4.23 19.50 1.380 10.00 1.3.5 13.5 EqK 5.30 S2 C=120 0.00 0.0 0.0 39.03 0.118 10.00 1.2 13.5 Vel = 8.46 20.37 1.380 10.00 14.7 14.7 EqK = 5.37. S3 C=120 .0.00 0.0 0.0 59.41 0.256 10.00 2.6 14.7 Vel 12.87 22.16 1.380 10.00 17.3 17.3 EqK = 5.33 S4 C=120 0.00 0.0 0.0 81.57 0.461 10.00 4.6 17.3 Vel = 1,1. 67 25.05 1.380 1T 16.40 21.9 .21.9 EqK 5.35 S5 C=120 6.00 0.0 0.0. 106. 62 0.757 22.40 17.0 21.9 Vel 23.09 2.635 10.02 38.8 38.8 Bl C=120 0.00 0.0 0.0 106.62 0.032 10.02 0.3 38.8 Vel 6.33 107.09 2.63.5 6.30 39.2 39.2 B2 C=120 0.00 0.0 0.0 See PATH 2 213.71 0.117 6.30 0.7 39.2 Vel = 12.70 9.7.54 2.635 5.70 3.9.9 39.9 B3 C=120 0.00 0.0 0.0 See PATH 3 311.26 0.235 5.70 1.3 39.9 Vel 18.49 2.635 4.30 41.3 4.1.3 B4 C=120 0.00 0.0 0.0 311.26 0.235 4.30 1.0 41..3 Vel 18.49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i BUILDING A Brawing Bate:10/19116 10/19/16 13: 9 Tyco Fire Products Page 6 HYD'.. Qa OIA. FITTING PIPE Pt �~Pt REF f`C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft 'TOTAL PL Pn PATH 1 FROM HYDRAULIC REFERENCE SI TO W (PRIMARY PATH) 79.91 2.635 8.00 42.3 42.3 B5 C=120 0. 00 0.0 0.0 See PATH 4 391.17 0.359 8.00 2:9 42.3 Vel = 23.24 2.63.5 1T 16.88 45.1 45.7. B6 C=120 16.47 0,0 0.0 391.17 0.359 33.35 12.0 45.1 Vel = 23.24 3.260 5E 109.91 57.1 57.1 B7 C=120 2T 87.36 9.3 0.0 391.17 0.127 197.27 25.1 57.1 Vel = 15.18 4,260 2.00 91. 6 91. 6 B8 C=120 0.00 0.0 0.0 391._17' 0.035 2.00 0.1 91.6 Vel = 8. 89 4.260 4.00 91.7 91.7 A5 C=120 0.00 0.0 0.0 391.17 0.035 4.00 0::.1 91.7 Vel 8.89 W 391.17 91.8 K = 40.82 19.50 1.049 1T 1.42 12.1 12.1 K 5..60 S2S C=120 5.00 0.. 6 0.0 19.50 0.124 6.42 0.8 12.1 Vel = 7.31 S2 19.50 13.5 K = 5.30 20.37 1.049 1T 1.42 13.2 13.2 K 5. 60 S3S` C=120 5.00 0.6 0.0 20.37 0.135 6.42 0..9: 13.2 Vel = 7..64. S3 20.37 14.7 K = 5.31 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) t BUILDING A Drawing Date:10119/16 10119116 13: 9 Tyco Fire Products Page 7 I HYD. Qa DIA. FITTING PIPE Pt Pt REF "G" TYPES FTNG'S Pe Pv *** *** NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn ' I. :a.+<.�..........,A.>..Ww..,....:+,.®....�-e.».,:...:w..:.......................�..... .....,.......� _.�. ....,..._............ ...... 22.1'6 1..049 1T 1.42 15.7 15.7 K 5.60 S4S C=120 \ 5.00 0. 6 0.0 22.16 0.1.57 6.42 1.0 15.7 Vel 8.31 S4 22.16 17.3 K = 5.33 25.`05 1.049 1T 1.42 20.0 20.0 K 5.60 S-5S C=120 5.00 0.6 0.0 25.05 0..197 6.42 1.3 20.0 Vel 9.39 S'5 25.05 21.9 K = 5.35 I PATH 2 FROM HYDRAULIC REFERENCE S6 TO E2, 19.62 1.04.9 lE 1.42 12.3 12.3 K = 5.60 S6S C=120 2.0,0 0..6 0.0 19.62 0.126 3.42 0.4 12.3 Vel = 7.36 1.380 10.00 13.3 1.3.3 EqK. = 5.38 S6 C=120 .0.00 0.0 0.0 19..62 0.033 10.00 0.3 13.3 Vel 4.25 1.9.59: 1.380 10.00 13..7 13.7 EqK 5.30 S7 C=120 0.00 0.0 0.0 3.9.21 0._119 10.00 1.2 13.7 vel = 8.49 2.0.47 1.3!80 10.00 14.8 14.8 EqK = 5.31 S8 C=120 0.00 0.0 0.0 59.6$ 0.259 '10..00 2.6 14.8 Vel = 12. 93 22.26 1.380 1.0.00 17.4 17.4 EqK_ = 5.33 ;S,9 C=1.20 0..00 0.0 0.0 8`1.93 0.465: 10.00 4. 6 17.4 Vel = 17.75 25.16 1.380 1T 16.40 22.1 22.1 EqK = 5.35 S10 C=120 6..0.0 0.0 040 107.09 0.763 22.40 17.1 22.1 Vel 23:20 B2 107.09 39.2 K = 17.11 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i I BUILDING A Drawing Date:10/19/16 10/19/16 13: 9 Tyco Fire Products Page 8 y HYD:. Qa. DIA., FITTING PIPE Pt Pt 5 REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn �19.59 1.049 1T 1.42 12.2 12.2 K = 5. 60 S7S C=120 5.00 0.6 0.0 19.59 0.12$ 6.42 0.8 12.2 Vel = 7..34 57 19.59 13.7 K = 5 30. 20.47 1.04`9 1T 1.42 13.4 13.4 K = 5:60 S8S C=1:20 5.00 0.6 0.0 20.47 0.136 6.42 0.9 13.4 Vel = 7.67 S:8 20.47 14.8 K 5.31 22.26 1.049 1T 1.42 15.8 15.8 K 5.60 S9S C=1;20 5.00 0.,6 0.0 22.26 0.159 6.42 1.0 15.8 Vel = 8.34 S9 22.26 17.4 K 5.33 25.16 '1.049 1T 1.42 2`0.2 20.2 K = 5.60 Slos C=120 5.00 0.6 0.0 25.16 '0.199 6.42 1.3 20.2 Vel 9.43 Sl0 '25.16 22.1 K = 5.35 PATH. 3 FROM HYDRAULIC REFERENCE 311 TO B3 .23.09 1.049 lE 1.42 17.0 17.0 K 5.60 Sl1S C=120 2.00 0.6 0.0 23.09 0.170 3.42 0. 6 17.0 Vel 8. 65 W 1.380 10.73 1-8.2. 18.2 EqK = 5.41: 511 C=120' 0.00 0.0 0.0 23.09 0,.045 10..73 0.5 18.2 Vel, = 5.00 23.07 1..380 13..00 18.7 1.8.7 EqK = 5.34 S12 C=12..0. 0.00 0.0 0.0 46.16 0.161 13.00 2.1 18.7 Vel 10.00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)' BU.ILCING A Drawing Date:3.0/19/16 10/19/16 13: 9 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES *k***** POINT Qt Pf/ft 'TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE Sll TO 83 C©NTINUED 24.37 1.380 13.00 20.8 20.8 EqK = 5.35 S1.3 C'=120 0.00 0.0 0.0 70.53 0.352 13.00 4.6 20.8 Vel = 15.28 27.01 1.380 1T 16.70 25.3 25.3 EqK = 5.3.7 S14 C=120 6.00 0.0 0.0 9.7.54 0.642 22.70 14.6 .25.3 Vel = 21.13 33 97.54 39.9 K = 15. 44 23.07 1.040 1fi 1..42 17.0 1.7:0 K = 5. 60 S12S C=120 5.00 0.6 0.0 23.07 0.169 6.42 1.1 17.0 Vel = 8.65 S12 23.07 18.7 K. = 5.34 24.37 1,.049 1T 1.42 18.9 18.9 K = 5. 60 Sl3S C=120 5.00 0.6 0.0 2:4..37 0.188 6.42 1.2 18.9 Vel = 9_14 S13 24.37 20.8 K = 5.35 27.01 1.049 1T 1.42 23.3 23.3 K = 5:.60 S14S C=120 5.00 0:6 0.0 27.01 0.2.27 6.42 1.5 23.3 Vel = 10:.13 S14 27 01 25.3 K = 5.37 3 . PATH 4 FROM HYDRAULIC REFERENCE S'15 TO -B5 26.17 1.049 lE 1.42 21.8 21.8 K = 5.60 S15S C=120 2.00 0.6 0.0 26.17 0.214 3.42 0.7 21.8 Vel = 9.81 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) BUILDING A Drawing Date:10/1,9/16 10/19/16 13: 9 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG`S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL tf Pr. PATH 4 FROM HYDRAULIC REFERENCE S15 TO B5 CONTINUED 1.3'80 10.73 23.2 23.2 EqK = 5.43 Sl'5 C=1'20 0.00 0.0 0.0 26..17 0.056 10.73 0.6 23.2 Vel = 5. 67 26.15 1.3:80 13.00 2=3.8 23.8 EqK = 5.36 51.6 C=120 0.00 0.0 0.0 52.31 0.203 13.00 2.6 23.8 Vel = 11.33 __....._....=--- 27.60 1.380 1T 29.70 26.4 26.4 EqK = 5.37 S17 C=120 6.00 0.0 0.0 79.91 0.444 35.7'0 15.8 26.4 Vel = 17..31 3 B5 79.91 42.3 K 12.29 26.15 1.049 1T 1.42 21.8' 21.8 K = 5. 60 S16S C=120 5.00 0.6 0.0 26.15 0.214 6.42 1.4 21.8 Vel = 9.80 S16 26.15 23.8 K = 5.36 27.60 1 .049 1T 1.42i 24.3 24.3' K = 5.60 S17S C=120 5.00' 0.6 0.0 27.60 0.236 6.42 1.5 24.3 Vel 10.35 317 27.60 26.4 K 5.37 UNITS - ,DIAMETER (INCH) LENGTH (FOOT) FLOW (:GPM) PRESSURE (PSI) i Job Water Required Hose Allowance BUILDING A Static Pres: 125.0 psi Pressure: 105.3 psi In: 50 gpm 70 MAIN STREET Resid. Pres: 75.4 psi Sys Flow: 391 gpm Out: 200,gpm NORTH ANDOVER; MA Flow: 1590 gpm Sys+Hose: 641 gpm Remote Area: 1 Date: 3-25-16 Safety Pres: 10.3 psi Loc: AT SITE Hd Elv Pres: 10.0 psi I' 140 - 120- Suppl i { 250 gpm hose 100 --- 80 -- P 00 80P S ........ i I 6a _ - ............. .... ..... 40 - _ ......... 20 10.o si --i— _ 150 225 300 375 450 525 600 675 750 Flaw(gpm) __._ ....... ................. BUILDING A Drawing Date:10119116 10119116 13:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: BUILDING A Location: 70 MAIN, STREET NORTH ANDOVER, MA Drawing Date: 110/19/1,6 Remote Area Number: 3 Contractor: EBACHER Telephone:978-388-4086 0 PORTSMOUTH ROAD AMESBURY, MA 01913 Designer: J.COLTON Calculated By:SprinkCAD www,sprinkcad.com 451N. Cannon Ave. Lansdale, PA 19446 Construction.: WOOD TRUSS Occupancy:ATTIC Reviewing Autbo,rities:FPE LOCAL FIRE DEPT. SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:DRY Area of Sprinkler Oper. sq ft] Sprinkler or Nozzle Density (gpm/sq ft) 0.100 Make: Tyco Area per Sprinkler 250.0 sq :ft( Model: B.B.2 Hose Allowance Inside 50 gpm 1 K-Factor: 5. 60 Hose Allowance Outside 50 gpm 1 Temperature Rating: 212: CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 350.6 psi Required: 104.1 @ City Supp-Ly WATER SUPPLY Water FlowTest Pump Data Date, of Test 3-2.5-16 1 Rated Capacity 0 gpm Static Pressure 125.0 psi I Rated Pressure 0.0 psi I Residual Pres 75.0 psi I Elevation 0 At a Flow of 14590 gpm I Make: Elevation 0 Model: Location: AT SITE Source of Information: LOCAL WATER AUTHORITIES SYSTEM VOLUME 102 Gallons 'Notes: BUILDING A Drawing Date:10/19/16 10119116 13:1:6 HYDRAULIC CALCULATION DETAILS HYDRAULICFLOW LOSs QTY DESCRIPTION LENGTH C ID gpm psi TOTALS.. Hydr Ref W Required at Hyd Area 3 251 97'.0 psi 1 3"' Grvd Dry Valve Tyco DPV--1 CHART LOSS 251 0.7 1 3 Grvd Butterfly Valve Tyco. BFV- 91 120 3.068 251 0.7 1 4" Fingd Back Flow Valve Ames 200 CHART LOSS 251 2.4 Elevation Change 2'0" 0`.9 Fixed Flow Inside Hose Stream 50 gpm Total Loss for Riser 4.5 psi Hydr Re.f Rl Required at Base of Riser 301 1.01..5 psi 1 4" Fingd Gate Valve Kennedy Gate 21 120 4.026 301 0.1 1 4'" NJ 90 Ell DI 10' 120 4.026 301 0.3 1 4" NJ Tee DI 20' 1.2.0 4.026 301 0. 6 1 Pipe 4." DIxl8 America DI 350 1001 140 4.238 301 1. 6 Fixed Flow Outside Hose Stream 50 gpm Total Loss for Underground 2.6 psi Hydr Ref R2 Required at City Supply 351 1.04.1 psi Water_ Source125.0 psi. static, 75.0 psi residual @ 1590 gpm 351 gpm. 122:0 psi SAFETY PRESSURE-. 17.8 psi Available Pressure of 122.0 psi Exceeds ,Required Pressure of 104.1 psi This is a safety margin of 17.8 psi or 15 of Supply Maximum Water Velocity is 22.2 fps BUILDING A Drawing vate':10119/1:6 10119116 13:16 Page 3 FITTING NAME TABLE ABBREV. NAME C. Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru "Tee V valve LEGEND HYD REF Hydraulic reference: Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or_. path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Wi-lliams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = :0.433 x change in elevation Pf Friction loss (psi:) to fitting where Pf = 1 x 4.52 x (Q/C) ^'1.85' / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4. P.n. Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1. psi due to accumulation of round off. - Calculations conform to NFPA 13. Velocity Pressures are not considered. in these Calculations i ( BUILDING A Drawing Date:10/19/16 10/19/16 13:16 Page 4 NODE ELEVATI-ON SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY. (FT) (GPM/ (PSI"' ) ) (PS.I) (GPM) (GPM) (GPM/SQ..FT) 10 25.25 �. 33.6 20 31.58 23.1 Al 25.25 39.0 A2 25.25 39.1 A3 25.25 42.6 A4 11.50 90.0 A5 2.00 96.9 530 31.585.60 34.4 32.9 25.0 0.13 831 31.58 5.60 19.9 25.0 25.0 0.10 S32 31.58 5.6.0 20.0 25. 1 25.0 0.10 S33 31.58 5.60 20.6 25.4 25.0 0.10 S34 31.5.8 5.60 21..3 25.8 25.0 0.10 S35 31.58 5.60 20.7 25.4 25.0 0.10 S36 31.58 5.60 20..5 25.3 25.0 0.10 837 31.58 5.60 34.2 32.7 25.0 0.13 S38 31.58 5..60 34.5 32. 9 25.0 '0:13 W 2.00 97.0 Max ve.locit'y of 22.18 occurs in the pipe from A2 TO 1.0 I i i i BUILDING A Drawing Date:10119116 10119116 13.16 Turco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG''S Pe Pv ******* NOTES ******* POINT Qt. Pf/ft TOTAL Pf Pn PATH 1 .FROM HYDRAULIC: REFERENCE S31 TO V (PRIMARY PATH) 25.00 1.682 4.00 19.9 19.9 K = 5. 60 S3'1 C=100 0.00 0.0 0.0 25.00 0.028 4.00 0:1 19.9 Vel = 3.65 25.07 1.682 6.00 20.0 20.0 K 5. 60 S32 C=100 0.00 0.0 0.0 50.07 0.100 6.00 0.6 20,0 Vel 7.30 25.44 1..682 1T 4.5.9 20.6 20.6 K = 5.60 S33 C=300 7.07 0.0 0.0 75.51 0.214 11.65 2.5 20.6 Vel = 11.01 76.62 1.6.8.2 IE 6.33 23.1 23.1 20 C=100 3.53 2.7 0.0 See PATH 2 152.13 0.781 9.87 7.7 23.1 Vel = 22.18 1. 682 1T 0.04 33. 6 33.6 10 C=100 7.07 0.0 0.0 152.13 0..781 7.11 5.5 33.6 Vel = 22.18 32.85 2:635 1E 22.03 39.1 39.1 A2 C=100 5.88 0.0 0.0 See PATI 4 184.98 0.126 27.90 3.5 39.1 Vel = 10. 99 65.61 2.635 4E 163.73 42.6 42.6 A3 C=100 23:52 6.0 0.0 See PATH 3 250.59 0.221 187.24 41.3 42.6 Vel = 14.89 8.260 3E 16.11 90.0 90.0 A4 C=100 20.14 4.1 0.0 250.59 0.078 36.2.5 2.8 90.0 Vel 9.73 4.260 4.00 96.9 96.9 A5 C=100 0:00 0.0 0.0 250.59 0.021 4.00 0.1 9.6.9 Vel = 5.70 W 250.59 97.0 K = 25.44 PATH, 2 FROM HYDRAULIC REFERENCE S36 To 20 UNITS - DIAME'T'ER (INCH;) LENGTH (FOOT.) FLOW (GPM') PRESSURE (PSI) BUILDIVG A Drawing nate:10/19/16 10/19/16 13c16 Tvco Fire Products Page 6 HYD, Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG°S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE S36 TO 20 CONTINUED 25,34 1.682 6.00 2.0.5 20.5 K = 5.60 S36C=100 0.00 0.0 0.0 25.34 0.028 6.00 0.2 20.5 Vel = 3.70 25.45 1.682 6.00 -20..7 20.7 K = 5. 6.0 S35 C=1'00 0.00 0.0 0.0 50.79 0.103 6.00 0.6 20.7 Vel = 7.,41 2,5.8.3 1.682 1T 1.41 21.3 21.3 K = 5,60 S34 C=1"00 7.07 0.0 0.0 76.62 0.219 8.48 1. 9 21.3 Vel = 11.17 2.0 76.62 23.1 K 15: 93 PATH 3 FROM HYDRAULIC REFERENCE S37 TO A3 32.74 1.682 6.00 34.2 34.2 K = 5.60 S37 C=100 0.00 0.0 0.0 32.74 0.046 6.00 0.3 34.2 Vel = 4.77 32.87 1.682 1`E 15.38 34.5 34.5 K 5,60 S38 C=100 2T 17.66 2.7 0.0 65. 61 0.165 33.04 5.4 34.5 Vel _ 9.57 I13 65.61 42.6 K PATH 4 FROM MMRAULIC REFERENCE S30 TO A2 32.85 1.682 lE 21.38 34.4 34,4 K = 5. 60. $30 C=100 2T 17. 66 2;7 0.0 3.2.85 0.046 39.04 1.,8 34.4 Vel = 4.79 2.635 34.41 39.,0 39.0 Al C=100 0.00 0.0 0.0 32;85 0.005 34.41 0.2 39.0 Vel 1.95 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ) i i I BUILDING A Drawing Date:10119116 10119116 13:16 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt _�am.,.,..�...�Pt......,.....�.._.___..V a� REF "C" TYPES FTNG`S Pe Pv ******* NOTES ******* POINT Qt Pf/ft. TOTAL Pf Pn A2 .32.8,5 39.1 K 5.25 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I� I Job Water Required Hose Allowance BUILDING A Static Pres:, 125.0 psi Pressure: 104.1 psi In: 50 gpm 70 MAIN STREET Resid. Pres: 75.0 psi Sys.Flow: 251 .gpm Out: 50 gpm NORTH ANDOVER, MA Flow: 1590 gpm Sys+Hose: 351 gpm Remote Area: 3 Date: 3-25-16 Safety Pres: 17.8 psi Loc: AT SITE Hd Elv Pres: 12.8 psi 14 ............................... ...................................... ..--- ........ Supply 12 ........... . 100 ............. 100 pm hose ............. ................................... 80 P S 60 . .......... ............................ .............. .......... 40 ............ 20 ....... ........-------- 12.8 psi' ..... 100 150 2.00 250 300 350 400 450 500 Flow (gpm) EBACH-4 OP ID: MS ,� rz CERTIFICATE OF LIABILITY II SURAo E D05/0,SiDDl(YYY) 0510412016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE:ODES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND.OR ALTER.THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A.CONTRACT 'BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If'the,certificate.hoider is an ADDITIONAL INSURED, the policy(ies)must be.endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder lieu of such endorsement(s). PRODUCER CONTACT Gould Insurance Agency,Inc. Phone:978-3$&235 NAME Matt Sherrill 7 Market Square PHONE._ ... _ - FAX qqFax:978-3$8-557$L No East.97$-3$$ 2354 late NO 978-388-5678 Amesbu MA 01913-2494 EMAIL y �' ADDRESS ma#��Insurance.corn INSURER S):AFFOR"gCOVERAGE kAiC# _ INSURER A Greenwich Ins Co u... _.__ _- _...._... ._._ — INSURED Ebacher Plumbing&Heating Inc INSURER B:Navi attars Ins CID_ Richard Ebacher INSURER . Box 548 _ .___...__.__. —� --__ Amesbury,MA 01913 INSURER D: __mm. I INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS;iS TO CERTIFY.THAT THE POLICIES OF.INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.- NOTWITHSTANDING ANY REQUIREMENT, TERMOR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND'.CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .NSR � ADDLSIll32 PO' YEFF PZ3LtCYE74P 7w .._.-U_.ITS__..__._.._.. LTR TYPE OF INSURANCE POLICY NUMBER. I MMIDDIYYYY MM,DDIYYY i GENERAL LIABILITY j .. EACH OCCURRENCE 1,000,00 lJ3�Rf-GETOORE aFP€6 A X COMMERCIAL,GENERAL LIABILITY X RMG640023407 07/06/2015 07/0612016 PREhAiSES{Eaoceurrencet $ 180,88 CLAIMS MADE t" OCCUR ;MED EXP(Any one petsor^�) � 5,08 I i PERSONAL&ADV INJURY $ 1,00008 ;.GEN RAL AGGREGATE $ 2.;00000 GEN'L AGGREG_ATI LIMIT APPLIES PER: 'PRO $ _ 2;808,08 DUCTS-COMP OP AGG JFCT „w_... _.... I POLICY X !PRO LOC, g AUTt)MOB)lE,E UlBitlT f 1 COMBINED SINGLE LIMIT . , _ 11000,00 C ANY AUTO i X : .1020001776 0718612015.07/06/2016 BODILY INJURY(Per person) ISALL � AUTOSED X 7 SCHEDULER -- i -- AUTOS I ( BODILY INJURY(Per acadent)l y X' qNON OWNED HIRED -- €AUTOS PROPERTYOAMAG= § $ UMBRELLA UAB X OCCUR EACH OCCURRENCE S 10,000,00 AX EXCESS liAs CLAIMS-MADE }( 1 87106t201587106(2816 1AGGREGATE g 10,000,00C DED X :RETENTION s 10,000 _ . 'WORKERS COMPENSATION � .. � f 1 WC TATU i !OTH. AND EMPLOYERS'LIABILITY Y I k NOFiCERiMEMBOEREXCLUDED? (—ECU tVE NIA E:L.EACH'ACCIDENT 5 (Mandatory in NH). — E::L DISEASE•EA EMPLOYEE: S K yyes,descr be under # _ ._____._............... €DESCRIPTION OF,OPERATIONS below ; E.L.DISEASE-POLICY LIMIT 3 f t I: DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(AttachACORD.101,Additional Remarks Schedule,K rnote space.Is required) Fire Protection installation, service 6: Repair. Bradstreet Partners, LLC and V'erdeco Designs;; LLC are listed as additional insureds with respects to liability arising out of work performed on their behalf. CERTIFICATE HOLDER CANCELLATION BRADSTR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE: EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Bradstreet`Partners,.LLC ACCORDANCE WITH THE POLICY PROVISIONS. 1 Elm Square Andover,MA 01810 AUTHORIZED REE/PPRESENTATIVEE O 1988-2010 ACORD CORPORATION. Ali rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD