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Building Permit #605-14 - 1101 TURNPIKE STREET 2/24/2014
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit N0: Date Received Date Issued: 1 IMPORTANT: Applicant must complete all items on this page LOCATION In 1 nrmpi.ke Ss recta_ - _.._.,._ ♦ - .Print PROPE_ RTY OWNER t .gin a l. r rte_ Print 100 Year Old Structure a yes ArI6 - MAP NO: 1 o.7_.__ PARCEL:_o..o_1,6 ZONING DISTRICT:J1. _ Historic District yes;Shop Villageyes TYPE OF IMPROVEMENT. PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition El Other n r= ❑ Septic' ❑tWell Floo.dplain ❑1Netlantls ❑ Watershed District" ❑Water/Sev0er DESCRIPTION OF WORK TO BE PERFORMED: Tnetgl l neer MR-74 Low Profile Metal Over Metal Roof System with 3" of unfaced insulation over existing roof Identification Please Type or Print Clearly) OWNER: Name: National Grid Phone: 508-439-0520 Address: CONT TOk.' ,NpMO .Dutton -& Gar-field ' Inc Phone:_.6_o3=.329.--5300 Address: 32. 43Gi_Pante__Dri_ve. Hampstead—J1 __038.41__ Supervisor's Coh8tructiori License: -,CS-092994_ _ Exp. Date: 11.119/1015 --_ Home Improvement License: _ _ _ Exp Date - u_ ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. 1� Total Project Cost: $ 291 , 760. 00 FEE: $ , L Check No.: �'.Z 7� Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund r^ !- - b A Signature=of Agent/O�wne �. y Signature of contractorf Plans Submitted 0 Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ Building Department ----The fol!`owing is-=a-list of the required-forms to be filled out for the appropriate permit to be obtained. Roofivg, Siding, Interior Rehabilitation Permits o Building Permit Application o Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L: Licenses ❑ Copy of Contract o Floor Plan Or Proposed Interior Work o 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 Li Certified Surveyed Plot Plan o Workers Comp Affidavit ❑ 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) o 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) Li Building Permit Application ❑ Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract Li Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cans if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the aprn,al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.?ted with the building application Doc: Doc.Buiiding permit Revised 2012 - Plans Submitted-❑ -.Plans Waived-0 Certified Plot Plan ❑ Stamped Plans ❑ TYPE_OF=:SEWERAGE DISPDSAL Public Sewer ❑ Tanning/Massage/BodyArt ❑ 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 _ W. CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature -COMMENTS �R Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes . Planning Board Decision: Comments E Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit r DPW'TONv;: Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site es no Located-at 124,Mair Street Fire Department"signature/date" COMMENTS I -Dimension 4 Number of Stories: Total square feet of floor area, based on Exterior dimensions._ -Total land-area; sq. ft.: ELECTRICAL: Movemento.f Meter location, mast or service crop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL-Chapter166.Section 21A-F and G min.$100-$1000.fine NOTES and DATA-- For department use i it l ® Notified for pickup - Date E [ { I Doc.Building Permit Revised 2010 Building Department ,. The fol;owing 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 ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract o 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 ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ 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 ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ 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 apw-al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submAted with the building application Doc: Doc.Bui?ding Permit Revised 2012 TOWN;OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION asl.nrl. .Tiirnn Ira =tai e@; . Print PROPERTY OWNER Print 100 Year 91d Structure yes. no MAP NO: 107..___ PARCEL-ow-6-6- ZONING DISTRICT:T 1 Historic District yes no Machine Shop Village. yes. rfo. TYPE OF IMPROVEMENT. PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other 0 Septic ❑Well p Floodplain ❑Wetlands El Waters hed Di trief' ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Tn.etnl l new MR-94 T,ow Prnfi le Metal_Over Metal Roof System with 3" of unfaced insulation over existing roof Identification Please Type or Print Clearly) OWNER: Name: National Grid Phone: 508-439-0520 Address: GONTRACTOR' ,Name Dunton &..Garfield , -Inc-.----- Phone ._603.-3.29-.5300 __.- Address*=_-3- 43Gigan_t_e- D,ri.vez..._.Hamns.tead-. _NH _ 03841 Supervisor's Construction License:_ CS,-09-2994 __ Exp. Date: 1.1/19/2015 Home Improvement Licenser ___. -_ _ Exp. Dater _< - ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 291 , 760. 00 FEE: $ -2 " Check No.: 42if.2) Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Slgnatureof Agerit/Owne _ : _ Signature,of contractor Plans Submitted 0 Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ Location Ito �Au VA.- S� No. '/ C Date A24q • • TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ 2 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check#6-;F2 2 7 3 16 'Building Inspector i NosTh TOWN OF NORTH ANDOVER ?o�s�,.o OFFICE OF o } . s BUILDING DEPARTMENT 400 Osgood Street North Andover,Massachusetts 01845 cwuettty D.Robert Nicetta, Telephone(978)688-95454 Building Commissioner Fax (978)688-9542 CONTROL CONSTRUCTION— SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURE BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 I Jason Knutson, AIA ,HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT - Warehouse Metal Roof Restoration Project for National Grid at 1101 Turnpike Street, North Andover, MA 01845 DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REG TIONS FO E FOLLOWING: AUTHORIZED SIGNATURE: DATE: May 14, 2014 REGISTRATION: MA 10282 No 10282 CAMBRIDGE �A MASS. NOTE: ENGINEER"WET STAMP" MUST BE AFFIXED TO THIS FORM BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Control Construction Form revised 11.15.2004 �e t CGKV Architects, Inc. MEMORANDUM 204A.Hampshire Sheet Cambridge,MA 02139 Tel.617-504-8196 Fox 617-812-6364 cgkmmhHecis.com Date: May 14, 2014 From: Jason Knutson, AIA To: Mr. Gerald Brown, Inspector of Buildings Subject: Field Report No. 3—Final [2014-14-07] Reference: Warehouse Metal Roof Restoration Project . National Grid, North Andover, MA Date: May 14, 2014 Time: 9:00 a.m. Weather: Cloudy, +/- 50 degrees F Present at.Site: Patrick Schmidt-DPM/National Grid (Owner's Project Manager) Keith Wentworth—Dutton & Garfield (General Contractor) Observations:. 1. Warehouse metal roof restoration project substantially complete. 2. Observed completed gable end trim and ridge trim. 3. Observed completed transition between column lines F13 and F14. Contractor confirmed all components were back-sealed. 4. Observed approximately 8-10 repair caps where initial installation missed clips during seaming; installed per manufacturer's requirements. 5. Directed Contractor to fill holes in existing wall panels where original edge trim was removed. 6. Contractor to remove any remaining construction debris on roof or around site. 7. Contractor advised Owner to conduct periodic inspections to be sure gutters are kept clear. Contractor recommended Owner trim existing tree near northeast corner of building. 8. Contractor to review warranty and maintenance procedures with Owner. e CGIN Architects, Inc. National Grid Warehouse Roof Field Report No. 3—Final [2014-05-14] May 14, 2014 Page 2 Photos: Fig. 1 Transition between column lines F13 and F14. f7 Fig. 2 . f Repair cap where initial e installation missed clip during seaming. x � c I ` CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 3—Final [2014-05-14] May 14, 2014 Page 3 . Fig. 3 Or Contractor to fill holes in existing wall panels where original edge trim was removed. Fig. 4 Contractor to remove any remaining construction debris mf - on roof or around site. r � .A - F� CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 3—Final [2014-05-14] May 14, 2014 Page 4 Fig. 5 Contractor advised Owner to conduct periodic inspections to be sure gutters are kept clear. Fig. 6 111 Existing tree near northeast corner of building. }---•--=•»=a..»..,«...,..�.,�..�r.�-- ._...ate_--_:.. x F cc: Mr. Patrick Schmidt—DPM/National Grid (via email only) 9 CGKV Architects, Inc. MEMORANDUM 204A Hampshire Street Cambridge,MA 02139 Tel.617-504-8196 Fax.617-812-6364 cg6architecis.com Date: April 25, 2014 From: Jason Knutson, AIA To: Mr. Gerald Brown, Inspector of Buildings Subject: Field Report No. 1 [2014-04-14] Reference: Warehouse Metal Roof Restoration Project National Grid, North Andover, MA Date: April 14, 2014 Time: 10:00 a.m. Weather: Sunny, windy, 70s Present at Site: Patrick Schmidt-DPM/National Grid (Owner's Project Manager) Zach Wright—MMS Northeast (Installation Contractor Foreman) Observations:- - 1. Observed installation of insulation and roof panels in progress. See attached plan for approximate area of field work completed. 2. Foreman indicated that existing metal roof was power washed and rusted areas were prime painted prior to commencement of new panel installation. It was not necessary to replace any existing deteriorated panels. 3. Panel clips are installed at all field areas. 4. Foreman expects to install ridge cap at completed field areas 2014-04-14. 5. Gutters, downspouts, and edge trim are not yet installed. 6. Existing heat cables are not suitable for reinstallation and will be removed. 7. Foreman indicated that windy conditions make it difficult to keep insulation in place and install roof panels. 8. Safety warning tape in place at roof perimeter. 9. OPM reported good coordination between Contractor and National Grid. CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 1 [2014-04-14] April 25, 2014 Page 2 10. Foreman estimated approximately two more weeks to substantial completion. Photos: s, Fig. 1 View towards Plan West; panel clips and rigid foam blocks in foreground. AL k ar Fig. 2 View towards Plan West at completed field areas; ridge cap yet to be installed. CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 1 [2014-04-14] April 25, 2014 Page 3 Fig. 3 View at transition at column line F 13/F 14. AM Fig. 4 View at Plan West edge. CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 1 [2014-04-14] April 25, 2014 Page 4 Fig. 5 Work in progress at ridge. za+F,+nr+. A yI y x , , Fig. 6 Typical panel clips and rigid d :' foam blocks. y CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 1 [2014-04-14] April 25, 2014 Page 5 Fig. 7 Vent pipe boot. .Y� id a b j �e cc: Mr. Patrick Schmidt—DPM/National Grid (via email only) WAREHOUSE METAL ROOF RESTORATION PROJECT National Grid, 1101 Turnpike Street, North Andover, Na, 01845 F F> Fa F. Fs F• Fr q F F, 1 'Anda-et.)L1. zt pnwnt txsrrv, .✓ .JPfr ,'"' ,� ,.v»arte rtM`;.sl�oa,,a;,em, , T" `'y`�,M'TeaSr T !�'�I C 4FtD R IOROYR)!!M q t' r FQIL� ,}' RlOvd'. MsO,TRi TLPLM W- rf M�AYL�IIIWOi IIK. ✓ vwL) lenrR([w�D7�ncx ax`yw /fj t' :�� IR['A.trt RRN!'�trMM r'^���/.✓/�• +`` f• I I __ ..�: _____ _.�____J' I aaurw,�Ja.frr P�4MT[)/-'N!'N rJa31Y..t � CwnYMM M.OYip �i,'� '' s �,° � J/1/7 � q'1/L`�ay �✓ r' ./`- � j'_.� /`� r. r r [m'�w w,i n+w � ro S� 'r 'I •ttc' io) ✓• I „'1 ''}I r 2 rv.., J' a �. r �,•' /f _..t' /tom Raaroi,r „rel ea_ rrn i _ v E { ,r ✓ easr 1 /(� 1/ j / �✓ -/p+� ,f A. ' ,P' ' �[� ilu!t '..mea ava y' ,. } aew ynw ' fsz,'sysr[' B� l ��O+r'� �. i. ' � ,,:11 F/ �''' A ip J`� .�waa,.rr+ovt�.aFw vrma, f es haL. errt LewSTn cr scc acer,eax(�yya�517"1 Coro 1Tw) �1 .dF ,/ ,.✓ ,yI �r°� {' �p a r�• 5m elMI Rle21�,' X t r NATIhNALaHtID(�?? "' a!*1W-R. 1 I r ' . S L 7 NOXTp - erawv_.}- -el , ( www mi,tw) 7 ROOF PLAN TS'PICAI.NU'CES: '� 2®I4•Q�r�� SCALE:1/16'=1.4 1 [arlllO Bala unwpa t<brlarlm u as . L rar'v v nerlor A ulortw r ne raao r. - •re Tr rtnv wi WARSHOLBS UETAL ROOF + errs rearrmriaaa•.t wn.,ar.IWACNaals aOrtlW ... r+aw na •r>00,OOartl•, RESTORATION.PROJECT: • iq1 Osilt•aawDcne rAaltlalu r RYA r wa.Pwl n •M NATRWAI.OND �r - rl Nr IlOi tb.>t•9n•w . r.•aa u Yap w 1b —.MAOIq a,anr•arwT /•aL ,/I,ea �\ T�,�_,.a PICALDETAIL PHOTO PHOT04 1 w— v► qICL GABLE DETM4 ROOF PLAN DETAILS PHOTO Z PHOTOS PHOTO 7 �nTYPICAL DETAIL._ NOTES-� PHOTO 9' w Z PHOTOS R , n rrPICAL GUTTER Dora► 5 TrPICAI RIDGE DETAIL A-1 PHOTO 3 PHOTOS PHOTO S PHOTO 10 , - A Y CGKV Architects, Inc. MEMORANDUM 204A Hampshire Street Cambridge,MA 02139 Tel. 617-504-8196 Fax. 617-812-6364 cgkvarchiteds.com Date: May 12, 2014 From: Jason Knutson, AIA To: Mr. Gerald Brown, Inspector of Buildings Subject: Field Report No. 2 [2014-05-07] Reference: Warehouse Metal Roof Restoration Project National Grid, North Andover, MA Date: May 7, 2014 Time: 11:00 a.m. Weather: Sunny, +/- 65 degrees F Present at Site: Patrick Schmidt—DPM/National Grid (Owner's Project.Manager) Keith Wentworth—Dutton & Garfield (General Contractor) Ernesto Vazquez, AIA, LEED AP—CGKV Architects, Inc. Observations: 1. Installation of field panels is substantially complete. 2. Contractor to complete gable end trim at west and east ends, and at transition between column lines F13 and F14. 3. Contractor to complete end sections of ridge trim and check fastener installations. Contractor explained how roof panels and ridge trim are installed to accommodate expansion and contraction while remaining weathertight. 4. Contractor adjusted location of existing exhaust fan east of column line F14 to avoid conflict with ridge trim; provided new curb and flashing per construction documents. 5. Contractor in process of installing new heat cable from F11 to F13 at Fa and F14 to F19 at Fa3, per Owner request. 6. Seam uplift clips installed at roof corners per roof system manufacturer requirements. CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 2 7. Contractor in process of completing downspout installations, including downspout wall brackets. Gutter installation substantially complete. 8. Snow guard installation substantially complete. Photos: Fig. 1 View towards west. w w Fig. 2 Gable end trim to be . completed at west end. New gutter and downspout. �v q� CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 3 w -"` Fig. 3 Ridge trim to be completed at transition between column "T lines F 13 and F 14. Matk � Fig. 4 Ridge and gable end trim to be completed at east end. B y } CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 4 Fig. 5 Transition to be completed between column lines F13 and F14. C Fig. 6 Gable edge trim to be completed at column line F13. a f � 4+ CGIN Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 5 41z;: , Fig 7 r _ � ` •«� Ridge trim. PC • f y Fig. 8 Seam uplift clips installed at - roof corners. New snow �'` guards. CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 6 Fig. 9 New heat cable at east end of column line Fa. New snow guards. . Fig. 10 .n Existing exhaust fan with new curb and flashing. =u o Y � CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 7 Fig. 11 View to east at column line Fa3. ry f\ilii\llf\t 1\if tfltf\\\\ ` 4 y _ hl cc: Mr. Patrick Schmidt—DPM/National Grid (via email only) CGCGV Architects Inc. I ii`` ii — MEMORANDUM 204A Hampshire Street Cambridge, � MA 02139 \ i��J�11 Tel. 617-504-8196 Fax. 617-812-6364 cgkvarchitects.com Date: May 12, 2014 From: Jason Knutson, AIA To: Mr. Gerald Brown, Inspector of Buildings Subject: Field Report No. 2 [2014-05-071 Reference: Warehouse Metal Roof Restoration Project National Grid, North Andover, MA Date: May 7, 2014 Time: 11:00 a.m. Weather: Sunny, +/- 65 degrees F Present at Site: Patrick Schmidt—DPM/National Grid (Owner's Project Manager) Keith Wentworth—Dutton & Garfield (General Contractor) Ernesto Vazquez, AIA, LEED AP— CGKV Architects, Inc. Observations: 1. Installation of field panels is substantially complete. 2. Contractor to complete gable end trim at west and east ends, and at transition between column lines F13 and F14. 3. Contractor to complete end sections of ridge trim and check fastener installations. Contractor explained how roof panels and ridge trim are installed to accommodate expansion and contraction while remaining weathertight. 4. Contractor adjusted location of existing exhaust fan east of column line F14 to avoid conflict with ridge trim; provided new curb and flashing per construction documents. 5. Contractor in process of installing new heat cable from F11 to F13 at Fa and F14 to F19 at Fa3, per Owner request. 6. Seam uplift clips installed at roof corners per roof system manufacturer requirements. CGCGV Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 2 7. Contractor in process of completing downspout installations, including downspout wall brackets. Gutter installation substantially complete. 8. Snow guard installation substantially complete. Photos: � s1 Fig. 1 View towards west. r Fig. 2 Gable end trim to be + completed at west end. New gutter and downspout. CGIKV Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 3 Y _ }. Fig. 3 Ridge trim to be completed at transition between column °a lines F13 and F14. . ,Y, ..� Fig. 4 Ridge and gable end trim to be completed at east end. ./ j CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 4 Fig. 5 Transition to be completed between column lines F13 and F14. l Fig. 6 �dMOR� Gable edge trim to be �.. completed at column line F13. •A\ 4Af i~Ll F . l�� I CGCG! Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 5 s _ _ Fig. 7 Ridge trim. r ` 1 r' O t� •� r Qy �• Fig. 8 s Seam uplift clips installed at roof corners. New snow guards. ' ff ti CGCG! Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 6 Fig. 9 New heat cable at east end of column line Fa. New snow y guards. , R Fig 10 Existing exhaust fan with new curb and flashing. l v 5 CGCGV Architects, Inc. National Grid Warehouse Roof Field Report No. 2 [2014-05-07] May 12, 2014 Page 7 4 Fig. 11 View to east at column line Fa3. cc: Mr. Patrick Schmidt—DPM/National Grid (via email only) CGKV Architects Inc. v I �`e- MEMORANDUM 204A Hampshire Street Cambridge,MA 02139 Tel. 617-504-8196 Fax. 617-812-6364 cgkvarchitects.com Date: May 14, 2014 From: Jason Knutson, AIA To: Mr. Gerald Brown, Inspector of Buildings Subject: Field Report No. 3—Final [2014-14-07] Reference: Warehouse Metal Roof Restoration Project National Grid, North Andover, MA Date: May 14, 2014 Time: 9:00 a.m. Weather: Cloudy, +/- 50 degrees F Present at Site: Patrick Schmidt—DPM/National Grid (Owner's Project Manager) Keith Wentworth—Dutton & Garfield (General Contractor) Observations: 1. Warehouse metal roof restoration project substantially complete. 2. Observed completed gable end trim and ridge trim. 3. Observed completed transition between column lines F13 and F14. Contractor confirmed all components were back-sealed. 4. Observed approximately 8-10 repair caps where initial installation missed clips during seaming; installed per manufacturer's requirements. 5. Directed Contractor to fill holes in existing wall panels where original edge trim was removed. 6. Contractor to remove any remaining construction debris on roof or around site. 7. Contractor advised Owner to conduct periodic inspections to be sure gutters are kept clear. Contractor recommended Owner trim existing tree near northeast corner of building. 8. Contractor to review warranty and maintenance procedures with Owner. CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 3—Final [2014-05-14] May 14, 2014 Page 2 Photos: -- - ----- Fig. 1 Transition between column lines F13 and F14. _ . . -- A ! Fig. 2 Repair cap where initial installation missed clip during seaming. r r t i CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 3—Final [2014-05-14] May 14, 2014 Page 3 Fig. 3 Contractor to fill holes in - existing wall panels where original edge trim was ( removed. Fig. 4 Contractor to remove any remaining construction debris on roof or around site. CGCGV Architects, Inc. National Grid Warehouse Roof Field Report No. 3—Final [2014-05-14] May 14, 2014 Page 4 Fig. 5 Contractor advised Owner to conduct periodic inspections to be sure gutters are kept clear. 41 ": ., •.. p.., , Fig. 6 Existing tree near northeast corner of building. E e. cc: Mr. Patrick Schmidt—DPM/National Grid (via email only) CGI V Architects, Inc. MEMORANDUM 204A Hampshire Street Cambridge,MA 02139 Tel. 617-504-8196 Fax. 617-812-6364 cgkvarchitects.com � I Q � _ � � � 77-1 Date: April 25, 2014 From: Jason Knutson, AIA To: Mr. Gerald Brown, Inspector of Buildings Subject: Field Report No. 1 [2014-04-14] Reference: Warehouse Metal Roof Restoration Project National Grid, North Andover, MA Date: April 14, 2014 Time: 10:00 a.m. Weather: Sunny, windy, 70s Present at Site: Patrick Schmidt—DPM/National Grid (Owner's Project Manager) Zach Wright—MMS Northeast (Installation Contractor Foreman) Observations: 1. Observed installation of insulation and roof panels in progress. See attached plan for approximate area of field work completed. 2. Foreman indicated that existing metal roof was power washed and rusted areas were prime painted prior to commencement of new panel installation. It was not necessary to replace any existing deteriorated panels. 3. Panel clips are installed at all field areas. 4. Foreman expects to install ridge cap at completed field areas 2014-04-14. 5. Gutters, downspouts, and edge trim are not yet installed. 6. Existing heat cables are not suitable for reinstallation and will be removed. 7. Foreman indicated that windy conditions make it difficult to keep insulation in place and install roof panels. 8. Safety warning tape in place at roof perimeter. 9. OPM reported good coordination between Contractor and National Grid. CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 1 [2014-04-14] April 25, 2014 Page 2 10. Foreman estimated approximately two more weeks to substantial completion. Photos: Fig. 1 View towards Plan West; panel clips and rigid foam .F blocks in foreground. _ A0211 _ - 1 Cft R i - �q - -..� �.-...t ... �-. -rte. F. ,•�,.--z-,.�,..+"'r'�r' Fig. 2 View towards Plan West at completed field areas; ridge cap yet to be installed. i s a CGI ! Architects, Inc. National Grid Warehouse Roof Field Report No. 1 [2014-04-14] April 25, 2014 Page 3 Fig. 3 View at transition at column line F13 /F14. Fig. 4 View at Plan West edge. v #s �r g rt- ,h _r CGKV Architects, Inc. National Grid Warehouse Roof Field Report No. 1 [2014-04-14] April 25, 2014 Page 4 Fig. 5 -.} � 1 Work in progress at ridge. s r}h' 4 ,rte r 1?-ds raj �f ::1.• •I��-f. y f Fig. 6 .� Typical panel clips and rigid foam blocks. l CGKV Architects,Inc. National Grid Warehouse Roof Field Report No. 1 [2014-04-14] April 25, 2014 Page 5 Fig. 7 Vent pipe boot. s;t� � j cc: Mr. Patrick Schmidt—DPM/National Grid (via email only) � 1 WAREHOUSE METAL ROOF RESTORATION PROJECT National Grid, 1101 Turnpike Street, North Andover, MA 01845 Fs F,a Fe �F any w+. � f i t I11'j TarnPih ST.' S A• ax-r - u-a• 9.• x-c u-c -v y z-e•»tip -a rx •r j �''.��I�...�w.� aeA,ouf j�ta5'Traa rMrFR 'rLp � Ir �• �i I I I 3 a'0JI I [y=R10f0 L IYP.]�tlYP.) 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'9151C.i OdLa(MSrM(rT%[M.Ar ru.) /' 4 I Camerida•.AN 02143 I n N.a„s,T� , exrm � / I � � I C.n�Tlb'?,M Twe 0 r' J, I I aoeC' ,r ( 17 2 '1— / .I� ,,/f.I: ,/� .1 •[�If �T'��Tj /If,o°srre drPMr amt F lr '461 ITm aLL.TO'1 f I I ,f NEw. q FROZE-Ncl4 itARRJB: aR[aN � ��i �Id�mo�r/a/�+.ITnj f F � .' 1' I '� ATIO:fAL,RID MftTrR //1 / ' sPOMMTr iT�9yoe ' /"'� 5 NOWRT'1 �—RERIOY£Et10rPiD- GMIO)5 EnTIR[ r �� �.V Nn IrrGTn c.Wn„ [�Ft-0 v.Tw] ROOF PLAN TYPICAL NOTES: pQrAt-15 Z014- SCALE:1119•-IW 1 ears aII1Ee aaGNe(q La+cmcra+[w rsn e werr u owcao a rc,wrau N ne Inn °- aar arm`” WAREHOUSE METAL ROOF e rtlramJ u Nom N Par[AlfC!MIM eYs,d naexerue9ee'TAIe,Ei uae,IeI nrwen,o� RESTORATION PRO.IFCT: 16lgGIL119 tpN rasrns ay,'i'wy•�Nes�s M a9A� aa�rwa PaR ulen ,ol'�"aJ w NATIONAL GRID as ivN M IIOITWxmike 8hae, eradN. Nash Aodwer.?1APIe1G TYPICAL DETAIL a,e'.�..i--- ----- .I r r�1 PHOTO 1 PHOTO 4 J x s .ax�r canna ane TE �A�PICAL GABLE DETAIL ROOF PLAN DETAILS PHOTO PHOTO PHOTO PH0T09 L TYPICAL DETAIL NOTES PHOTOS 5 ,� eunee aaaa / — rvf+eeear •� ' -^�-� / , v,u vwsr alwn � rain "� �- -e•,IIJI. a J r. - �I i'. 1 ra!uNraa eunoe PHOTO 3 PHOTO 8 PHOT08 PHOTO 10 r M'PICAL GUTTER DETAIL J,TmYPICAL RIDGE DETAIL A-1 � NORTk Town of A J� No. - 14, h , ver, Mass, 2 Az!�'tzl�L COC NIC Ml WICK y1' ll BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System ll�lU ! BUILDING INSPECTOR THIS CERTIFIES THAT ...../..L�/............�.r.. ... ...�'./. ........................................................................... // l °� Foundation has permission to erect .......................... buildings on /..1..�g./....�.,�.�...` '., !..t�....1. ....................... .. Rough ..... :...........�: 1 ...�.. ..... . ... . ��...........��: � . to be occupied as ..........�r��.�� .� . `� `� .�{�. . . . �� ... .��� .. . ©�� Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO ARTS Rough ...................... Service .......... ...... . .G..¢,.�a .. .ra""`...... Final- BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det. SEE REVERSE SIDE 1 U_ TL Butter Manufacturing ® i540 Genessee St. Kansas City,MO 64902 www.buvermfg.corn F.O.Box 419917 Ii Am Crty,W.0 64141 Phone 816-968-3m Mr.Keith Wentworth January 27,2014 Dutton&Garfield, Inc. 43 Gigante.Or. Hampstead, NH 03841-2310 RE: Project: National Grid 100'x 408'x 16,'(1:12 slope) Location: North Andover,MA TO WHOM R MAY CONCERN: Please accept this letter as our Certification that the Butler components for this Low Profile Metal-over-Metal (LPMOM) re-roof order will be designed when ordered in accordance with the 2005 Edition of the AISC Specification for the Design, Fabrication and Erection of Structural Steel and the 2007 Edition of the AISI Specification for the Design of Cold-Formed Steel Structural Members. The basic loads for the subject roof components will meet or exceed the County Climatic Data as published in the 2002 Edition of the MBMA Low Rise Building Systems Manual. The governing design code is the 2010 Edition of the Massachusetts Building Cate. The following loads are applied in accordance with governing code: Roof.Snow Load 50 psf Collateral Load 5 psf Wind Speed 110 mph Wind Exposure C LPMOM installation is to follow standard Butler Drawings P-081145 thru 081148. Existing purlin spacing is not to exceed 5'o.c. Seam reinforcing clamps(Part#560612)are required in the 6'x6'exposed corners of the roof. This certification covers the new Butler components that will be furnished with this LPMOM order. It does.not cover the existing building. These Butler roof components, when property erected on an adequate support structure in accordance with the standard erection drawings as supplied and using the components as furnished, will meet the above loading requirements without exceeding the allowable working stress. This Certification does not cover roof loads other than previously specified,attachment of the Butler components to the existing structure, field modifications, or design of materials not furnished by Butler Manufacturing Company. These roof components will be produced in one or more Butter facilities located in Annville, PA; Jackson, TN; Laurinburg, NC; San Marcos, TX; and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel Construction. Cordially yours, OF XM& 0 SEYMOUR U N 4 � fw Josh S.Seymour, P.E. Project Engineer It+¢ Ruftr Manutnturing"is a Vivision of BlueSppe Buddings Nara Am a,inc. NATIONAL GRID PROJECT: NORTH ANDOVER , MA RE- ROOF i DWG . NO. DRAWING TITLE REV. 186036-10 COVER SHEET 01 186036-11 ROOF PLAN 01 186036-12 ROOF 1 (R1) MR-24 PANEL LAYOUT 00 186036-13 ROOF 2 (R2) MR-24 PANEL LAYOUT 00 186036-14 ROOF 3 (R3) MR-24 PANEL LAYOUT 00 186036-15 MR-24 PANEL AND TRIM DETAILS 00 Numb PROJECT; BUtIBM ORDER D Pf[ON: DRAT w 7me DRw: KAW ENO: CHK. K. WENiWORili DAtiE: 02-03-2014 an oxiwx en DMON dt GARFlELD. INC. NATIONAL GRID 100' X 312' X 20' COVER SHEET DPAWM NUUB0 REV RE—ROOF 80' X 96' X 20' D 186036-10 01 ! 312' e a Wide gutter with (6) 5" downspouts e E o typical 6' x 6' cornerzone with seam reinforcing clip (see 1080951) E Wide gutter with (3) 5" downspouts R2 T o N 4S-5i ColorGard Snow Retention System dvE L Detail Y581 = R3 m .o Low Profile (VSR style) ride Detail Y579 o Low Profile (VSR style) ridge E m R1 c m �- M 51'.ColorGaed 'Snow Retention System Detail Y577 O O Wide gutter with (8) 5" downspouts COLORS: Gutter and Gable trims are Cool Birch White. Downspouts are Cool Gray Stone. ewu PROJM-. RUMM9 OfWM DESCFAPU R: DPAMRNG m1E ORM, KAw M °a6 NO pllC K. WENMRTH DA�rs: 02-03-2014 �n owing sa DMON & GARPIEW. INC. NATIONAL GRID 100' X 312' X 20'. DR�NG Nva .pay, n� �� RE—ROOF 80' X 96' X 20' ROOF PLAN' D 186036-11 01 312' 9 (3) (4) (5) o b in N2) kWMI 1 IllllllIII illlllllllllllrifillllllllllllitltlfitltrlllll1rIII11111111111111illlllllrlfllllllrltlllltillllllllflrirlrlllllillllllllllrltlllllllII111 Is Iifrt Illtir 111111 flrtlrrtllltltlrlrifirC6) rn -• 0 v CU 408' (1) 408' Eave Roof Surface Ri Slope ir12, Eave Height 20' PANEL LEGEND C2) 50' 2-1/8' Gable 24 Ga. Alzn finished MR-24 eave to ridge roof panel with (3) 312' Ridge extra-tall, wide tab, retrofit roof clip and panel support blocks over existing purlins at 4'-9' centers. (4) 10' 0-1/2' Gable (5) 96' Ridge (6) 40' 1-5/8' Gable Panel Area (SF) 19589 Longest Panel Length 604-4 BURDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIRE: rCNV- KAW ENG K. WEMWORfH DATE: 01-24-2014 aawN an 11rewrrf r1n DUTTON & GARFIELD, INC. NATIONAL GRID 100' X 312' X 20' ROOF 1 (R1) ING NUMBER: M. afm� 1s� RE-ROOF 80' X 96' X 20' MR-24 PANEL LAYOUT 186036-12 00 u�� uubanatibuanannuaana�raucrn�r�n_nb�aa�anr� aucr �b NN. . . . _ . .►.J�1.J.J►./ N ZZ =4►[i�►�NNN�.7►yiN►`{NI�J I.iN#JNI�{NI:dNNNNNNNNN ��`^^�� �� 117111171l��■l l�l��l• �{H�{ NN�j�j �.J Y:Y.'�.+Y.'`Y.'.Y,"i:MY.'Y'Y.'Y.'4:4:Y'."r.'Y;'r:Y:l;t:.Y.rY:Y.'.'r.'Y.'Y �——►1PiN►!►t/_-(►JI�J rI►J►Jr�{IV►7►J*7Kih(NNNNNN. - �^"�`��^N+�M��u - Y Y,Y r rti t:Y Y r. tet rY t t ------- -►�NNiaw►a►7►a►�sNN►t►iN�►7. _ adada�� �aa� �bbab ►J ►/►J►J �1►]�y ►J 1►1 .t;Y.'Y.'4,'.�`ti;t;.Y•'4;Y-.!Y.'.t.-'-F;!Y,'Y'Y'1-!. ,--+-.-r.-r-_.►iNNi�iti7►J.N►.I/�iNN1a.►-'lN_!JN'fN �...-. _ LR���i!/�1��� •Li��lf�LlL��f.1►1 !� l�►J►J►J�J►1►J►J►1►J►J N►JN �J►1►-,1►J►J _ �..NIV h--iN►JNhY►�Jali"1►-tNl_1Nh(�i/:a►aW►_a►Y►l►N7V►1Nl,Iu.1�L1���LlLf L�l�i�l�L�L�L�I�l���1fL�l•�iii.�UMR�►.J �,1 •.�►,1 .Y.'Y'Y;Y..Y".H?'.4!Y.Y.'4:'�;4�',Y,'Y,!4;h,'.''r.''i-'-1;!`i;ti:Y.'1;'. Y.`Y,:Y;Y,•Y.'..Y.'k^f:.Y.,Y':Y.!4::4:Y.'Y'4�-Y:.Y'�Y'Y`Y' • - --- ►J►•N1_1f►11Y-IAl1_.f►�f►1►'.IN►.1.►:lNfiJNK:INN►"i 11��FMli� _ log N►JNNN NM.IN Roof Surface R2 (1) 3121 Eave Slope I'M Eave Height 1 1 LEGENDable(3) 312, Ridge PANEL 50, 2-1/jr Gable 24 Ga. Atzn finished MR-24 eave to ridge roof panel with Panel Area CSF) 15717 extra-tQ11, wide tab, retrofit roof clIp and panet support Longest Panel Length 604-4 blocks over existing purlIns at 41-91 centers. i ROOF 2 _ 7 • 1 _ • s� acM LAYOUT s �� ( ) 00 o00000000ac00000000000000000000caocaca00000000000tnoo Is7 I I I 1 1 1 1 I I I I I I I i I I I I l I I I I I I I I I 1 1 1 1 1 1 I I I I I I I I I i i l l +, (2) v- vvvvvvvvvvvvvvvvvv t q- r t -4- v , -s- 4- , v 4 v v 4- -r4v- 444- q- rv rv -4 �r (4) OD OD C0OD O0 OD 00 00 OD MOD CO OD m CO CO CO OD CD CD OD OD OD OD 00 OD 0D OD OD CO 00 OD OD OD CO CD OD CO OD OD OD 00 M as M OD 00 OD c vvvvvv14" 1%r V 10, V 1w V It V V V- V V It V Ir V It It V It V V 't 14* VV, v1wvvvvgry v CI) 96' (1) 96' Eave Roof Surface R3 PANEL LEGEND 24 Ga. Alzn finished MR-24 eave to ridge roof panel with (2) 40' 1-5/8' Gable Slope 112, Eave Height 20' extra-tall, wide tab, retrofit roof cUp and panel support (3) 96' Ridge blocks over existing purUns at 4'-9' centers. (4) 40' 1-5/8' Parallel Panel Area (SF) 3872 Longest Panel Length 484-0 BUILDER: PROJECP eUI1.DING ORDER DMCRIFRON: DRAWING TRLE: DRW: KAW ENO: uac aum CHK. K. VYENTWORTH DATE: 08—OB-12 craws rK- en DUTTON & GARFIELD. INC. NATIONAL GRID 100' X 312' X 20' ROOF 3 (R3) Dwswe Numem P". awa�v amao-a RE-ROOF 80' X 96' X 20' MR--24 PANEL LAYOUT D 657366-14 00 MR-24 ROOF SYSTEM SUPPORT BLOCK CONTINUOUS OVER SCRUBOLT EXISTING STRUCTURALS PANEL CUP ATTACHMENT SELF-DRILLING OUTSIDE FACE OF EXISTING WALL -NEW--BLANKET SCREW , INSULATION _ (EAVE-ANGLE TO -_MR-24 PANEL CUP. EAVE ANGLE PANEL OVERHANG DETERMINED SPACER CUP) EAVE SPACER CUP -- - , BY-SAVE -CONDfTION AND (MAX DENSITY � SLOPE OF ROOF (MAXIMUM 8") PANEL CUP MR-24 ROOF PANEL MR-ROOF PANEL PANEL STRAP .0001L EXISTING ROOF PANEL CORRUGATION CLOSURE p�, 3" BLANKET INSULATION (MAX.)7EXISTING SUPPORT CHANNEL SCRUBOLT ROOF PANEL EXISTING STRUCTU � MEMBER EXISTING METAL ROOF ELD CUT EXISTING SUPPORT BLOCK WIDE GUTTER PANEL OVERHANG SELF-DRILUNG SCREW BACK TO FACE OF FIELD CUT EXISTING PANEL (SPACER CUP TO EAVE gg STRUCTURAL OVERHANG BACK TO INSIDE EXISTING EAVE STRUT) PREPUNENFgR FACE OF EXISTING WALL EAVE SPACER CUP EAVE ANGLE EAVE CLOSURE My-� /17/00 �M02 TYPICAL INSTALLATION LAYOUT DETAIL Y570 `�`°" 1O MY.N0.01 TYPICAL INSTALLATION AT CUP LOW PROFILE M.O.M DETAIL '576 LOW PROFILE M.O.M DETAIL Y577 MR-24 WIDE CONTOUR GUTTER LOW PROFILE M.O.M. NYQTE: USE THIS DETAIL WHEN THE EW EXISTING PURUNS ARE SPACED EXISTING WALL PANEL 2'-0" FROM THE CENTERUNE I OR NEW COUNTER FLASHING OF THE RIDGE iEW RIDGE (MADE FROM BUTLER FLAT STOCK) FLASHING PANEL CUP ! I "PANEL SUPPORT I MR-24 PANEL GABLE TRIM TRANSITION SUPPORT ANGLE GABLE TRIM SUPPORT CUP MR-24 ROOF PANEL SPACER BLOCK TRIM CUP FIELD FORM GABLE FLASHING AT THIS LOCATION MR-24 ROOF PANEL LOCKRNET 1 L4" MIN. EXISTING ` THIS LOCATION PITCH � STING ROOF PANEL EXISTING ROOF PSL TAPE SEALANT EXISTING STRUCTURAL MEMBERSCRUBOLT & LOCKRNVET 1/2" SHIM 2'_O 1/2" SHI ., COR (GREEN WASHER) 1'-0" O.C. GABLE TRIM EXISTING STRUCTURAL TYPICAL PARALLEL TRANSITION '"'"°"°t0 W.M0.0z DETAIL Y579 LOW PROFILE M.O.M. -DETAIL Y581 ALTERNATE RIDGE DETAIL "�" 03 `�1iD O2 TYPICAL GABLE TRIM INSTAL. USING NEW TRIM LOW PROFILE M.O.M. DETAIL Y584 LOW PROFILE M.O.M. °Rm p101� aua oaR: PRMEM Buuxw omm ommmpnok: DPMKG TM& D w. KAW I 04Q 100' X 312' X 20' CW- K. WENMOM DATA; 01-24-2ol4 DUTTON & GARFlELD, INC. NATIONAL GRID MR-24 PANEL AND DRAW= eu�: RE-ROOF 80' X 96' X 20' REV. TRIM DETAILS ID 186036-15 00 ACpR>fl CERTIFICATE OF LIABILITY INSURANCE DATE(MMfDD01 12/1 s/�o 13 3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions ofthe policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ` Pauline Proulx NA_M_E: Infantine Insurance PHONE ('603)669-0704 1 TAN A C. d: P. 0. Box 5125 L.MirIL ,pproulx@infantine.com —INSURER(S)AFFORDING COVERAGE NAIC 4 Manchester NH 03108 INSURERA:Ohio Security Ins Co 24082 INSURED INSURERB:Oh10 Casualty-- Co 24074 INSURER C: Dutton & Garfield, Inc. INSURER D: 43 Gigante (Drive INSURER E Hampstead NH 03841 INSURERT COVERAGES CERTIFICATE NUMBER:13/14 Master 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. NOTWTHSTAN DING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !NSR LTR TYPE OF INSURANCE POLICY NUMBER -TNMrDDYJYYYY MMMDA'YYY LIMITS GENERAL LIABILITY EACH`OCCURRENCE $ 1,000,000 X JED COMMERCIAL GENERAL LIABILITY PREtuIISES_{Ea ocrurrence- � 250,000 A CLAIMS-MADE a OCCUR X Y RS55766859 /1/2013 11/1/2014 MED EXP(Any one person) $ 5,000 PERSONAL-&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENL AOGREOATE LIMITAPPUES PER: PRODUCTS-COMPIOP'AGO $ 2,000,000 _.... .POLICY, . PRO- X. LOC $ AUTOMOBILE LIABILITY COM 8,N1t S)NGLr LIMIT' to accident 1,000,000 000 X ANY AUTO BODILY INJURY(Per person) $ A "ALLOWNED SCHEDULED BAS55766859 1/1/2013 11/1/2014 AUTOS AUTOS X BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ X UMBRELLA LIAB X OCCUR EACH`OCCURRENCE $ 5,000,000 A .:. EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED __X1,RETENTION$ X Y U8055766859 /1/2013 11/1/2014 $ B IMDRXERS COMPENSATX)N A States: NH MA n+i`^yTAT Tw- AND EMPLOYERS'LIABILITY YIN X T Y ANY'PROPRIETORIPARTNERIEXECUTIVEE.L.EACH ACCIDENT $ 1 000 000 OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) 055766859 1/1/2013 11/1/2014 E.L.DISEASE-EA EMPLOYE $ 1: 000,000 If yes,;deschbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIM IT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES (Attach ACORD101,Additional Remarks Schedule,if more space is required) Various work throughout the policy term. It is agreed and understood that National Grid USA, its subsidiaries and affiliates National Grid USA-, its subsidiaries and affiliates are included as additional insured on General Liability, Automobile and Umbrella when required by written contract. Waiver of Subrogation applies to General Liability & Umbrella policies when required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN National Grid USA ACCORDANCE WITH THE POLICY PROVISIONS. Its subsidiaries and affiliates Att: Risk Management Bldg A-4 AUTHORIZED REPRESENTATM 300 Erie Boulevard West Syracuse, NY 13202 Sherry Harvey/PPI �! ACORD 25(2010105) O 1988-2010 ACORD CORPORATION. All rights reserved. INS025(zoiom�of The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass govldia Workers'Compensatlon Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information .Please Print Leeibly Name(Busingss/OrganizalionRndividuat): Dutton & Garfield, Inc. Address:43 Gigante Drive City/StatelZip: Hampstead, NH 03841 Phone#: 603-329-5300 Are you an employer?Check the appropriate box: Type of project(required): 1.[]1 am a employer with 4. [ Lam a general contractor and I 6. D New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I.am.a sole proprietor or.partner- listed on the attached sheet.t 7. E]Remodeling ship and have no employees These sub-contractors have S. E]Demolition working for me in any capacity. workers'comp.insurance. 9, ❑.Building addition [No workers'camp.insurance 5. E]We are a corporation and its required.) officers have exercised their 10.D Electrical repairs or additions 3.❑I am a homeowner doing all work . right of exemption per MGL I L0.Plumbing repairs or additions myself.[No woikers'comp. c.152,§l(4),and we have no .12.D;Roof repairs insurance required.]t employees.[No workers' comp.insurance required.] 13.[JOther_Roof over Existing oof *Any applicant that checks box t11 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work-and then biro outside contractors must submira new affidavit indicating such. =Contractors that check this-box most attached an additional sheet showing tho name of ilia sub-contractors and their workers'comp.policy information. lam an employer that Is providing workers'compensation Insurance for my employees. Below is the policy and job site inforiandon. Insurance Company Name: Ohio Casualty Co. Policy#or Self-ins.Lic.#: XWC55766859 Expiration Date: 11/01/2014 Job Site Address: 1101 Turnpike Street City/State/zip: North Andover, MA 01845 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500,00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penallies of perjury that the information provided above is true and correct. Signature: Date; Phone#: 603-329-5300 Official use only. Do not write In this area,to be completed by city or town.o fIciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Suprnisor License: CS-092994 " , , I, , - KEITH A WENTWORTH 35 MARSH RD Pelham NH 03076 ', . r �, rl 1 31 14l�� Expiration Commissioner 11119/2015 Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991M )of enclosed space. Failure to possess a current edition of the Massachusetts State Building Cale is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS Workers Compensation Insurance Affidavit List of Subcontractors MMS Northeast, Inc. Owner: Stephen Moore 153 Lafayette Road PO Box 237 Hampton Falls, NH 03844 Insurance Certificate Attached. ACORD CERTIFICATE OF LIABILITY INSURANCE i�i4�2o��) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(a). PRODUCER NAMEACT : Julie Levesque X242 Infantine Insurance PHONE . (603)669-0'704 AIC No:603-669-6831 P. 0. Bog 5125AppgEss:jlevesque@infantine.com INSURERS AFFORDING COVERAGE NAIC A Manchester NH 03108 INSURERA:Union Insurance Co. 25844 INSURED INSURERBAcadia Insurance Co. 31325 Moore Metal Systems Northeast, Inc INSURER C: DBA MMS Northeast INSURER D: PO BOX 237 INSURERE: Hampton Falls NH 03844 INSURERE: COVERAGES CERTIFICATE NUMBER:2013 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDU CED BY PAID CLAIMS. LLTTRR TYPEOFINSURANCE 0 SBR POLICY NUMBER MMIO�1YYY MMIDDIIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 g COMMERCIAL GENERAL LIABILITY T RENTED 250,000 PREMISES EaENTE nce $ A CLAIMS-MADE OCCUR X Y PA028523014 /6/2013 /6/2014 MED EXP(Any oneperson) S 5,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY X 11FICT X LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Eeaccidenl 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ A ALLOWNED SCHEDULED X ZAA028532114 /6/2013 /6/2D14 BODILYINJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X ANONOS (Per aWdentl WNED PROPERTY DAMAGE $ UTMedical payments $ X UM13RELLALUIB X OCCUR EACH OCCURRENCE $ 51000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X RETENTION$ 0 X I Y PAD28323314 /6/2013 /6/2014 $ EjwoRRERS COMPENSATION X WC ITATU- I OTH- AND EMPLOYERS'LIABILITY Y I N ER ANY PROPRIETONJPARTNERIEXECUTiVE E.L.EACH ACCIDENT $ 500,000 OFFICEMMEMBER EXCLUDED? Q N I A (Mandatory In NH) WCAU28640814 /1/2013 /1/2014 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes describe under DESCRIPTION tate: CT; HA; NH: VT RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 A Leased/Rented Equipment CPA028523014 /6/2013 /6/2014 Limit $100,000 Deductible $250 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Project: re-roof project at 1101 Turnpike Street, North Andover, MA 01845. it is agreed and understood that Dutton & Garfield, Inc. and National Grid USA, its subsidiaries and affiliates are included as Additional Insured on General Liability, Automobile and Umbrella when required by written contract. Waiver of Subrogation applies to General Liability & Umbrella policies when required by written contract. CERTIFICATE HOLDER CANCELLATION smatson@duttongarfield.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Dutton & Garfield Inc. ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Sue Matson 43 Gigante Drive AUTHORIZED REPRESENTATIVE Hampstead, NH 03841 Sherry Harvey/JL1L ACORD 25(2010105) @ 1988-2010 ACORD CORPORATION. All rights reserved. INS025nmm rn m Tho AnnPri name anA,nnn nrA raniefarmrl marke of Annizin