Loading...
HomeMy WebLinkAboutBuilding Permit #233 - 98 MARBLEHEAD STREET 9/25/2007 BUILDING PEKMI I �r bt,,,•_ ._.h. a OL TOWN OF NORTH ANDOVER 0 ^ p APPLICATION FOR PLAN EXAMINATION Permit N0; Date Received Sys q^Te°•e��� SACHU`� Date Issued: ' IM OR ANT: Ap licant must complete all items on this page a x. s ��'L � > fink � •x � � � f , m e , TYPE OF IMPROVE_MENT PROPOSED USE Residential Non- Residential ❑ New Building 0 One family ti 0 Addition , Two or more family ❑ Industrial ❑ Alteration No. of units: 11 Commercial ❑ Repair, replacement ❑ Assessory Bldg 0 Others: ❑ Demolition ❑ Other OWNmow' .... DESCRIPTION OF WORK TO BE PREFORMED: c e �^-e- ��'�a ,� � -�.�o-oma v� t1�,� ^-G ca.►�-�� � nC.t��.ee,?y..� -_s,'.►`''�..�,-, //✓Q i 5 dentification Please Type or Print Clearly) Address: CO ARCHITECT/ENGINEER Cen:P-A Phone: 9 3 7 3 57-1 Address: Reg. No. 5 l� FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BA ED ON$125.00 PER S.F. OF ,— �-- �� Total Project Cyst. $ FEE: $�"'� Lt Check No.: � �Z Receipt No.:/ NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund I Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) D Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products � NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application o Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits.require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOS-�AIL Public Sewer `�' Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ . Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF U FORM DATE REJECTED DATE APPROVED PLANNING &-DEVELOPMENT ❑ ❑ COMMENTS DAT JECTED DATE APPROVED CONSERVATIO y G COMMENTS DATE REJECTED DATE APPROVED HEALTH El ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Z.oa 76 007Zoning Decision/receipt submitted yes V-.*, Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/signature &Date Drivpwqv Permit Located at 384 Osgood Street ffll.' by ro fit' s ,r,a A`.;, .� 'Sl •� �`"' ,f z.,.;,�- �"' r x.- •S^ �> ,y � �,"�' .. R �� � { � � ..'� �#�W+xC�K'N"tt.h"":` �' � xy �zu � ' � � ^s,e::., c,� , ai.�� --�„kF, .-,r.,�`g �''��•�. Mkt�'�za�i�r�' '�' .:. �' '� { 71 ,OVER 1E I Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions 6 Total land area, sq. ft.: 13, 3 09 ELECTRICAL: Movement of Meter location, ast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 section 21A—F and G min.$10041000 fine NOTES and DATA— (For department use ;EI otified for pickup - Date iF Doc.Building Permit Revised 2007 a Location 7?—�UG No. Date 1-4--IrI07 MORTol - TOWN OF NORTH ANDOVER ' Certificate of Occupancy $ �© Building/Frame Permit Fee .$ swCHus Foundation Permit Fee $ Other Permit Fee $ TOTAL Check # 20631 / Building Inspector NORTH 0 of 6Andover o No. o dover, Mass., COCLA MICHEWICK y1. 7�ADRATED `s BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT....... ..�......... ... Foundation ........ buildings on ..... .. Rough has permission to erect.... ........................ ... g � :'°X t�.... ... . �.. ..... g to be occupied as.:... !.�y ` ............... .... Chimney m .... ...............fir................ ..� ..���.............. provided that the arson ac, m this permit shall in eve respect conform to the rms of the application ons. in in his office, and tothe provisions of the Codes and By-Laws relating to the Inspec ' n, Alteration and Construction of Fat Buildings in the Town of North Andover. �r . �/ � .� PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. ���/12 7 Rou h g Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION S TS Rough Service BUILDING INS�'ECT�R` Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. 'I ON of N(jrthkiidover ZONING BOARD OF .,,N_PPEALS. . Own P. M, k"'I v. VA 0 R T14 2 C 10'1 U 0, 2 9 I M 0 t holl);Is 1). III,olil" R to certify that twenty 420 da VS e elapsed from date of de6sidn-,'fliedATTEST without ming of an appeal. , Cc e Copy Date . 1-W- A Tru Any appeal shall within Notice of Decision Joyce A. dshaw 161f4A__ Any Qe* (20)days after the date of filing Year 2007 Town Clerkof this notice in the office of the Town Clerk,per Mass. Gen. L. ch. OA, §17 Property at: 98-100 Marblehead Street NAME: Frank Stewart, 115 Blue Ridge Road HEARING(S): April 10,May 9,June 12,& August 14,2007 ADDRESS: for premises at: 98-100 Marblehead PETITION: 2007-007 Special Permit Street, North Andover,MA 01845 TYPING DATE: August 21, 2007 The North Andover Board of Appeals held a public hearing at its regular meeting in the Town Hall top floor meeting room, 120 Main Street,North Andover,MA on Tuesday,August 14,2007 at 7:30 PM upon the application of Frank Stewart, 115 Blue Ridge Road,for premises at: 98-100 Marblehead Street(Map 9,Parcels 25&22), North Andover requesting a dimensional Variance from Section 7,Paragraph 7.3 and Table 2 of the Zoning Bylaw for relief of the rear setback in order to construct a three-family unit addition,and for a Special Permit from Section 4,Paragraph(s)4.122.14.C,4.122.14.D, and Section 10,Paragraph 10.31 in order to add 3 dwelling units to an existing 2-family structure and from Section 9,Paragraph 9.2 of the Zoning Bylaw in order to extend a pre-existing, ti non-conforming structure on a pre-existing, non-conforming lot. Said premise affected is property with frontage on the East side of Marblehead Street within the R-4 zoning district. Legal notices were sent to all names on the abutter's list and were published in the Eagle-Tribune,a newspaper of general circulation in the Town of North Andover,on March 26&April 2,2007. The following voting members were present: Ellen P.McIntyre,Joseph D.LaGrasse, Albert P. Manzi,111,Thomas D. Ippolito,and Daniel S.Braese. The following non-voting member was present: David R. Webster. Upon a motion by Joseph D. LaGrasse and 2Ind by Daniel S. Braese the Board voted to GRANT a Special Permit from Section 4,Paragraph(s)4.122.14.C,4.122.14.D,and Section 10,Paragraph 10.31 in order to add one dwelling unit on the third floor of an existing 2-family structure and one dwelling unit in an addition to the existing structure and from Section 9,Paragraph 9.2 of the Zoning Bylaw in order to extend a pre-existing, non-conforming structure on a pre-existing,non-conforming lot per: Site: 98-100 Marblehead Street(Map 9, Parcels 25 &22). North Andover, MA 10845 Site Plan Title: Plan of Land, located in. North Andover,MA..,at. 98-100 Marblehead Street, prepared for owner and applicant:,Frank Stewart, 115 Blueridge Road,North Andover,MA. Date(&Revised Dates): March 02. 2007,Revision date: June 26, 2007 Registered Professional John M. Abagis,P.L.S. #35733,.John Abagis&Associates. 9 Bartlett Street, Land Survevor: No. 252, Andover,MA Sheet/Dra-wing: Job No. 5448 B k I Cog 15 Ps-134 2,1- -16 8 Page I of 3 I Imidim! ?(i find,_ MZ)Sjk h.wctls 4 Tomm of North Andover ZONING BOARD OF APPEALS Flicit P. MCIIIIN re. 1 'lluirmall NORTH 0* PO wk Joseph 1). klOaNscL DaN id R, \kcbstcr -iule'\fealbcr ssoc " 111011MIS 1). Ippolito i Ridwi-d M. Vilillailcourt SACHUst, Building Plan Title: 98-100 Marblehead Street, Residential Renovation&Addition, North Andover, Massachusetts By: Jeffrey J. Cook, Registered Architect#5968,Jeffrey J. Cook Architects, Inc., 4 Jackson Street, P.O. Box 7101,Lowell,MA Date: April 4, 2007,rev.: 063007 Sheet/Drawing: A-01 through A-08 With the following conditions: 1. The owner of 98-100 Marblehead Street shall apply for a new Special Permit if the existing and The proposed structure are extended or reconfigured from the 7 bedrooms in 4 units as designed and approved by this Special Permit 2007-007. 2. Adequate,shielded outside lighting shall be provided,as needed,for the parking areas,driveway, and walks per Building Inspector. 3. Existing evergreen shrubs and trees shall be retained and/or relocated,and additional evergreen shrubs,or comparable types no less than 4'high and 4'on center,shall be added to screen the designed parking areas. 4. Trash shall be fenced and secured. Voting in favor: Ellen P.McIntyre,Joseph D.LaGrasse, Albert P. Manzi.111,Thomas D. Ippolito,and Daniel S. Braese. The Board finds that the applicant has redesigned the proposed addition so that the footprint is within R4 yard setbacks per above site and building plans-,therefore, no Variance relief is required per separate decision,2007-007 Variance. The Board finds that 98-100 Marblehead Street is located in the Residential 4 Zoning District,that the conversion of the existing two-family dwelling to a three-family structure with attached fourth-family addition is an allowed use with this Special Permit, and that there are two-family,three-family,four-family,and one five-family dwelling units,as well as single-family dwellings on 98-100 Marblehead Street's abutter list. The Board finds that 98-100 Marblehead Street is an appropriate location for this use,and this application supports the provisions of Sections 4.122.14C. 4.122.14.1), & 10.3,and Section 9.2 of the zoning bylaw and that the Board may giant this Special Permit for the third and fourth dwelling units on Map 9, Parcels 25&22. The Board finds that the third and fourth dwelling units. as developed per above cited plans and conditions,will not adversely affect the neighborhood because the proposed addition,as designed,will maintain the appearance of the existing two-family dwelling by replicating the existing architectural features. The Board finds that there will be no nuisance or serious hazard to vehicles or pedestrians because the lot will provide 8 off-street parking spaces and that 98-100 Marblehead Street has Town water and sewer,telephone, and electrical utility connections. The Board finds that this conversion and extension is in harmony with the general purpose and intent of the North Andover Bylaw and Master Plan, and the third and fourth dwelling units shall not be substantially more detrimental than the existing two-family dwelling to the neighborhood. Page 2 of 3 1000()�.200(.j ,S-'ti-CO. 1',111)(1i)1,-, 20-S I I itc 2-"(, Not t I) lldoo cn_ Mil .;w I lmsctt.,, W N-1 Fv\-9's ()�8,_(8,_9i=}? Town of ;forth Andover ZONING BOARD OF APPEALS AH)CIt P. mi nii 111. 1 11cr1 1'. NICII)t\IC, I icr.4'him-111aII F AORTF, y �Q IZiihnr 1 I. }>��'.r - I:sq ('/,'rG d`�t bea oL nnU lu.<ell)t 1). I u(nusse o �iG G 1 ;1 1 0 Is yociatc UClPhOIs Tlolllw;l). 1ppolitu '� 1" • "'" IZ1CIl;ltl 11. �`1.tll1�:11Cclllit �,9 °g4TEo �P ��5 :`r .' . SS.ACHU � 'j Note: 1. This decision shall not be in effect until a copy of this decision is recorded at the Essex County Registry of Deeds,Northern District at the applicant's expense. 2. The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local, state,and federal building codes and regulations,prior to the issuance of a building permit as required by the Inspector of Buildings. Furthermore, if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant, it shall lapse, and may be re-established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice,and a new hearing. NorRi Andover Zoning Yard-of A s j Albert P. Manzi, III,E0.,Chairman Ellen P.McIntyre, Vice Chairman Joseph D. LaGrasse .4ssveiate Afembers Thomas D. Ippolito Daniel S. Braese,Esq. Decision 2007-007 Special Permit M9P25&22. Page 3 of 3 V,00 st-,uc(_I IIIdi .20-SIIitC 2-36. Nllrth A11ci01'CI. A4JS":n_1III>ClIS O1 S4� 111olic 1-hVih-Y,�,vv, Iov,11oI11Uffl1;i1,,11\C1.00111 � II CUR Nap A NC MA s A�{ Y`;JOz�: �.992r1z,Oy.•isFrz,�!� r�..t��f�.i;t(i.C9Y-!/QBI�? . BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 069242 Birthdate: 05/13/1964 Expires: 05/13/2008 Tr.no: 21117 Restricted: 00 .FRANK R STEWART 115 BLUERIDGE RD G c, 41 N ANDOVER, MA 01845 Commissioner R,_.2007 9:08 .'U, 7;+.'2.. _7ainp o.ie i;soca nom._ 001 := 001 ACORD,,, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/Y,YY) 03/01/2007 j FRoOUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MacDonald&Pangione lnsurarce Agency, Irc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. SOX 428 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 104 Main Street IF :Ortr ARdOVei; Pa'i.A 01845 j INSURERS AFFORDING COVERAGE MAIC INSURED Frank Stewart d/b/a Skeevar Electrical Co 104vPE-_.A PREFERRED MUTUAL INSURANCE— 115 Blueridge Road a:'PE-E THE HARTFORD GROUP No Andover, MA 01845I N;u' Fc ONE BEACON iNEURANCE --� j I INSURER D. i I IrsueE.=E ..J_ COVERAGES THE POLICIES OF INSURANCE LISTED EELOUv HAVE BEEN ISSUED TO?HE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOT'WITHSTANDING ANY REQUIREMENT, TERM OR CONDIT'ON OF ANY CONTRACT CR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BF ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLiC'ES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH j POL!CIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY DAID CLAIMS. —� FIN55 IADD, t tTR_INSRL — LIYWMBER - CYEFFEwMT']E POLCYiEt`JXPAP1DR7A7YY1N TYPE tnn{NUC . pOLDDATE LIMITS j I A GENERALLABILIYY ! CPP 0110 58 46 76 It110212006 12/02/2007 'EACHc��C:DREIJCE $ 1:000,D00 -- j �!•,C^_MMERCIALGENEP.A_ IAB LT c'E :I-c� ecC'L .�.nl 100,_,)cc I r i - I L— CLA0,15 N AE•E Lj-'f CjR _ r'E1,F(P nvoie.n.rsmr s 5.'00C� �ERSGPJi,L 8 A,pV INJURY _ aENFPA1 GGPF6ArE f ?.ODG OOD — ------t -- — GG TL�.cGr--.EGATE LIM T 4,FFL EiFE'ri. l r U7i1.=T--(:UhgP19P J;L= I fil 3i 000 DOC, li POLICY r� j,' T— C. tAuTDIAOSILEL 11-irV i 1ECi55t15 j Oz.,/111200 7 04/11121008 SINGLE LlNil- $ i ANY AU-0 -a accident) !, ALL OV,NED AUTOS �..c!L'r r tiuR I 1 000,000 �I SCHEDLLED AUTOS �;e'p-fSCn)----------- �X I HIRED 41J-0S g LnLrdkluFv --%_ 1,000,000 � 1 IAS^I-UWTJ°D A.UiOE i ;Pe' PPOPEP-rv=wMAr_ I j 20-0,-0000 GARAGE LIABILITY __U-O.JNiY-EAA.CCICEId' $ i A(g`AUTO j C.THBAA:'- $ _� i _. .SU_ER-HAI.V C.NL f' F 7075 EXCESSN!ABRSLLALIABILITV E4:.0 r— i ��------ -- xCUE CLAIMS MACE j AGrREiinTE { ----� DEDU:TIBLE I 3 I WORKERS COMPENSATION AND 'NECr061109/12008O?H- 8 08 TdEC RH�343 06/u9r2U07 EraPLoYERs"uABILITV EEiCH_CC!DT_ 501)000iJFFCERNIE9EEREXCLUDED.- EL DISEASE-EA EIVP^'�_CYE_ $ 500 OOD !,•./__, describ=under ! — �'-I SECIA_P-?NGCrfDeIOW j EL DISEASE-POLICYLINgIT 11 5500.000 1 j OTHER A� DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES I EXCLUSIONS ADDED BY ENOORSEMENT I SPECIAL PROVISIONS j Job Site: Rerovations 106&107 :Marblehead St., No An over. MA 018455 I I I I I CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of North Andover DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL_ 10 DAPS WRIT79N O&a Osgood ST NOTICE TO THE CERTIFICATE HOLDER NAMED TO TH'c LEFT,BUT FAILURE TO 00 SO SHALL i IMPOSE NO OBLIGATION OR LABILITY OF AW'KIND UPON THE INSURER,ITS AGENTS OR North Andover; MA 01845 REPRESENTATIVES. ! AUTHORIZED REPRESEINTATIVE ,�•1 f Attn: Building Dept ACORD 25(2001/08) ©ACORD CORPORATION 1928 �tORTq TOWN OF NORTH ANDOVER °�•"'" '• "o OFFICE OF BUILDING DEPARTMENT :��• J + 1600 Osgood Street Building 20, Suite 2-36 North Andover,Massachusetts 01845 swc►a�s t Gerald A.Brown Telephone(978)688-9545 Inspector of Buildings Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION Please>8� DATE: �j JOB LOCATION: U—/06 Number Street Address p/Lot HOMEOWNER . Name Home Phone Work Phone PRESENT MAILING ADDRESS City Town State Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other Applicable codes,by-laws,ndes and regulations. The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. ? HOMEOWNERS SIGNATURE APPROVAL OF BUILDING OFFICIAL Reed 10.2005 Form Homeowners ExenWtkm BOARD OF \PPEALS 688`)5=41 C0.\S.ER\'.1'F10N-'633-9530 TTEAUM 683-95.10 PL.L\Nv1VG 683-9535 Jeffrey Jo GOOD Architects, Inco 4 Jackson Street • P.O.Box 7101 Lowell,MA 01852-0101 • Tel. (978)937-1871 Fax (978)452-2723 TOWN OF NORTH ANDOVER INSPECTIONAL SERVICES CONSTRUCTION CONTROL PROJECT LOCATION 98-100 Marblehead Street PROJECT NAME: 98-100 Marblehead Street Residential Renovation&Construction Proiect JOB NUMBER 070201 i NATURE OF PROJECT: Construction of a new townhouse unit to an existing three story house to be renovated into three residential flats. ARCH.AND/OR ENGINEER Jeffrey J.Cook,AIA ADDRESS AND TELEPHONE Jeffrey J.Cook Architects,Inc.; 4 Jackson Street;P.O.Box 7101•Lowell MA 01852 TEL.1.978.937.1871 & FAX 1.978.452.2723 IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Jeffrey J.Cook.AIA REGISTRATION NO. MA5968 BEING A REGISTERED ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL X STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(specific) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: L . Review,for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 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,in general,if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2.2.3,I SHALL SUBMIT PERIODICALLY,_DAILY,_WEEKLY, BI-WEEKLY,OR X_PERIODIC PROGRESS REPORTS TOGETHER WITH PERTINENT COMMENTS TO THE TOWN OF NORTH ANDOVER BUILDING DEP ME O CON I' ETION OF THE WORK,I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY L ON AND READINESS OF THE PROJECT FOR OCCUPANCY. SUBSCRIBED AND SWORN TO BEFORE ISDAY OF 20©7 NOTARY PUBLIC MY COMMISSION EXPIRES Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la , Checked By/Date TITLE:98-100 Marblehead Street Residential Renovation&Addition(#070201) CITY:North Andover STATE:Massachusetts HDD:6322 CONSTRUCTION TYPE:Multifamily HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:09/25/07 DATE OF PLANS: September 24,2007 PROJECT INFORMATION: 98-100 Marblehead Street Renovate existing 3 story residential building into 3 flats with 1 new attached townhouse. attached townhouse addition COMPANY INFORMATION: Jeffrey J.Cook Architects,Inc. 4 Jackson Street Lowell,MA 01852 NOTES: Residentail Renovation&Addition Envelope only! COMPLIANCE:Passes Maximum UA= 1395 Your Home=612 56.1%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Roof 1:Flat Ceiling or Scissor Truss 2007 19.0 0.0 102 Exterior Wall 1:Wood Frame, 16"o.c. 5484 30.0 0.0 225 Window 1:Vinyl Frame,Double Pane with Low-E 852 0.056 48 Door 5:Glass 40 0.560 22 Basement Wall 1: Solid Concrete or Masonry,8.0'ht/4.0'bg/4.0'insul 1404 0.0 12.0 215 Floor 1: Structural Slab 2007 0.0 19.0 0 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Co tip f od HVAC equipment selected to heat or cool the building shall be no greater than 1250 sign s spe ' in Sections 780CMR 1310 and J4.4. Builder/Designer ! DateX. of 1 a MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE:09/25/07 TITLE:987100 Marblehead Street Residential Renovation&Addition(#070201) Bldg. Dept. Use Ceilings: [ ] 1. Roof l:Flat Ceiling or Scissor Truss,R-19.0 cavity insulation I Comments:6 unfaced fiberglass insulation. { Above-Grade Walls: [ ] 1. Exterior Wall 1:Wood Frame, 16"o.c.,R-30.0 cavity insulation Comments:6"unfaced fiberglass batt insulation. I Basement Walls: [ ] 1. Basement Wall is Solid Concrete or Masonry,8.0'ht/4.0'bg/4.0'insul, R-12.0 continuous insulation Comments:3/12"unfaced fiberglass batt insulation Windows: [ ] I 1. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor:0.056 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: 5/8"Harvey double hung window".Vicon" I Doors: [ ] 1. Door 5:Glass,U-factor:0.560 #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments:Glass thermal door with 5/8"insulating glass Floors: [ ] 1. Floor 1: Structural Slab,R-19.0 continuous insulation Comments:2"x 4'rigid closed cell in&down I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. I Vapor Retarder: - [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. ,y Materials Identification: [ ] ( Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. ( Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Thermostats are required for each dwelling unit(non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially.restrict or shut off the heating and/or cooling input to each room shall be provided. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table]:'Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UR to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0• 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water.,Refrigerant, 40-55 0.5 . 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use.Only) I i RESIDENCE Drawing Date:08-29-03 9/21/07 11 :29 HYDRAULIC DESIGN INFORMATION SHEET Job Name : RESIDENCE Location: 98-100 MARBLEHEAD STREET N. ANDOVER, MA. Drawing Date : 08-29-03 Remote Area Number: 2 Contractor: RESIDENTIAL Telephone: 603-421-9582 SPRINKLER COMPANY 23 PAGE ROAD. LONDONDERRY, N.H. 03053 Designer: RTK Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: COMBUSTIBLE Occupancy:SINGLE FAMILY Reviewing Authorities :N. ANDOVER FIRE DEPARTMENT SYSTEM DESIGN Code:NFPA 13D Hazard:RES . System Type:WET Area of Sprinkler Oper. 512 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: TYCO Area per Sprinkler 216. 0 sq ftj Model : LFII Hose Allowance Inside 0 gpm I K-Factor: 4 . 90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 26.1 psi Required: 59.1 @ City Supply WATER SUPPLY Water Flow Test Pump Data I Date of Test 09-2002 1 Rated Capacity 0 gpm Static Pressure 128 . 0 psi I Rated Pressure 0. 0 psi Residual Pres 124 . 0 psi I Elevation 0 At a Flow of 1770 gpm Make: Elevation 5' 0'r Model: Location: UNION STREET AND MARBLEHEAD SIRE Source of Information: N. ANDOVER WATER DEPT. SYSTEM VOLUME 39 Gallons Notes : V RESIDENCE Drawing Date:08-29-03 9/21/07 11 :29 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 26 43.0 psi 1 1" Grvd 90 Ell?Take Out? 2 ' 120 1 . 049 26 0 . 5 1 Pipe 1" 40x21 17 ' 120 1 . 049 26 3 . 6 Elevation Change 9' 0" 3 . 9 Total Loss for Riser 8 .1 psi Hydr Ref R1 Required at Base of Riser 26 51.1 psi 1 1" Thrd Back Flow Valve Watts "07-S CHART LOSS 26 7 . 3 1 Pipe 2" CUx21 Copper K 100 ' 150 1. 962 26 0 . 7 Total Loss for UNDERGROUND 8.0 psi Hydr Ref R2 Required at City Supply 26 59.1 psi Water Source130 .2 psi static, 126.2 psi residual @ 1770 gpm 26 gpm 130.2 psi SAFETY PRESSURE 71.1 psi NOTE: Water Source has been adjusted to include a change of elevation of 5 ' 0" flow test to point of connection Available Pressure of 130.2 psi Exceeds Required Pressure of 59.1 psi This is a safety margin of 71 .1 psi or 55 % of Supply Maximum Water Velocity is 9. 8 fps it RESIDENCE Drawing Date: 08-29-03 9/21/07 11 :29 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 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 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 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 off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations RESIDENCE Drawing Date:08-29-03 9/21/07 11 :29 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^;�) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 5 36. 00 7 . 4 5S 36. 00 4 . 90 7 .2 13. 2 13. 0 0.06 6 36. 00 7 . 1 6S 36. 00 4 . 90 7 . 0 13. 0 13. 0 0. 14 11 9. 00 35. 8 12 36. 00 7 .7 A2 9. 00 39. 0 W 9.00 43. 0 Max velocity of 9. 80 occurs in the pipe from W TO A2 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. I RESIDENCE Drawing Date: 08-29-03 9/21/07 11 :29 Tyco 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 6 TO W (PRIMARY PATH) 12. 96 1. 109 lE 0 . 00 7 . 0 7 . 0 K = 4 . 90 6S C=150 3. 96 0. 0 0. 0 12. 96 0. 029 3. 96 0. 1 7 . 0 Vel = 4 . 35 1 . 109 lE 15. 04 7 . 1 7 . 1 EqK = 4 . 86 6 C=150 3 . 96 0. 0 0 . 0 12. 96 0. 029 19. 00 0. 6 7 . 1 Vel = 4 . 35 13. 18 1. 109 lE 78 .58 7 . 7 7 .7 12 C=150 7T 73 .30 11 .7 0.0 See PATH 2 26. 14 0. 108 151. 88 16. 4 7 .7 Vel = 8 . 77 1. 049 1T 10. 12 35. 8 35. 8 11 C=120 5 . 00 0 . 0 0 .0 26. 14 0. 214 15. 12 3 .2 35.8 Vel = 9. 80 1 . 049 18 . 99 39. 0 39. 0 A2 C=120 0 . 00 0 . 0 0 . 0 26. 14 0.214 18 . 99 4 . 1 39.0 Vel = 9. 80 W 26. 14 43. 0 K = 3. 98 PATH 2 FROM HYDRAULIC REFERENCE 5 TO 12 13. 18 1. 109 1E 0 . 00 7 . 2 7 .2 K = 4 . 90 5S C=150 3. 96 0. 0 0. 0 13. 18 0. 030 3. 96 0. 1 7 .2 Vel = 4 . 42 1. 109 1T 0. 84 7 . 4 7 . 4 EqK = 4 . 86 5 C=150 9. 91 0 . 0 0 . 0 13. 18 0. 030 10. 74 0 . 3 7 . 4 Vel = 4 . 42 12 13. 18 7 . 7 K = 4 . 76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance RESIDENCE Static Pressure: 128.0 psi Pressure: 59.1 psi Inside: 0 gpm 98-100 MARBLEHEAD STREET Residual Pressure: 124.0 psi System Flow: 26 gpm Outside: 0 gpm N. ANDOVER, MA. Flow: 1770 gpm System+Hose: 26 gpm Remote Area: 2 Date: 09-2002 Safety Pres: 71.1 psi Loc: UNION STREET AND MARBLEHE Head Elev Pres: 47.2 psi 140 Supply 120 100 80 i I 60 47.2 psi 40 20 - 100 150 200 250 300 350 400 450 500 Flow (gpm) RESIDENCE Drawing Date:08-29-03 9/21/07 11 :30 HYDRAULIC DESIGN INFORMATION SHEET Job Name : RESIDENCE Location: 98-100 MARBLEHEAD STREET N. ANDOVER, MA. Drawing Date : 08-29-03 Remote Area Number: 1 Contractor : RESIDENTIAL Telephone: 603-421-9582 SPRINKLER COMPANY 23 PAGE ROAD. LONDONDERRY, N.H. 03053 Designer: RTK Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: COMBUSTIBLE Occupancy: SINGLE FAMILY Reviewing Authorities:N. ANDOVER FIRE DEPARTMENT SYSTEM DESIGN Code:NFPA 13D Hazard:RES . System Type:WET Area of Sprinkler Oper. 427 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) RES I Make : TYCO Area per Sprinkler 156. 0 sq ft1 Model : LFII Hose Allowance Inside 0 gpm I K-Factor: 4 . 90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 26.1 psi Required: 63.2 @ City Supply WATER SUPPLY Water Flow Test I Pump Data I Date of Test 09-2002 I Rated Capacity 0 gpm I Static Pressure 128 . 0 psi i Rated Pressure 0 .0 psi I Residual Pres 124 . 0 psi I Elevation 0 I At a Flow of 1770 gpm I Make: I Elevation 510" I Model : I Location: UNION STREET AND MARBLEHEAD STRE Source of Information: N. ANDOVER WATER DEPT. SYSTEM VOLUME 39 Gallons Notes: RESIDENCE Drawing Date:08-29-03 9/21/07 11 :30 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 26 47 .2 psi 1 1" Grvd 90 Ell?Take Out? 2 ' 120 1 .049 26 0. 5 1 Pipe 1" 40x21 17 ' 120 1 . 049 26 3 . 6 Elevation Change 9 ' 0" 3 . 9 Total Loss for Riser 8.1 psi Hydr Ref Rl Required at Base of Riser 26 55.3 psi 1 1" Thrd Back Flow Valve Watts "07-S CHART LOSS 26 7 . 3 1 Pipe 2" CUx21 Copper K 100 ' 150 1. 962 26 0 . 7 Total Loss for UNDERGROUND 8.0 psi Hydr Ref R2 Required at City Supply 26 63.2 psi Water Source130 .2 psi static, 126. 2 psi residual @ 1770 gpm 26 gpm 130.2 psi SAFETY PRESSURE 66.9 psi NOTE: Water Source has been adjusted to include a change of elevation of 5' 0" flow test to point of connection Available Pressure of 130.2 psi Exceeds Required Pressure of 63.2 psi This is a safety margin of 66. 9 psi or 51 % of Supply Maximum Water Velocity is 9.8 fps RESIDENCE Drawing Date:08-29-03 9/21/07 11 :30 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 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 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 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 off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RESIDENCE Drawing Date:08-29-03 9/21/07 11 :30 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI"=�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 36. 00 7 . 1 1S 36. 00 4 . 90 7 . 0 13. 0 13 . 0 0 . 08 2 36. 00 7 . 5 2S 36. 00 4 . 90 7 .2 13 . 1 13 . 0 0 . 08 10 9. 00 32 . 0 Al 9. 00 37 . 3 A2 9. 00 43.2 W 9. 00 47 .2 Max velocity of 9. 78 occurs in the pipe from Al TO 10 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. it RESIDENCE Drawing Date: 08-29-03 9/21/07 11 :30 Tyco 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 1 TO W (PRIMARY PATH) 12 . 96 1 . 109 lE 0. 00 7 . 0 7 . 0 K = 4 . 90 1S C=150 3. 96 0 . 0 0 . 0 12 . 96 0 . 029 3 . 96 0 . 1 7 . 0 Vel = 4 . 35 1 . 109 12 . 00 7 . 1 7 . 1 EqK = 4 . 86 1 C=150 0.00 0 . 0 0 . 0 12 . 96 0. 029 12 . 00 0. 4 7 . 1 Vel = 4 .35 13. 12 1 . 109 2E 62. 07 7 . 5 7 .5 EqK = 4 . 80 2 C=150 5T 57 . 45 11 . 7 0. 0 26. 09 0. 107 119.52 12 . 8 7 .5 Vel = 8 . 75 1 . 049 lE 12 . 63 32 . 0 32 .0 10 C=120 2T 12 . 00 0 . 0 0 . 0 26. 09 0.213 24 . 63 5.2 32 .0 Vel = 9.78 1 . 049 27 . 92 37 .3 37 .3 Al C=120 0.00 0 . 0 0. 0 26. 09 0 .213 27 . 92 5. 9 37 .3 Vel = 9. 78 1 .049 18 . 99 43 .2 43.2 A2 C=120 0. 00 0 . 0 0 .0 26. 09 0.213 18 . 99 4 . 0 43 .2 Vel = 9. 78 I W 26. 09 47 . 2 K = 3 . 80 13. 12 1 . 109 1T 0. 00 7 .2 7 .2 K = 4 . 90 2S C=150 9. 91 0 . 0 0. 0 13. 12 0 .030 9. 91 0. 3 7 .2 Vel = 4 . 40 2 13 . 12 7 . 5 K = 4 . 80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance RESIDENCE Static Pressure: 128.0 psi Pressure: 63.2 psi Inside: 0 gpm 98-100 MARBLEHEAD STREET Residual Pressure: 124.0 psi System Flow: 26 gpm Outside: 0 gpm N. ANDOVER, MA. Flow: 1770 gpm System+Hose: 26 gpm Remote Area: 1 Date: 09-2002 Safety Pres: 66.9 psi Loc: UNION STREET AND MARBLEHE Head Elev Pres: 43.0 psi 140 Suppl 120 - 100 - 80 2010080 S I 60 40 43.0 psi 40 20 - 100 150 200 250 300 350 400 450 500 Flow (gpm)