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Miscellaneous - 530 TURNPIKE STREET 4/30/2018 (3)
kM O w o o k) C Q Z O Z m m oo m O m Location Date No. Check # I O & t 2v6JO TOWN OF NORTH ANDOVER Certificate of Occupancy $ (00 r Building/Frame Permit Fee $ Foundation Permit Fee��__""�� $ Other Permit Fee 5164 . $A� © TOTAL $Q Glel� Building Inspector N c S, 0 H A I CoI�I N U N bU U W z a O 0 0 O Cd Q a H bU 40. vi bA N •� 'v9i 0 A �i O P N P, ¢� +� O U d cd P, �� 4P'`� Uv1Qo W z a O 0 0 O Cd Q a H W o z Q r w �' O LL z I� z _ 'o Q O F, cn U N C m cn LL I E c ^L Cc LL a) cn EU O � a) ao a) U N (0 C O C cn 0.5 i O L- a) Q Q a) � � O c a) co a) O U L Q' O c E .Nr L ^^L O CL a) .co C Q � O O O O -z> U O Q C: CL C a) F U (D t O uS M .� c E O O cn C a) =O cB CY a) 65 ca tm N O I E� oc� N � c4-- No O .F., U a) O) U _ Q O O — � N rn > L- C:) O c OM � .O cu 0 > U) 70 ..5 W O O U a) Q N C I— _O _ O I— N O cn C'iW �� rr�•r s.� O I- 0 cu V N[� W= W G r h d H E c ^L Cc LL a) cn EU O � a) ao a) U N (0 C O C cn 0.5 i O L- a) Q Q a) � � O c a) co a) O U L Q' O c E .Nr L ^^L O CL a) .co C Q � O O O O -z> U O Q C: CL C a) F U (D t O uS M .� c E O O cn C a) =O cB CY a) 65 ca tm N O I E� oc� N � c4-- No O .F., U a) O) U _ Q O O — � N rn > L- C:) O c OM � .O cu 0 > U) 70 ..5 W O O U a) Q N C NOV-29-2010 MON 09:14 AM COMMODORE BUILDERS FAX N0, 6179658354 T\3R,o (,),;v ✓!aR 'fpiH��aeanu�eaU/a o�.;!�l.QQQ(t . Board ol'Sullding Regulations aid Stundares kq Construction Suporvlsor Licenser " License; CS 82243 Ej�lratlo`.nf';.1/2/2010 Trig 12340 Restrictjon; 00'- CHARLES E ARSENAULT _ 21 JOSEPH WAY �-% 7 4EADING, MA 01867 Commnissionor w I S 15 Jq ClIF y ap I,-" y L.ie�AcS� Qnv i� l 6 P. 01/01 Town of North Andover Building Department 27 Charles Street North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-954244 OORTH 'Alio APPLICATION FOR CERTIFICATE OF OCCUPANCY / INSPECTION ADDRESS 0 -ru irfi l" l P 517 LOT NUMBER ,5 SUBDIVISION DATE REQUEST FILED DATE READY FOR INSPECTION /O y TEN (10) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE -INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CIVAURPuED IF THE STR UCTU2E DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING D.P.W. — WATER METE DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN ST LED IO TO THE INSPECTION AEOUEST DATE. GNATURE7 DPW A Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division 1�"i;.11btie�llVicetfa . Building Comndssioner 400 osrood Street North Andover, Massachusetts 01845 Any appeal shall be filed Notice of Decision within (20) days after the Year 2005 date of filing of this notice in the office of the Town Clerk. Property at: SM Turnpike Street I . V1, -- (978) 688-9541 J Telephone Fax (978)688-9541 (978)688-9342 NAME: Salem Five Cents Savin® Bask HEARING(S): Jan cry11 do FebruaryS, 2005 ADDRESS: 530 Turn ike Street PETITION: 2005-001 North Andover, MA 01845 TYPING DATE: FtqM 11, 2005 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, February 8, 2005 at 7:30 PM upon the application of Sokm Five Coags Savings Bank, 210 Essex Street, Salem, MA 01970, for premises at: 53o Turnpike Street, North Andover requesting a Funding under Section 10, Paragraph 10.4 and Section 6, ParaBaph 6.6.D. lof the Zoning Bylaw from the Building hlspectoes denial of a sign permit. Said promise affected is property with frontage on the Northeast side of Turnpike Street within the GB zoning district. The legal notices were published in the Engle Tribune on December 27, 2004 dt January 3 2005, and all abutters were notified. The fallowing members were present: Ellen P. McIntyre, Albert P. Manzi, III, Thomas D. Ippolito, and David W. Webster. The following non-voting members were preset: John M. Pallons and Richard J. Byers. Upon a motion by Albert P. Manzi, 111 and 2od by David W. Webster, the Board voted to GRANT a Finding under Section 10, Paragraph 10.4 and Section 6, Paragraph 6.6.D.1 in favor of the applicant in order to allow a secondary wall sign, smaller in dimensions and lettering. wish the following conditions: 1. The secondary sign permit shall be granted to tie applicant, Salem Five Cents Savings Bonk, only - 2. The secondary sign "Salem Five Bank" shall have lettering smaller than the primary sign's "Salem Five" and shall be no larger than 25 sq. n in area on the eastern wall entabletsre, a lesser dimemion than the Turnpike Street froutoge's primary sign of 35.69 sq. tt Voting in favor: Ellen P. McIntyre, Albert P. Manzi, in, Thomas b. 1ppolito,. and David W. Webster. The Board Grads flat the applicant applied for and received a primary sign permit in May 2004. The Board finds that the sign permit application for another sign, smaller in dimensions and letterin& is a secondary sip which is allowed in the GB district per Section 6, Paragraph 6.6. D.1 even though the applicant did not state in the sign application that the request was for a secondary sign. The Board finds that a 25 sq, ft. wall sign on a 104.5x 13.5 wall will allow for 4 other tenant signs. The Board Ends that the applicant has satisfied the provisions of Section 6 of the zoning bylaw and that such change, extension or altaation shall be less detrimental to the neighborhood because the secondary sign will allow northbound traffic on Turnpike Stred to identify the Balt before passing the entrance. Pagel of 2 Board of Appeals 978.688-9541 Building 970688-9545 Conservation 978488-9530 HUM 978488-9540 Manu ft 978-681-9535 Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division' 400 Osgood Street North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner Telephone Fax (978)688-9541 (978) 688-9542 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. 1 Location No. ����� Date TOWN OF NORTH ANDOVER 0 R f 9 " Certificate of Occupancy $ ♦ i „ � Building/Frame Permit Fee $ SACMUSE s Foundation Permit Fee $ Other Permit Feae$ TOTAL $` Check # '1 8 '! 45 % Building Inspector M 03;'10;'3005 16:23 FAX 978 685 7878 Coolidge Co11SLI'ucrloll Co r,4 0 IP o o SUS a o � m �r m m 0mu. Wy TID o�-m�m 6aIV61�� pID w _CnT07M ?� �S-.5 c°m 7 Q rn m w S m A CL� wCD s Z (� Cl r w D D o. m A� O e � g o m m O m n m m CD -- o a � Qg a IP o o SUS a o � m �r m m 0mu. Wy TID o�-m�m 6aIV61�� pID w _CnT07M ?� �S-.5 c°m 7 Q rn m w S m A CL� wCD s Wi _A Gs Z 10 m 't7 r n z A 47 0 O It CL M r TooR1 DKK SOA17 x3livia 96Lt9tZTRLT Xdd 9£=9T IIHI SO/OT/CO Z (� w D o. A� m (Nh e IV G. 0 CD -- o Qg a c m �T, a c r' S s .+ rl ib G m � \ m0 D ma Z rn C �U Q r m JC r U Ll T� Wi _A Gs Z 10 m 't7 r n z A 47 0 O It CL M r TooR1 DKK SOA17 x3livia 96Lt9tZTRLT Xdd 9£=9T IIHI SO/OT/CO -------- -- r •— P. 01/tai FEE -17-2005 1001 Town of North Andover _ -I:.- Office of the Zoning Board of Appeals , Community Development and Services Division , 400 Osgood 50v t i -, r•� c, -- North Andover, Massadvowts 01845 ![ip F�Dtie�t lvioate TeEephotlee (SrB) 6884541 Buildrng COMMS11~ Fax (978) 688-9542 Any appal shalt be filed Notice of Daimon within (20) drys after the Year 2AOS date of fling of tlfisltotict in the office of the Town Clerk. trt: SM TttleVlkm Street NAmfR: Sakur Flue Cees SesbM I Mole I HEAl81MGM. h maery 11 d: 01 The Worth Andover Board of Appeals held a public hearing at iter reVAM nroetbg im die Town HAD W floor meeting mom, 120 blain Street. Nordv Andova, MA en Tuesdw. Pebntmy 9, 2005 m 730 PM upon the applieatiam afSakm phv CwbSavinp Halt, 210 Essex Streets Salvo, MA 01"0, for pretains at: 5307b a Street, Nar6 Mdo a'requestmg a f5n&g wtdcp Section 10, paragraph 10.4 dad Section 6, Patagfaph 6 6.Q Iaf dte Zoning B*w frac the Building bgspector's denial of a sign permit. Said p wthe eHocted is propaty with frontage at the No &MM side OrTu mpilte Stre at widiim the GB zoning district. Ile lqd notices were published in be Eagle Tdbww on Dmmber 27, 2004 & Janwty 3 2005, and all abuttersvme notiitcd. Mw fiellnwing manbtss w= prtaert Ellen P. Mcdmt M Albert P. Nhwd' III, 'bangs D. Ippolitt% and pavid W. 9 vWcr. the tsattoaing tM-ycft members were prow: dobe M- Pailome and Richard I Byers. Upon a modoo by Albert P. h4M=k W and 2°r by David W, Webster, the Board voted to GRAINY a Fielding undo Section 10, Para&Mh 10.4 and Sattim 6, PaeWVh 6.6-D,1 In favor of the appUcem in order to allow a neoondmy "190% stnalkr in ditnasiams aid ktctring, wi& tiro fauawing camditias: 1. Tae aReeadary its. peraait aba4! be greased to d e appllamt, Senear Fin Cents Saviap Hsnk, 2. The jecooftry alp "Salam pine Bank" AA delve 101Wag I=M r ME the PrhM7 WS "Salem Five" and d*M be no laW d= 25 sq. h is area on the ai u m wail emhbtetu m, A kiier dinsomiom tin die Tu "&c S umm frombi p's primary tags a[33 b9 sq. H. voting in fmror. Ow P Md tyre, Albert P. Mmtzi, M was D. Il*Wto, std David W- Webatar. 7be Beard emb that tiro appliM* Mal"sed for amd rowived a primwy qp pmd m b* 2064. Mw Board rM& that the sir pm+reit spoicatim for another sign trnallet in ditaatsim and havitg is a swomlary sigp which is juwad in the GB district per Section 6. Peragtaph 6.6.D.1 &%u tiuxCh Uva appiiamt did not oft in the sip applicadoo first dwroquast was for a secondary sill_ The Board finds that a 25 sq. Ile wall sip an a 104.503.5 wall vAll air for 4 other tenant signs. In Board finds tientthe applicam has satisfied the provisions ofSediat 6 dthemonnng bylaw and tical such dta M admsim or altcratiom abet! be less derimovW to the noobeihood beemm the secoadwy sigh w M dtb w notthbourid b attic on Twopft Street to iMenS y the Sank before PUN the Cotrtotce. Page 1 of 2 Bead KA e*97r-09-5541 aaiMM9978-6994U3 Cwwrvahor197968"590 VIKd e978-"VJ53s -35 4 " _ ._ _ . -- _ . - - —I .. r ..... • ... r v . . • V f V V V V V V . L rI o V Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division 400 Osgood Street North Andover, Massachusetts 01845 D. Robert Nicetta Telephone (978) 698-9541 Butiding Commissioner Fax (976) 688-9542 Furthermore, if the rights su$arized by the Variance are not exercised within one (1) year of the date of the grant, it iball laps and maybe re-established only after notice, and anew Bearing. Furdherlmore, if a Special Permit granted under ibe pro%isians contained herein tap be d=od to have lapsed after a two (2) year period fiiotrn the date on which the Special Permit was granted unless substantial use or cmmtruction has commer►ced, it shall lapse and may be ro-established only after notice, and a new hearing. Town ofNotth Andover Zoning Board of Appeals, P �n Ellen P. McIntyre, chair Decision 2004-036. M25P64. Page 2 of 2 Beard of Appeals 978- 698-9541 Building 978.688-9545 Convervalion 978-6W9530 Health 978.69"540 Plaanigg 978.688-9535 f J/0 co co N N co CA bA r LU Cl) U 00 "' t > U U W M ~ 1�1 40D30 CD y Q ` W4 lb x -- F� 9 �Ym m Fy,^ LL y 11 y Q LU H oC O U O z 7 U D co * N U Date TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that ......... has permission to perf .................... plumbing in the buildings of .................................. at ,.7 ......... North Andover, Mass. Fee.'.—*) Lic. No.,.,.."4q . . . .... . . . . . PLUMBING INSP 4_",,ECTOR Check # 68*13 NO MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) A. ANpoyck Mass. Date l 13i ILOL ILOPermit # Building LocationOwner's Name New R B.P. Type of Occupancy Renovation 0 Replacement ❑ Plans Submitted: FIXTURES SEWER # SEPTIC # Yes ❑ No ❑ r � � r 5TH FLOOR ONE MEN No N No WN—nn— Installing Company Name APOLLO PLG & HTG INC Check one: Certificate # Address 1SHATTUCK ST PO BOX 466 Corporation 1097C LAWRENCE, MA 01842-0966 ❑ Partnership Business Telephone 978-688-1755 ❑ Firm/Co. Name of Licensed Plumber DONALD DESRUISSEAUX INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes N No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy. ® Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. 0. Check one: Signature of Owner or Owner's Agent 'Owner ❑ Agent ❑ z,tp. - , n l-horeby cortify that all of the details and information I have submitted (or entered) in above application are true and accurate to the Bost of my knowledge and that all plumbing work and installation performed under the permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142' f the General Laws, B y -� ile Signature of Licensed Plumber Type of License: Master Xl Journeyman C] --:::_ License Number 8699 APPROVED (OFFICE USE ONLY) V) z O U W a N z_ N W W A: O O cc A. W W W. C; x i Date. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that G ..../.g/..................... . has permission to perform .. w 1�.,4 P........ o ... ........ plumbing in the buildings of ./t- . A.'1�4 L. -r N .c at ... ......... ,,1North Andover, Mass. Fee.��. r... Lic. No. J( 5.�... .... �.V)................. PLUMBING INSPECTOR Check # 68A a 0 Installinn IASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING 'rint or Type) N� IqNdoye-A , Mass. Date :"/ ?' 06 2—Q 06 Permit # G Building Location 53.? UP41i Owner's Name N.ANdov- e,- 6&z New 09 1 Renovation B. P. # SEW Type of Occupancy Replacement ❑ Plans Submitted: Yes ❑ No ❑ FIXTURES - - - • . - . --- ' "' u "'" 11"`' Check one: Certificate Address 1SHATTUCK ST ' PO BOX 466 NJ Corporation 1097C LAWRENCE MA 01842-0966 Business Telephone 978-688-1755 ❑ E3PaPartnership rtnFirm/Co. Name of Licensed Plumber DONALD DESRUISSEAUX INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes IN No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy. ® Other tVDP, of inrInmr,it%, m r•, OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge under the and that all plumbing work and installation performed permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Lays. By Title signature of Licensed Plumber Type of License: Master X1 Cityrrown License Number 8699 APPROVED (OFFICE USE ONLY) Journeyman 17.1 • 1ST FLOOR 3RD FLOOR 4TH FLOOR soon - - - • . - . --- ' "' u "'" 11"`' Check one: Certificate Address 1SHATTUCK ST ' PO BOX 466 NJ Corporation 1097C LAWRENCE MA 01842-0966 Business Telephone 978-688-1755 ❑ E3PaPartnership rtnFirm/Co. Name of Licensed Plumber DONALD DESRUISSEAUX INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes IN No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy. ® Other tVDP, of inrInmr,it%, m r•, OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge under the and that all plumbing work and installation performed permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Lays. By Title signature of Licensed Plumber Type of License: Master X1 Cityrrown License Number 8699 APPROVED (OFFICE USE ONLY) Journeyman 17.1 v r C In m m Q1 m r- 0 O O to O �n n m c cn m O x b m z D � r a c y x 00 -I • b � m z m O x v -i ro J m o`. m n . - z v r C In m m Q1 m r- 0 O O to O �n n m c cn m O x b m D � � m � a c x 00 -I • m z v O x v ro J m m n ` v r C In m m Q1 m r- 0 O O to O �n n m c cn m O x Date... //�1�7.. TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION •'�s,SSAC HUSES�h' ! This certifies that .... ................... . has permission for gas installation (f..✓! . ? ?!/`..l.1 in t e buildings of ... ....... ..... . at �Q%!��I�..... , North Andover, Mass. %�� Fee/No./".-. ". Lic. No. /�......................... . 7 GAS INSPECTOR Check # 4921 y MASSACHUSEl'I'S UNIFORM APPU FOR PERNIlT TO DO GAS Frl'HNG (Type or print) Date NORTH ANDOVER, MASSACLtA ETTS--7� Building Locations i� �% �� Permit # Amount $ Owner's Name �6 NewElRenovation ElRep acement Plans Submitted ET ❑ (Print or type) A , (� Check one: Certificate Installing Company Name N 0 1-1 �'t Corp. Address -' f 0 1 Lw ❑ Partner. w AA b/ dr- 400-f Business a ep one / �Firm/Co. Name of Licensed Plumber or Gas Fitter 1..- J142 v L T�'` INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes � No❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. 13Liability insurance policy [B -Other type of indemnity 13 Bond Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the aetatts ano tnrormanon I nave WU„uucu kUl clucicu) ill awvc aYY,n.auv„ — — as --l— w Lj best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. By: Title lity/ Town AF)PROVED (OFFICE USE ONLY) Signature of License lu ber r as tt r ® Plumber ❑ Gas Fitter License Number Master / o O 3 Journeyman A,— PR (Print or type) A , (� Check one: Certificate Installing Company Name N 0 1-1 �'t Corp. Address -' f 0 1 Lw ❑ Partner. w AA b/ dr- 400-f Business a ep one / �Firm/Co. Name of Licensed Plumber or Gas Fitter 1..- J142 v L T�'` INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes � No❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. 13Liability insurance policy [B -Other type of indemnity 13 Bond Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the aetatts ano tnrormanon I nave WU„uucu kUl clucicu) ill awvc aYY,n.auv„ — — as --l— w Lj best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. By: Title lity/ Town AF)PROVED (OFFICE USE ONLY) Signature of License lu ber r as tt r ® Plumber ❑ Gas Fitter License Number Master / o O 3 Journeyman A,— Date....1.Q..1S7 t .I P Y... /..o TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION This certifies that ..i :..Al►,c?fuv-e r- ..Bibincr,K, : , , .. . has permission for gas installation*. in the buildings of .... 1\+. to !°t ....................... . at .. �' .� .. Tv �'" P �" +— , North Andover, Mass. Fee . ...0-:7—Lic. No.. 903.. ." GAS INSPECTOR Check # % ?s- 4975 MASSACHUSETTS UNIFORM APPUCATON (Type or print) NORTH ANDOVER, MASSACHUSETTS Building Locations TO DO GAS FITTING Date Permit # Amount $ Owner's Name New ❑ Renovation ® Replacement ❑ Plans Submitted ❑ D-; tort ) I Chec one: Certificate Installing Company (nn yPe { V o cT.,..-mac J l�'(lt C. Lr c� Corp. Name 1L�.11 Address FL a v� �� ❑ Partner. BusmessTelephone 7 k 4 F% o �� ❑ Firm/Co Name of Licensed Plumber or Gas Fitter ci-W e- INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes ® No 13h k d e lease indicate the ty a coverage by checking the appropriate box. If you have c ec a �, p p ❑ Liability insurance policy Other type of indemnity ❑ Bond Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. _ Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or enter- above ap kation are true and accurate to the best of my knowledge and that all plumbing work and ins lah pe ed nder ermit I ued for this application will be in compliance with all pertinent provisions of the Massac"ts to Code d C ap��1 2 of the General Laws. by: Title i City/Town APPROVED (OFFICE USE ONLY) Signature of LicensedP ber Or Gas Fitter rz Plumber / 0 0 73 Gas Fitter License Number Master ❑ Journeyman OKM j-Tii. FLOOR D-; tort ) I Chec one: Certificate Installing Company (nn yPe { V o cT.,..-mac J l�'(lt C. Lr c� Corp. Name 1L�.11 Address FL a v� �� ❑ Partner. BusmessTelephone 7 k 4 F% o �� ❑ Firm/Co Name of Licensed Plumber or Gas Fitter ci-W e- INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes ® No 13h k d e lease indicate the ty a coverage by checking the appropriate box. If you have c ec a �, p p ❑ Liability insurance policy Other type of indemnity ❑ Bond Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. _ Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or enter- above ap kation are true and accurate to the best of my knowledge and that all plumbing work and ins lah pe ed nder ermit I ued for this application will be in compliance with all pertinent provisions of the Massac"ts to Code d C ap��1 2 of the General Laws. by: Title i City/Town APPROVED (OFFICE USE ONLY) Signature of LicensedP ber Or Gas Fitter rz Plumber / 0 0 73 Gas Fitter License Number Master ❑ Journeyman i 1-11 Ch 1 In r'r � —Z � •'O C ��i � J O 0 Coe -°Gn0. . o ��o. V O �0���� d'bArsw�O ��� v �b c 13 1 . = Cd � U tA (1) � a � `/1 o a x a •� R ¢� N R i r 1-11 Ch r'r � � •'O C ��i � J O 0 Coe -°Gn0. . o ��o. 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NNAI Jo Allo Jo;ejjslulwpy £Z6L0 `dW 'SU3nNb4 GU 3100 0l 113NN000 d (IUVHOIU 00 :pal3!4sat! 6846 :OU -Jl £OOZI£ZlZL :selldx3 1746 MM L :alep4Nl8 40LL40 So .iagLunN 210SIA'd3dnS N011onUISNOO :asuaall SNouvi EOH J/Nlallfl9 30 Q21d08 vjJann�rvrvir�1• /° r-antow4"q S� E SEF -25-200 "ifl UU:17 AM SALEM FIVE FAX N0, 978 720 5211 SalemF�ve September 25, 2003 r 1i; n t 're Whom It May Concem: This letter is to acknowledge that Michael Cline of Sign Gallery is an authorized agent a. I'or Salem Five Cents Savings Bank to procure permits for sipnagc on behalf of Salem Five and'thcir branch locations. Sincerely, .._,fuse h J p . Lo 0 Vice President 210 Essex Street, Salem, MA 01970 + www.direclLnnkiag.com Trlej lww 600.322, BANK and 978,745.5555 0frive.n In himion. Minvera. FlantUmn/NIenlInm, L>vut. Fra!xnky, Siilum, ; hUu rJIM. SwamrKcnft P. 02 Page 1 of Main Identity � '_i _._..]Te ��.•d� �'` .`" T: de a4 "Mike From: Cline" <mikeasigngriNery.com>• To: '"John McGary" <jmcgarry@coolidgecconstmrAion.net> yam, Sent: 'Thursday, May 13, 2004 11:47 AM "d Attach: Salem Five N Andover Front 34ln.pdf; Salem Five N Andover Side 34in.pdt Subject; RE: Salem Five signs John...Try these please Mike VG I j� �t.,----- Apr Onginal Message--�_ From: John McGarry(mailto:jmcgarry@coolidgeconstruction.net) Sent: Wednesday, May 12, 2004 5:30 PM to To: mike@s>gngallery.com /j Subject: Re: Salem Five signs ISO Mike, I couldn't open the attachments .... I just got your note. a John ----- Original Message ----- From: "Mike Cline" <mikec@sign alg� le tcp To: "'John McGarry"' <jmcgarry@coolidgeconstructon_net> Sent: Wednesday, May 12, 2004 1:19 PM Subject: RE: Salem Five signs > Ok...here are revised sketches John. > We reduced the size of the logo by 2" and everything is to exact scale > meaning it is a very accurate representation of the finished look when > completed. > > Please let me know... > Thank you > > Michael Cline > -----Original Message----- * From: John McGarry [mailto:jmcgarry�7a coolidgeconstruction.net] > Sent: Tuesday, May 11, 20041:51 PM > To: mike@signgallery.com > Subject: Re: Salem Five signs > Mike, > are you going to email me the reduced bank sign? > John 5/17/2004 U8/24/U3 WED 10:58 FAX 781 942 222A r!TTncnT 'riaerro.n,ro -- . ORDCERTIFICATE OF LIABILITY INSURANCE A09/24/2003 w uui O PRODUCER 780942-2225 FAX (791)942-2226 Gilbert Insurance Agency, Inc. 100 Main Street Reading, NA 01867-3922 THIS CERT—IFICATF 13 ISSUED ASA ATT R OF INFORMAT O • ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE 0098 NOT AMEND, EXPEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. t INSURERS AFFORDING; COVERAGE INSURED Sign Gal I ery Inc, 136 Newbury Street Peabody, MA 01960 INSURERA. HARLEYSVILLUMmEsTER INS CO. INSURER R. ARBELLA MUTUAL INS. CO. INsupac: Travelers Ins. Co. INSURER 0; INSURER E: ' 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 TME POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER DATE E WTY LIMITS GENERAL LIABILITY B0106197 04/01/1003 04/01/2004 eAcH oCCURRENCE 1 1,006,0001 A COMMERCIAL GfiNERAL LIAEILITY CLAIMS MADE l ' J OCCUR X FIR¢ OZZE (A,yam fire) b —.100,00 Me0 EXP Wy ene Pendn s 10 00 _ PERSONAL A ADV INJURY s incl ude GENERAL AGGREGATE S Z p00 00 OEN L AGCaREGATE OMIT APPLIES PER: POLICYFl SM El LOD PRODUCTS - COMP/OP AGO 1 L 000 -,.DO AUTOMOBILEAUTOIAM� ANY Ter 09/08/2003 09/08/2004 COMBINED IS INOLELIMIY S SO, 00 BODILY INJURY (Per pars" f B ALL OIANED AUTOS ii SCHEDULED AUTOS BODILY INJURY IPIendldem) 1 HIRED AUTOS NON-OWNEDAUTOS PROPERTY DAMAGE I Wer ermldnD GARAGE LIABILITY AUTO ONLY- EA ACCIDENT i ANY AUTO TH THAN EAACO f A0U NL1" AW I EXCESS LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE I AOOAEGATE I _ i DEDUCTIBLE 1 RS ENTION 1 I C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY SKUB89OX264103 06/07/206-3—CG/07/2004 T Y ITS ER G.L. EACH ACCIDENT i 10000 El. DISEASE - EA Em!L= 1 10000 W., DISEASE • POLICY LIMIT s 50.000 OTHER r QESCRIrnON OF OPERATIONS&OCATIONSN HCLES/EXCLUSIONS ADDED YY ENDORSEMENTISPECIAL PROVISIONS „ Ir,Vw, c nvwcn 1 ADDITIONAL INSURED: INSURER Llrn9L- %,ArfVI!LLA"WN SHOULD ANY OF THE ANOVA DESCRIBED POUCIES EE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THR ISSURJG COMPANY MALL ENDEAVOR TO NAIL -M— DAYS WRITTEN NOTICE TO n1E CERnPICATE HOLDER NAMED To THE LIFT, BUT PAIWRE TO MAB. SUCH NOTICE $HALL IMPOSE NO 0WISAT10N OR LIAEILIYV .I OF ANY HI D UPq%ZWjpCMPANy. ITS AGENTS OR REPRESENTATIVES. I, IR ) FAX: (978)535-2288 8 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name i, Please Print Name: Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Com an name: ( � I �'� n v I Insurance. Co. Policy # Company name: Address City: Phone #: Insurance Co. Policv # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of,a fine up to $1,500.00 and/or one years' imprisonment -as _well_as_civil,penattiesin-the form of -a-STOP WORK_ORDER..and.a fine_of.($1A0.00)..aday against_me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. l do hereby ce d underhe ains% user I `vl P$r5 ' /1/ a do 4364 D6 3!0Ow GRANT OF EASEMENT PBJ Development Corp., a Massachusetts corporation, of North Andover, MA, ("the Grantor"), for consideration paid, grant to John McGarry, as Trustees of PICO Trust under Declaration of Trust dated December 15, 1986, recorded with Essex North District Registry of Deeds in Book 2378, Page f 86, ("the Grantee"), of 401 Andover Street, North Andover, MA, and his successors and/or assigns, the perpetual, right and easement to park motor vehicles within the land area measuring 18 feet by 232.45 feet in the south west portion of the Grantor's parcel more particularly described on the attached exhibit A as " parking easement". PICO TRUST, its successors and assigns shall have the right to install, maintain and repair a paved parking lot within said easement area, including drainage t.0 pipes therein. i For title reference purposes see deed from GDM Realty Trust to the Grantors dated April 13, J 1� 1995, recorded with the North Essex Registry of Deeds in Book 4272, Page 86. 4 IN WITNESS WHEREOF we hereunto set our hands and seals this 23rd day October, 1995. L PBJ DEVELOPMENT CORP. President J. Shaheen, Treasurer BK 43 64 PG 11 - COMMONWEALTH OF MASSACHUSETTS Essex,ss &I , p3 ,1995 Then personally appeared the above-named Margaret V. Shaheen and William J. Shaheen and acknowledged the foregoin ent be the free act and deed of PBJ Development Corp., before meT Notary Public My commission expires: 02 —a?S - �j �yPiA'Ttt P' p.. CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH N Building Permit Number y Date 6 /y/61)� THIS CERTIFIES THAT THE BUILDING LOCATED ON &5 ® Tl� e -,S MAY BE OCCUPIED ASti z6A- vo;3- e>01) /ii1a,3 p/�yv�wy 6 01, --Z IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO -pea Building Inspector E, LD Ma a�t ae E � U `®� c g � CS v� ® — �. O y �O E® 0 CL.O. V O ts CD CO)CL C 0 CD O Ca CL 0-0 c ev ca J .fl O O z s CLCO3 C 0 U) 19 W 0 W N VVV1IV WU r ° cin G G° U w C Wq too cG° cn LD Ma a�t ae E � U `®� c g � CS v� ® — �. O y �O E® 0 CL.O. V O ts CD CO)CL C 0 CD O Ca CL 0-0 c ev ca J .fl O O z s CLCO3 C 0 U) 19 W 0 W N ARCHITECTURAL FINAL AFFIDAVIT TO THE COMMISSIONER OF INSPECTIONAL SERVICES DEPARTMENT: I STATE TO THE BEST OF MY KNOWLEDGE THAT I OR MY AUTHORIZED REPRESENTATIVE, HAVE REVIEWED THE WORK ASSOCIATED WITH PERMIT NO. 6 DATED May 28, 2004 , PROJECT Salem Five Cents Savings Bank North Andover Branch Bank , LOCUS , WARD ON AT LEAST OCCASIONS DURING CONSTRUCTION AND THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF THE WORK HAS BEEN PERFORMED IN CONFORMANCE WITH THE PERMIT AND PLANS APPROVED BY THE INSPECTIONAL SERVICES DEPARTMENT AND WITH THE PROVISIONS OF THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE AND ALL OTHER PERTINENT LAWS AND ORDINANCES. THEN PERSONALLY APPEARED THE ABOVED-NAMED Ma Me a 7083 Architect - MASS. Reg. No. Winter Street Architects, Inc. 209 Essex Street, Suite 300 Salem, MA 01970 Address 978-744-7379 Phone May 28, 2004 Date rselore me STACIA M. COOPER * Notary Public Commonwealth of Massachusetts My Commission Expires OtepLefnuer My Commission Expires Date: Project: B R BUILDING ENGINEERING RESOURCES, INC. ELECTRICAL FINAL AFFIDAVIT June 1, 2004 Salem Five Cents Savings Bank North Andover Branch Bank Turnpike Road North Andover, Massachusetts I certify that I, Marc R. Plante, PE, or a design professional under my supervisions, have observed the work associated with the above referenced project having visited the site periodically throughout the construction period. To the best of my knowledge, information and belief, the work generally conforms with the permit and plans approved by the Inspection Services Department and with the provisions of the State Building Code and other pertinent laws and ordinances. Engineers Name: Company Name: Company Address: State Registration No.: Telephone Number: Marc R. Plante, PE Building Engineering Resources, Inc. 28 Main Street - North Easton, MA MA #38119 (508) 230-0260 Engineering Seal & Signature On this date June 1, 2004, before me, the undersigned Notary Public, personally appeared the above named Marc R. Plante, PE proved to me through satisfactory evidence of identification— and made the oath that the above statement by him/her is true. I j A Notary Public: My Commission Expires: 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com Date: Project: BUILDING ENGINEERING RESOURCES, INC. FIRE PROTECTION FINAL AFFIDA VIT June 1, 2004 Salem Five Cents Savings Bank North Andover Branch Bank Turnpike Road North Andover, Massachusetts I certify that I, Steven A. Karan. PE, or a design professional under my supervisions, have observed the work associated with the above referenced project having visited the site periodically throughout the construction period. To the best of my knowledge, information and belief, the work generally conforms with the permit and plans approved by the Inspection Services Department and with the provisions of the State Building Code and other pertinent laws and ordinances. Engineers Name: Steven A. Karan, PE Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street - North Easton, MA r(e._�C; State Registration No.: MA #34989 Telephone Number: (508) 230-0260 Engineering Seal & Signature On this date dune 1, 2004, before me, the undersigned Notary Public, personally appeared the above named Steven A. Karan, PE proved to me through satisfactory evidence of identification and made the oath that the ahnve statement by him/her is tnie Notary Public: My Commission Expires: 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com Date: B E R BUILDING ENGINEERING RESOURCES, INC. MECHANICAL FINAL AFFIDAVIT June 1, 2004 Project: Salem Five Cents Savings Bank North Andover Branch Bank Turnpike Road North Andover, Massachusetts I certify that I, Steven A. Karan, PE, or a design professional under my supervisions, have observed the work associated with the above referenced project having visited the site periodically throughout the construction period. To the best of my knowledge, information and belief, the work generally conforms with the permit and plans approved by the Inspection Services Department and with the provisions of the State Building Code and other pertinent laws and ordinances. Engineers Name: Company Name: Company Address: State Registration No.: Telephone Number: Steven A. Karan, PE Building Engineering Resources, Inc. 28 Main Street - North Easton, MA MA #34989 0 k of 414S (508) 230-0260 `STE NA. �tcp Engineering On this date June 1, 2004, before me, the undersigned Notary Public, personally appeared the above named Steven A. Karan, PE proved to me through satisfactory evidence of identification and made the oath that the above statement by him/her is mIe_ Notary Public: My Commission Expires: 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com i MIN BUILDING ENGINEERING RESOURCES, INC. PLUMBING FINAL AFFIDA HT Date: June 1, 2004 Project: Salem Five Cents Savings Bank North Andover Branch Bank Turnpike Road North Andover, Massachusetts I certify that I, Steven A. Karan, PE, or a design professional under my supervisions, have observed the work associated with the above referenced project having visited the site periodically throughout the construction period. To the best of my knowledge, information and belief, the work generally conforms with the permit and plans approved by the Inspection Services Department and with the provisions of the State Building Code and other pertinent laws and ordinances. Engineers Name: Company Name: Company Address: State Registration No.: Telephone Number: Steven A. Karan, PE Building Engineering Resources, Inc. 28 Main Street - North Easton, MA MA #34989 (508) 230-0260 Engineering Seal & Signature On this date June 1, 2004, before me, the undersigned Notary Public, personally appeared the above named Steven A. Karan, PE proved to me through satisfactory evidence of identification and made the oath that the above statement by him/her is true. Notary Public: My Commission Expires: 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com P. n p m c ca CS CCU /'� • :.. s 0- ca CCDz . `p t EE �O40 c u C> > C2 �' H Q C/ J • a•� m 3 = GO — o F� (n y Z :I :.c N CD O 4u 'N m cm cn Y Au• c.c CID mor pcs 63 yCL4p„ m - m* dt W C Z O ac �E ; ti c � Ap `D a o c g CO2 a m 211 CD t— r $a O- CD C z Cl v ca co MA E O c O O cc CL CIO O ca C. CO2 O U O ts co CO) c CD CM C O C m m C CD 3� 0� G L L- o. 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O d C Q O �p� O J O CO Z co CLh C 0 U) U) w w w vJ Location -_�73 o 7�, n,.:; p' Ll N No. o P S � Date 3 -30-0 q NORTH TOWN OF NORTH ANDOVER a Certificate of Occupancy $ CN Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # �Z9 1- 17153 17153 Building Inspector If i Location ,�3 S No. o P a Date 3� y TOWN OF NORTH ANDOVER oc 9 Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # a ct I- 17 1 5 3�-A /k IL C,-- BU-Rding Inspector Location :6-,3© TU IA.) I r` No.� Date 4,-19-02 MORTP# A TOWN OF NORTH ANDOVER Certificate of Occupancy $ { IT Hwus Building/Frame Permit Fee $ Foundation Permit Fee $ ` Other Permit Fee $ TOTAL $ gD Check # a 6463 Building Inspector EDP N 10 TOWN, %NORTH ANDOVER BUILDING DEPARTMENT - j U U1 U tICATION TO CONSTP, LIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING Section for Official Use OnI RLM �dhkU31jtM�JIT NUMBER: DATE ISSUED: Ir2 03 M SIGNATURE: Builft Commissioner or of Buildings Date 1.1 Property Address: 1.2 Assessors Map and Parcel Number: — T0 3 A4 rote. S f. -'At . Od!6. — 0 A01•Ac��, Ael of — Map Number Parcel Number � 0/ . 1.3 Zoning Information: 1.4 Property Dimensions: &-d 6—;ePrer&.,P . cLop 60 ZoningDistrict Proposed Use Lot Area (sf) Frontage (ft) 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Required Provided Re red Provided 1.7 Water Supply NiG.L.C.40. 1.5. Flood ZoneInformation: 1.9 Sewerage Disposal System: Public X Private El Zone — Outside Flood Zone Muni.ipal On Site Disposal System 0 2.1 Owner of Record F; co 7-r -Ast 344 FX&P-rry, j lAdevc- St. A6 AZaer 0 Ap f W - Name (Print) Address for Service Sigij�Xe VV Telephone 2.2 Authorized Agent Aw Name Print U Address for Service: Signature Telephone 3.1 Licensed Construction Supervisor Not Applicable 0 boLj;l (/. 00,63 AddressLicense Number C.. d.orer40/ en tion Supervisor: 6 7- CV6Da Eviration ig&,,i re 1/ 71 Telephone 3.2 Reg" 6ed- xrome ImpriWernent Contractor Not Applicable 0 Company Name- Registration Number Address Expirati6n Date Signature Telephone JQ�A�rAgpM �Ing � tc as Owner/Ar�ke�ed Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury JO 4,4 ��Rrr/ C zr Print Name �— i Si a of Owner/t batt Item Estimated Cost (Dollars) to be Completed by permit applicant�` .t... '' Ar x i7 ..i w 1i . f .r � n 1. Building "0 oleo, a (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of l01 Oma Construction from (6) 3 Plumbing Building Permit fee (:) x (b) , !/ 4 Mechanical (HVAC) 5 Fire Protection 6 Total (1+2+3+4+5) 270 oeo Check Number / •3� �Ft :t'aY3�&x.. 1%, ��� 4r N }-�jt ti �+�v': '� �' � �'j``,kk; Y.. e§t ,x � tix'Rsl.. �4f;tpp^� .4y�L� P %}t��y��i k;{..'+ i� k dgr�t° ��y`� 4 � 4�q, a, ;. (t; llv ff gfr..i 7^ r :�t`: iSiF. Dk �Y)t� AFt } � L:� � f S�MSi �F#i7�•A :� 3jf�>n ! YS;' 1 �/rY .}Is I(M{y,� � { 4 � G.Y y. i ! �j"Iv ``M1IE '{f4�J".:. 7 f:. if{ ) y/ Y'n .f � � ^14 t} e� F.r ,: ,x �w�l:•S4 '�3p! ��? ��z.�f't i�ei �..Fe.-at� .,. f rtl�i �',-,��t ,... ,� r �.•:';...� Ea'S;�r?_:XYe. �'.*''�>p ;'o0. �1( �� k1� [: i; A,�'vs�,be�.. i�.r' n4i�,�art:.k �'>.r a 'r�..:"�+1 NO. OF STORIES a SIZE I ; 8ox ASO 4 , . d'-j: 30JA BASEMENT OR SLAB SPa l SIZE OF FLOOR TIMBERS �A0 1ST2 ND 3RD SPAN N DEMENSIONS OF SILLS 4 DEMENSIONS OF POSTS ./ DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIlvINEY IS BUILDING ON SOLID OR FILLED LAN15I SO Q• IS BUILDING CONNECTED TO NATURAL GAS LINE : Y ��. W �.•,q+ �-.rr"d.�-::. ax% rt3 �'�� ft to � .a t s � ��"a=r �sY+' ,� .�� ra e r t � `> SECTION 4 `4�OItI�RS '�N�if<'��T (i41,Gf�. � � � �� • [ � � { Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. �a Si ned affidavit Attached Yea ... A No ❑ SECTIONS Plt©Fl(11S5IUT�F L 011-9ivT ANS I STRI C' flF +i S tVTCI S l pR HI Il�t SANS 1 l Ci l SU +il CONSTRbCTION AS` Tb C I16 tll' SIN + s 4F CfbSi�D'�A 5.1 Registered Architect: a�dr N Ai'c�� kcIs��o�r Name: EDAM e.•� �3a7 Address N.lt.. Signa e Telephone"'t`�; •• -:� l ISiGI C•�:F iTJ1V1A77{ ,"Y..,' dSSOG� A ���5 � �/� .SitLV CT V Area ofRespo OF H mss Name: 11-1 4 So N S G S L �'" r +'� "� 1" i � 03 c�. 1 9 So o,> a cyG Registrati berDUBOis Address: STRUCTURAL -i 30 No. 36807 Signature Total Expiration ♦ . AL E�G� Not applicable ❑ applicable Name: Registration Number Expiration Date Address , Signature Telephone Area of Responsibility Registration Number Expiration Date Name Address Signature Telephone Name Area of Responsibility. Address t Registration Number f Signature Telephone Expiration Date �hG Comp am t ; Not Applicable [IN Q / �4a Responsible in Charge of ConstruMon '! OF' fi# O fciteck-A— awlxal New Construction ❑ Existing Building Repair(s) ❑ Alterations(s) Q Addition ❑ .Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: IA IB I e , E� �M�� • Si USE GROUP Check -as applivable CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ A4 ❑ A-5 ❑ IA IB ❑ ❑ B Business 2A 2B 2C X ❑ ❑ C Educational ❑ F Factory ❑ F-1 ❑ F-2 ❑ H High Hazard ❑ 3A 3B ❑ ❑ I Institutional ❑ I-1 ❑ I-2 ❑ 1-3 ❑ M Mercantile ❑ 4 ❑ R residential ❑ R -I ❑ R-2 ❑ R-3 ❑ 5A 5B ❑ ❑ S Storage ❑ S-1 ❑ S-2 ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use Group: _ Existing Hazard Index 780 CMR 34: 2 Proposed Use Group: Z49;M Is Proposed Hazard Index 780 CMR 34: 2 J i .,. A, BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels pZ Floor Area per Floors 3 7 Total Areas _ Total Height ft 'J41 O - Y?` .t'. Independent Structural Engineering Structural Peer Review Rapred Yes ❑ No ❑ SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,� J o(n. F / ! �% y ,as Owner of the subject property Hereby authorize .66 i%t A ,L QF 6 a My behalf, in all matters relative two work thorized by this building permit application to act on 6 03 Dpfc • Si d6wirr FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. **************************APPLICANT FILLS OUT THIS SECTION APPLICANT JohoFm%ury, �-k4r /ieo LLt41f PHONE LOCATION: Assessor's Map Number—ai5- Q PAR( --Fl DD.I*y SUBDIVISION __ LOT (S) STREET -5kn .kQ ST. NUMBER 53D *** ******************* *******''OFFICIAL USE ONLY**** ** ** ***** AGENTS: CONSERVATION ADMINIST ATOR COMMENTS_UWV 2-,x f`ecjo r U '� ,-5 WOr i COMMENTS ►-U V INSPECTOR -HEALTH " , 1%, nv.7rCl. 1 Vtl-MALI H COMMENTS S30 DATE APPROVED 1W LI -V 1pd DATE REJECTED 1 DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED- EJECTED PUBLIC PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PE13MIT #4/'/�dGf FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTO Revised 9\97 jm ,-X:. Y J r i DATE Y-- Y-- -- ^10-114 BOARD OF StAL,DING RE:Ct ..Arot4a s License: CON- STRUCTiON SUPERVISOR s Number CS 6.,"6355 Birthdate: O x12111946 + Expires: 05/21/20(14 Tr, no; 22403 f Restricted; 00 DAVID V ZALOGA _ 6 PENDANT CT--� ANDOVEER, MA 01810 21 North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that .the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A.. A& Tha rlahric will hA rlicnneorl of in Date NOTE: Demolition permit from the Town of (North Andover must be obtained for this project through. the Office of the Building Inspector The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: --------------- Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ® I am an employer providing workers' compensation for rrry employees working on this job. pl Company name: C_.. 001-140i61' It --C- cil1JS/�7�'(/C% J 01�% 0 -�ZvC L/ Address 7 i%��//1//��l/ %�C, �/ City A/0" aM, Phone #- 9%Z- Insurance_cckso&,/, 1i'C/'�l�'LGY�/?S�/l c..l /. Pc, li(-vl Jl%�� 4-"/1/3 ?f769/ �i Company name: Address City: Phone #- Insurance Co. Policy # Faille to segue coverage as required under section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to $1.500.00 and/or one years' imprisomient.as vetLas.c bM j=akiesnShelmnn Aa STQPIMDRK-Of4DER.-nd_afaeW-($ 110.t)D).aidW.,Vainstme 1 understand that a cop this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. l do hereby cert yun" pains rd penalties of perjury that the information p vi *d above its true and correct Print Of Tial use only do not write in this area to be completed by city or town official' City or Town Permit/1-icensing ❑Check % immediate response is required ie It 0 Building Dept .❑ Licensing Board ❑ Selectman's Office Contact person: Phone #. ❑ Health Department ❑ Other THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE CONSTRUCTION CONTROL AFFIDAVIT On this 9th day of June, 2003 before me, for the State of New Hampshire, personally appeared Dale A. Dubois, P.E. who, being duly sworn, deposed and says that he is registered to practice structural engineering in the Commonwealth of Massachusetts. He further states that he has supervised the structural design and the preparation of all structural documents for the Renovations to the existing Buildingat t 530 Turnpike Road in North Andover. Massachusetts and that such plans conform to the applicable provisions of the Massachusetts State Building Code. In accordance with Sectionl 16.0, a registered professional engineer will conduct periodic visits to the site and prepare written progress reports of said visits to ensure that the work is proceeding in accordance with the design documents approved for the building permit and will notify the owner and the permit granting authority of any observed deviations from the approved plans or applicable codes. _ _„AAA"m- N UFMgss�cy O DALE A. N DUB01S STRUCTURAL y No. 36907 �A90 9FGIsT SS�QNALE�G i Signed. Seal Registration Number: 36, 4 G 7 S1 - Subscribed T Subscribed and sworn to before me this 9th day of June, 2003 My commission expires: PATRICIA A. LEDOUX, Notary Public My Commission Expires September 6, 2005 THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE CONSTRUCTION CONTROL AFFIDAVIT On this 6th day of June, 2003 A.D. before me, for the State of New Hampshire, personally appeared Richard E. Landry who, being duly sworn, deposed and says that he is registered to practice Architecture in the Commonwealth of Massachusetts and that he has supervised the preparation of all design plans and construction documents for the Renovations to the existing Building at 530 Turnpike Road, North Andover, MA and that such plans conform to the applicable provisions of the Massachusetts State Building Code, the National Fire Protection Association and that the materials specified for use in the construction conform with the Controlled Construction Procedure therein defined (Section 116); and that a professionally qualified representative of his office will administer the Construction Contract, and that he will make regular and periodic visits to the construction site and prepare written progress reports of said visits to be sent to the permit granting authority to determine that the construction is proceeding in accordance with the approved plans, and that he will inform the Owner and the permit granting authority of any observed deviations from the approved plans or applicable codes. (Signature) SUBSCRIBED AND SWORN TO BEFORE ME THIS 6th DAY OF JUNE, 2003 A.D. My Commission Expire (Notary Public) o, N°o': wo OFFICE OF BUILDING INSPECTOR `n TOWN OF NORTH ANDOVER • a; CONSTRUCTION CONTROL ssA040 PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: 63cp . TVr200 kf- 1�j- II �1%G14 iJ R -r NAME OF BUILDING: 0�1 L i Lil r1(�r v NATURE OF PROJECT: T I Cha- fziW6\1 !�` j( d tj S IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, f i6 N-AII0 t—, 1,A010 fY REGISTRATION NO. 4±q (o BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL HSTRUCTURAL a MECHANICAL. FIRE PROTECTION ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE. AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. 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 mated (r, r,:,�� • r 3. Be present at intervals appropriate to the stage of construction to become, generally familiar�a with6the 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. �,� • E;•t.l. PURSUANT TO SECTION 116.2.2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT`��' Ci t"ti4�5:a TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT A=UE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR O SUBSCRIBED AND WORM TO BEFORE ME THIS /O DAY OF 3uh� 0,0 TARY PtTBLIC MY COMMISSION EXPIRES /�l6 CONSTRUCTION SCHEDULE 530 Turnpike Street North Andover, MA The exterior renovations to the 530 Turnpike St., No.Andover, MA building shall be according to the following schedule, pending receipt of the building permit. All work shall be in accordance with the plan entitled "RENOVATIONS TO: OFFICE BUILDING 530 TURNPIKE STREET NORTH ANDOVER, MASSACHUSETTS ARCHITECT LANDRY ARCHITECTS": 1. General: a. Dumpster delivery. b. Temporary fencing as required. 2. Cutting and excavation for CMU openings; and installation of masonry per plan. 3. Install footings and steel per plan. 4. Install new aluminum windows per plan. 5. Install EFIS per plan. 6. Repair roof as required. 7. Clean site and prepare for repaving and landscaping. p-530Tpk-construction schedule -6/9/03 Essex Math County Registry of Deeds 381 Coaxes Street Lawrence, :Massachusetts 01840 06/17/03 PLUM TRUST CT # 4 Rec: Type WAR . 50.0.0 DOC. 35129 C. P.. 20.00 R. D. 5,00 Total i 75.00 ' # 5 Payment Check 75.00. THANK YOU! Thomas J. Burke Register of feeds ESSEX NORTH REGISTRY OF DEEDS LAWRENCE, MASS. A TRUE COPY: ATTES`f: l 0 I j • REGISTER OF MED y 06/12/2003 09:23.FAX 978 685 7878 Coolidge Construction Co 16 004 ��iCb • Da � , � �9z3 � . . Town of North Andover .•ate•. , t l -,of the Zoning Board of Appeals 0 0#0 ft Development and Services Division i!?�t i , l .1's�C14't r^, 27 Charles Street ` °+ ° Ip ortb Andover, Massachusetts 01545 2003 FEU ?11 P S 42 A. Robert Nicetra Telephone (978).688-9541 L a>�(9.7t 688-9542 Building Commissioner Any appeal shall be filed Notice of Decision within (20) days after the Year 2003 date of filing of this notice in the office of the Town Clerk. Property at: 510-53OTl NAME: John F. McGarry, 401 Andover Street,' Trustee for Pico Trust ADDRESS_ for premises at. 510-530 Turnpike Street North Andover. MA. 01$45 7W3 is to C?Rity that twenty (20) days have elapsed lrom dale of de0WI0 t, filed without filing of an a Date &0 Joyce A: Bradshaw Town 0I§Fk Street 11, 2003 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, at 7.30 PM upon the application of John F. McGarry, 401 Andover Street, trustee for Pico Trust, for premises at: 510-530 Turnpike Street, North Andover requesting a Variance kom Section 8, Paragraph 8.1(7), for relief from the requirements of off-street parking; and Table 2, footnote 1 from requirements of a street buffer zone for property with frontage on the Northeast Side.Af; •,•_ ;`?; ,` s Tumpike Street within the GB totting district. TKR, following mreemhers wenrt.•stnt: Walter F. Soulc, Robert P. Ford, Ellen P. Mclntyre, u,rd George M. L-ar)ey. Joht+ M. Paallone reoised himself Upon a motion by Robert P.*Ford and 2"a by E3len P. McIntyre, the Board voted to GJL4NT the Variance for relief from .Sbetioo 9, Paragraph 8.1(7) of 11.5'width for the one way driveway on the southeast side of 530 Turnpike Street, and front Table 2; Footnote 1 of 39.5' for a landscape buffer to match the setback on adjacent properties per Parking'Plan of Property located at: 510 & 530 Turnpike Street, North Andover, MA by Richard Ernest Landry, R. A- 44496, Landry Architects, 389 Main St. 204 Floor, Salem, NN 03079 and Philip G. Christiansen, C. E, 028895, Christiansen & SeA 160 Summer Street, &verhill, MA 01830, dated 1120/03 on condition that. (1) space 115 be eliminated and painted with "No Parking" (2) No portion of either 510 or 530 Turnpike to be used for medical doctor, dentist, or other health nue practitioner's office, restaurant, or any food_ related retail business or fast food outlet (3) plougbW snow will not use any parking spaces or block any traffic aisles and excess,amouuts of snow will be ttuciced away. Veting in favor. Walter F. Soule, Robert P. Ford, Ellet P. McIntyre, and George A4. Earley. The Board finds that the applicant's Crcaant ofEasemcnt by PB) Developrne'It Corporation granting to Pico Trust, recorded at the Essex Registry of Deeds North District Book 4364, Page 308, the right and easement to park vehicles in the south west portion of the Grantor's parcel, spaces l through 25, satisfies the requirements -of Section 8, Paragraph 8.1.1: for 127 parking spaces and that the granting of this Variance will not adversely affect the neighborhood or derogate'from the intent and purpose of the Zoning Bylaw and beat the applicam has satisfied the provisions of Section 8, Paragraph 8.1.7, and Table 2, Footnote 1 of the Toning Bylaw and that such change, extension or alteration shall not be substantially more detrimental than the existing parking lot. SEX NORTH REGISTRY OF DEEDS .L.JWRENCE. MASS. J T it. TRUE COPY: ATTWr' Page 1 oft :,%��-,• "••`` Boarjgjj"tVbft l3uilding688-9545 Conservation68R-9530 kealth688-9540 Plannin8698-9535 06/12/2003 09:24 ,FAX 978 685 7878 Coolidge Construction Co X005 Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 A. Robert Nicetta Telephone (978) 658-9541 ,&gilding Commissioner Fax (978) 688-9542 Furthermore, if the rights authorized by the Variance are not exercised within one (l ).year of the date of the grant, it shall ]apse, and may be re-established only a8er notice, and a new bearing: • - • •. . _... • . Fukthennore, if a Special Permit granted under the provisions contained herein shaD be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was z=ted unless substantial use or construction has commenced, it shag lapse and may be re-established only after notice, and a new hearing. ;r^ision 2003-007 t Page 2 of 2 Town of North Andover Board of Appeals, Walter F. Soule, Vice Chairman Board of Appals 688-9541 Building 688.9545 Conservation 688-9530 Healdi 688-9540 Planning 688-9535 / 0.- 12,4,4-4 Essex North County Registry of Deeds 3Bi Com Street Lawrence, tlassachusetta 41844 06/17/03 PLUM TRUST CT # 4 Rec: Type CVAR 50.00 DOG. 35129 C. P. 20.00 R. D. 5.00 Total - 75.00 # 5 Payment Check �•� THANK YOU! Thomas J. Burke Register of -Deeds Doi. � s.�ia9 ESSEX NORTH REGISTRY OF DEEDS LAWRENCE,MASS. A TRUE COPY. ATTEST- 0 , d REGISTER OF MD �orq Zoning Bylaw Denial Town Of North Andover Building Department : :i �. �_. 400 Osgood St. North Andover, MA. 01845 Phone 878MM 1545 Fax 8786888542 Street- treet:Ma Item Lot: Map/Lot to Applica j>►Cd TRUST" f'or 5RI�m Request SecoNdtar %• �v Date: I a- 11 4 10 Q Please be advised that after review of your Application and Plans that your Appncanvn IS DENIED for the following Zoning Bylaw reasons: Zoning i,- 3 ROMOdY for the above is checked below. Item 4 Special Permits Planning Board Item 0 Item Notes Setback Variance Item Notes A Lot Area Common Drivewa Special Permit F Frontage Variance for Sign 1 Lot area Insufficient Independent Elderly Housing Special Permit 1 Frontage Insufficient Earth Removal Special Permit ZBA 2 Lot Area Preexisting y e S 2 Frontage Complies Specipil Pennell premisting nonconforming 3 1 Lot Area Complies 3 Preexisting frOntsgs `i 5 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed Li e s G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 Complies 4 Special Permit Required 3 Preexisting CBA e S 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 I All setbacks comply 1 Height Exceeds Maximum 2 1 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height `i S 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient I Building Coverage 6 Preexisting setbacks c,l e S 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage Preexisting Ll e s 1 Not in Watershed S 4 Insufficient Information 2 In Watershed j Sign 3 Lot prior to 10/24/94 1 Sign not allowed Ll e 5 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking 1I In District review required 1 More Parki Required 2 Not in district Ll e S 2 Parking Complies 3 Insufficient Information 3 Insufficient Information 4 Pre-existing Parkingp ROMOdY for the above is checked below. Item 4 Special Permits Planning Board Item 0 Variance Site Plan Review Special Permit Setback Variance Access other than Frontage Special Permit Parking Variance Frontace Exception Lot Special Permit Lot Area Variance Common Drivewa Special Permit Height Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board Independent Elderly Housing Special Permit Special Permit Non -Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar ' Planned Residential Special Permit / Special Permit for Sign R-8 Denyt y Special Permit Specipil Pennell premisting nonconforming Watershed S Permit The above review and We r,'med exple sero m of such is based on the plans and information submitted. No definitive review and or advice shall be based an verbal eoglanations by the appicant nor sham such verbal si plenaUons by the applicant serve to provide definitive answers to the above rwams for DENIAL. Any inaccuracies, miss admg I ft-neft , or other subsequent changes to the information submitted by the appioant shall be grounds for this review to be voided at the discretion of On Building Department. The attached document Mod -Man Raviaw Narrdivs' "be attached hereto and incorporated hem by reference. The building department will sten r plans and documentation for the above fib. You must file a new building Permit application form and begin ft pbrmitth pocaas, guilding Department Official Signature Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: 1d30 Malmo Atoo u01881W WCO PMX)$!H DuluuGld wMM oll4nd to POWUMOG uoqnkmuoo Pm9 u!UOZ Q!I°d tMMH 9J!:j :vl Peiivatl k74 �7 1A/lev4 h �f nus A/Vfjv/f"U T/ -V.-, � v � � z (pv, O00 �PIC [ "veld ' y• S'$-2Iv%Sri /�rJ/J Irl !/�-F✓l "�` /,/f �( 4D � � a' (l �Y 9 ��i � �y( �( (l G% k74 �7 1A/lev4 h �f nus A/Vfjv/f"U SMOLAK & VAUGHAN LLP Attorneys at Law Jefferson Office Park 82o Turnpike Street, Suite 203 North Andover, Massachusetts o1845 Telephone 978-327-5220 - Facsimile 978-327-5219 John T. Smolak, Esq. Direct 978-327-5215 Email: jsmolak@SmolakVaughan.com November 5, 2004 .r Michael McGuire Building Inspector Building Department Town of North Andover 400 Osgood Street North Andover, Massachusetts 01845 RE: Request for Confirmation of Zoning Matters -- Signage Property: 530 Turnpike Street Owner: Pico Trust Dear Mike: As a follow-up to our discussion last week, and on behalf of Salem Five, the following is a request for your office to confirm that proposed signage to be located on the east side of the Salem Five premises is permitted by right as a secondary sign. Also enclosed is a new sign permit application. Background Salem Five is currently the sole tenant located in the premises known and numbered as 530 Turnpike Street (the "Property"). As you know, John McGarry, as Trustee of Pico Trust, is the owner of the Property. The Property is located in the General Business ("GB") Zoning District. On or about May 25, 2004, the Building Department issued a sign permit (Permit #15- 2004) to John McGarry on behalf of Salem Five. The sign permit authorized the erection of a 2'-8" x 12'-6" Wall Sign facing Turnpike Street (the "Primary Sign"). A copy of the Wall Sign Permit and related sign illustration is attached. Thereafter, The Sign Gallery, Inc., on behalf of Salem Five, had requested the Building Inspector to issue a sign permit for a sign (having dimensions of 2'-10' x 12'-7.175") to be located to the east of the building (facing Fuddrucker's as one stands at the Salem Five Building). That sign permit was initially rejected by you. Based upon follow-up preliminary discussions with you, I understand that you felt it was unclear whether zoning relief (either through a special permit or variance) was required for the issuance of a sign permit for the sign. After our further discussions, you suggested that Salem Five re -file a sign permit application with a proposed Secondary Sign having dimensions smaller than the Primary Sign (the "Secondary Sign"). SMOLAK & VAUGHAN LLP Michael McGuire Building Inspector November 5, 2004 Analysis As you know, Article 6 of the North Andover Zoning Bylaw sets forth requirements for signs. Section 6.6.1) of the Zoning Bylaw establishes requirements for accessory signs in Business and Industrial Districts. Specifically, Section 6.6.D. provides that "Each owner, lessee, or tenant shall be allowed a primary and secondary sign." Accordingly, the Salem Five Building contains one Primary Sign (as defined under Section 6.3.14 —Definitions of the Zoning Bylaw) which was permitted as described above in May, 2004 because it met the dimensional requirements established under Section 6.6.D.1 of the Zoning Bylaw. The term "Secondary Sign" is defined as a "...wall, roof or ground sign intended for the same use as a primary sign but smaller dimensions and lettering, as allowed in Section 6.6." See Section 6.3.17 (Definitions). As noted above, Section 6.6.D. of the Zoning Bylaw allows a "primary and secondary sign." Unlike the specific dimensional requirements required for a Primary Sign described under Section 6.6.D.1, a Secondary Sign is permitted by right in a Business District provided that it simply has smaller dimensions and lettering than the Primary Sign. In this case, the proposed secondary sign (28" height x 124.497 " width) is smaller than the primary sign (32" height x 150" width) which was approved in May, 2004. Therefore, it is my opinion that no relief is required to approve the sign proposed for the east side of the Building, other than a sign permit issued by the Building Inspector, because the proposed sign is a "secondary sign" and it has smaller dimensions than the Primary Sign. Accordingly, on behalf of Salem Five, I respectfully request the Building Inspector to issue a sign permit for the attached secondary sign. Thank you for your consideration of this matter and please contact me at your earliest convenience should you need any further information. Very truly yours, > JTS/ ohn T. Smolak cc: Joseph Longo, Vice President, Salem Five John McGarry, Trustee, Pico Trust NOV - 8 2004 fm BUILDING DEPT_ Eq l� 7 F v m 3 Q) () r J Q) (1) = Q C a U tCl Z: m �O C) C: U) m. Q) C •C N �. 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Q w w J CL O z z Q uj J L w F - Q I C C� C: c css cu F 0 E 'C CY �. U O O cc 4«- N C C: O Q ° a mC.� o 'U. -Bcnu)E°tea -C a' tli L.. m L m in cm cn. L _ L 0 _C > L 0 > N 0 L (II 0cu O .—�. c�a �.0co �O O z cn cts 0 cu O U CD cn U C C6 C cn c M M 0 CD U C N 0) Q 0 (D m z U) O w F- 0.. W U U w CQ F— Z. J J z O U J C.. Q w w J CL O z z Q uj J L w F - Q I .� Cr N co LM O 0 N i L N ■2 � II > }' O > C ti W N Q r 0Z X � � t J .>_ co _ U. N .� Ecn _ C i Cl) O ca � U) O v o 4) J U) f-+ Cr N co O N 4 N 11/04/2004 09:58 9785352288 SIGN GALLERY PAGE 04 CROSS SECTION 1/4" thick painted aluminum latters stud mounted to exsisting w,cill Studs affixed with silicone Wall Studs for Mounting N Sy O 4.5 j O Ll C,3 2S 1-; C13 cwltb 5 0 En 0-4 `F..,�1 t =- <� w tom' > > ' ° A ®� �•� VL • H tr-r O 0.4 ^y co %r 44.4 O CQ cis tp 4-4 E-4 O to o O O w clLd ° .~ cz5 23 P r v L 'n TV- ''�'y' � < - :. }. . K t < <�i`'�� t � �7.,,Ci� � t � k.. b `� •.� � ;may"s "� A t. _._, -... Wr.� ."l i`lc,. +a�sarks Y✓. ,K... .,., r-.�> "� ,_. .., .. dawn .. �b= .. ,-,... .._ f P z 0 y �a Z0 39Vd hd3-nVO NJIS n 0 0 a W O a. n CT 1 88ZZS698L6 B5:60 b00Z/b0/ZI f P z 0 y �a Z0 39Vd hd3-nVO NJIS n 0 0 a W O a. n 1 88ZZS698L6 B5:60 b00Z/b0/ZI 6 N n c, � .a E ED � � W 88ZZS698L6 B5:60 b00Z/b0/ZI rl ■f .w t� r- 7Q SALEM FIVE NORTH ANDOVER SIGN SKETCH Sale ie � 28 in 124.497 in SIZE: 124.497"w X 28"h AREA OF SIGN: 124.497" x 28" =24.208 Sa ft MATERIALS: 1/4" thick painted aluminum letters and graphics. COLORS: SalemFive PMS 294C; Star & Swoosh PMS 130C SECONDARY SIGN SALEM FIVE NORTH ANDOVER SIGN SKETCH SalemF'ive Bank 26.125 in 186.229 in SIZE: 186.229"w X 26.125"h AREA OF SIGN: 186.229" x 26.125" =33.79 sq ft Represents 5% less of total square footage of signage on front of building ( 33.79 sq ft ). MATERIALS: 1/4" thick painted aluminum letters and graphics. COLORS: SalemFive PMS 294C; Star & Swoosh PMS 130C a m a 0 mn 25 Z w �O CA) L to_. P* } Location "j-r'o _ No. S-0 Date 140RTh TOWN OF NORTH ANDOVER 10 ?0•1•`•D ,•,�O R i • ; ; Certificate of Occupancy $ • o • • ., sCN Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL Check # 7 j C Building Inspect& TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, ODEMOLIS ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING .,���Section for Official Use Onl UILDING PEW NNUUBER. 1 DATE ISSUED: SIGNATURE: (7j� Buildin Commissioner/I or of BuildingsDat 1.1 Property Address: 1.2 Assessors Map and Parcel Number: O y� Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: a.o o177' Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUIL DING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Required Provided R red Provided 1.7 Water Sapply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage DispSystem: Public Private ❑ ZOIIe Outside Flood Zone Municipal K, On Site Disposal System ❑ .." 'h" 7 R 2.I Owner of Record J L.� /y%- /��o rust U • �r res ec w p cll D• Pl' Name (Print) Address for Service: I Si Telephone Same 2.2 Authorized Agent Name Print Address for Service: 0 Signature Telephone 3.1 Licensed Construction Supervisor Not Applicable ❑ A C 0 e- &( Cs oo Address n� License Number HJT, Licensed Construction Supervisor: z ✓ �p� �/ Q� xx��%—�' /O�_3o p� `/� Expiration e � Signature Telephone 3.2 Registered Home gmprovement Contractor Not Applicable ❑ Company Name„ Registration Number Address Expiration Date Signature Telephone 'a X ic Z 0 Z M go 0 r v M r r P1 J o Lin rl%Lz rte( T u s �z as Owner/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury JOLfA44&xr,I Print Name e4� , 7�Oo2 Signa Owners at Item Estimated Cost to be on (Dollars) Completed by applicant ` permit L Building '��.,'�,'17 v rJ/� (:fb (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction from (6) 3 Plumbing Building Permit fee (a) x (b) 4 Mechanical (HVAC) 5 Fire Protection 6 Total (1+2+3+4+5) Check NumbeQj 1b 3/ t' Iii Cal � ..: F � 1 �'} ith. 1'�k Y. Y' •�j5,fi,i � } � 3 t nit T i „3 �' . fy.�}t ..I.: �N y.:,. � +l� t .4 q r t$ _ a (: NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS . iST 2 No 3 RD SPAN DEMENSIONS OF SILLS R DEMENSIONS OF POSTS r DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CBIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE u 07/06/2002 08:98 FAX 878 685 7878 Coolidge Construction Co North Andover Building Department DEBRIS DISPOSAL FORM z()01 Tei: 978-688-9545 In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number 2 is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A. The debris will he disposed of in: 1* (Locati of Facility) Signature of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector 4,-)�7xo1--b6„ 6 -+Z -E431 Onfl-E "" Ta, tO-� ( �c MC�-I g�,�' e6e4s6!!��,J,,�fGe�-e/ J )1if to}(�,�,�-e ys 06/26/2002 17:40 9784990115 AIR TESTING SERVICES AOT&SO. AIR TESTING SERVICES, INC. ASBESTO$ CONSULATANTS &. PROJECT MANAGERS 37 INDIAN HILL STREET, WEST NEWBURY, INA 01985 0 LCL/FAX.,-(278)499-0115 PAGER: (508) 492-5246 CELL UI 0 (5061662-74,96 ASBESTOS INSPECTION DATE: 06/24/02 A.T.S #: 02-242 CLIENT: John McGarry 401 Andover Street North Andover, MA 01845 JOB SITE: 530 Turnpike Street, North Andover, MA SCOPE: Asbestos Inspection To Facilitate 2 Buildings Renovation Dear John, Page 1 of 2 PAGE 01 On Thursday, June 20, 20021 was onsite at 530 Turnpike Street, North Andover, MA to conduct your requested Asbestos Survey. A, total of Sixty-one (6 1) (Suspect ,Asbestos) Samples were collected and w-alyzed Polarized Light Microscopy (PLM). As instructed by you the Inspection was to exclude the roof. The following building products were discovered to contain Asbestos. Floor 1- 12" x 12" Vinyl Floor Tiles (Beige) Approximately 90 % of all, and All ]Mastic Glues on the entire Floor 1 (2 Types of Mastics -Some Yellow over. Black, Some Just Black) This Includes the Floor 1 Rear Building Addition, and Mastic Under the Carpeted Offices as well. Floor 1 Front Entry Door Glass Glazing Caulk on All Glass Entry Panels. Floor 1 Wall Joint Compound* limited to the Remodeled Offices that abut the Building Front Wall on Turnpike Street. * Denotes Joint Compound Specifically, Wall Sheetrock must also be removed in its entirety as an Asbestos Abatement Project. MNI.SSACHUSETrS ANALYTICAL SERVICES UCEME A'O. AA 000124 NEW HAMPSHIRE ANALYTICAL SERVICES LICENSE NO. 094 IMO MAINTE ANALYTICAL SERVICES LICENSE NO. LA 020 66/26/2002 .. 17:40 9764990115 AIR TESTING SEKVi(.Lb A,aTitS,v AIR TESTING SERVICES, INC. ASBESTOS CONSULATANTS & PROJECT MANAGERS 37 INDIAN HILL STREET, WEST NEWBURY, MA 01985 OFFICE / FAX: (978) 499-115 P6fZ&(508) 492-5246 CELLULAR: (508) 662-7496 ASBESTOS INSPECTION DATE: 06/24/02 Page 2 of 2 A.T-S 4: 02-242 CLIENT: John McGarry 401 Andover Street North Andover, MA 01945 JOB SITE: 530 Turnpike Street, North Andover, MA SCOPE: Asbestos Inspection To Facilitate 2 Buildings Renovation Sampled and found to contain NO Asbestos were: rALIL b1 All Wall Sheetrock Some Wall Joint Compound (Original Building prior to Front Office Renovation) Some 12" x 12" Floor Tiles (Floor 2 Rear Addition) 2' x 4' Ceiling Tiles (Fissured) 2' x 4' Ceiling Tiles (Smooth) 2' x 4' Ceiling Tiles (Made of Sheetrock) 2' x 2' Ceiling Tiles (Fissured) 2' x 2' Ceiling Tiles (Rough) Cove Base (Blue, Brown, White, Black) and Mastics Wall Papers (Beige, White, dt Textured) Window Glazing Caulk located on All Windows Except Front Entry This Asbestos Survey was conducted with the intent that all suspect asbestos building materials be discovered as best as could be expected without actual demolition of the buildings. Many walls, ceilings, and floors were opened up (broken open) during the survey to discover the nature of construction and materials used_ It is recommended that during Asbestos Abatement and Building Demolition an Onsite Asbestos inspector be present to ensure that if any undiscovered suspect asbestos building materials arise, the suspect materials either be removed as "Asbestos Containing" or be sampled to verify "No Asbestos Contained". State and Federal Lawa do not allow the Demolition of Asbestos .Building Materials. Sincerely, Q � Caesar Orlin e a Asbestos Inspector, MA # Al 30354 - 03/11/03 ATTACHMENT: Asbestos PLM Bulk Sampling/Analysis Field Sheets 06/20/02 (Eleven Paget.) MASSACHUSETTS ANALYTICAL SERVICES LICENSE NO. AA 000124 NEW HAMPSHIRE ANALYTICAL SERVICES LICENSE NO, 0% IMD MAINE ANALY71CAL SERVICES LICENSE NO, LA 020 JUL-2-2002 11:328 FROM: Vav "WRI1cTIn,tS I. Af Udlurn d eni, loan follsi be fnaydlW h adLr l0 mrnpiT ..ctt, Int geparmenl of EaytmAmeelll 4ruleploe ncJi;:,,i;x•: «LY�1TLn;i d �1Q Gwi! 7.15 (frJr •+'F trnp dM ,?WA0t1huria o rEts:e>r4 d Irry:9.im+r". A+:.'rG1. snd 14 Depatinssai el tabpr 1114 Indu1!lic1 t,plllfmw re'OOi'mms DI W CWt 61; Ifs4 dJ'a Ar/of rulby,rian Ct 1e01rrd cf AMY Jrwaear•kYlr 0e0iid L"m, can snare /-lav nt i $ulsrni: 6rMiat i'p n. To X01=6 M'7aftf, pi maasachuacr, Asb4i0, ►repr,.r, P.D.N. I --DM, Doslyn. W C^.i 12. Dav J. Tnglarr,•rt).be Irsce I. r>C",'t "s Cr U.S. E ..•,rrsc�ur P'0143t t AFrrq ne,tN+ I OI 7s!!�'1p•, C�rtgttiic .' rMMllpn Oxrai�71 :ult It WSWAPS f CFn supAm ►rt rgant:e W 4'r . nOr fl97 TO:19766857878 P:2 !.Dlnlnonwcalth of Mas;acbusctla- Asbestos NOtlliCation Form — iN•-'.00r Q ASbIVSFo$ Abat�,flc,/1 Ucscriplinn u a7 i r7C:.I'J 'cCal+:1r 53uRNAPLk/-- 5T, Iy. /c l� �i C� ).t� t2 • `X. t t r .vier .i e..a...»•rwer.+..,�.y �.,. ...n. o.rr �..,. :rL Wil:r/ nrcup:r.G? _ 'yet r1, '72-A Cc 1• i c c t n rN: f W! �lh,Y.1r .e tteH •• On.S"r, F'rplrcl 5'IM:nnSGrfF01empn �NTi Wul.rR('th 4VY Wt5� I4 F� • f`•otcd MCnnor ,4 • J.oehy,.a. / r. 15:xslo; A,asyllGal Lab �•-• !� � CIGC� I (Ja 'z Q(j,4 J r611c GI'_ •IQLn,.":'ev+Url n UUr S(tAun. l r1 J_7__.J,__. Type. nt prp1CC1 ':: Ihrs? (fsrG lc OnC) ro-%+w p: r(ryN .' Oc;Cr.Ct ;Ise aSDc"05 ab?lemtnlrocc0ur In q cs b:. sed •P1o.,As. ) rPM 1'f+Olawl //— ,C1r, CiC1 .�Z -t"r" Paaa,Mb i °nr lob ;,eine [unCUWed +?i. rndunrg y�Mtl6of':. 7 ' I n'n1 amount of r len type el as0eclos Con(aminq 41a 03's (ACM) to be handless on VNM or allefs (linear n )_ Cr el Se ' aces (SggAre h ) ----------- la D9 rcma..r ., e-cbucM of enryy,ulplud iinearisOwre lett -.._.J.,.�•em.N lad+d Mie COC �i3eUlwr. Yn •¢rrlb n'"ft•1 t`rr•n raft mrr.YJNpn Y+r•ea wra+e r'suuriry armt. !•vm .1h" WWW --�.•— Ir wkP1al-r earth", rrr f:!lol.Y daCrlArJ.i1� ��+k 'J.. A 'npk "dura .ilefwnl cb" t4 Ci 2Gb _ t L+etcribe IAc deconlorningion ;ystem(s) to be user. 1 , r`lbyC lne ronlaincrgAlicn/I%iSCCSd) mrlhodS IO Co."f-y IOC 15 ana < _ CMA c F:: EmergNncy ASbeglos ADalemenl CPelalioas. IM 71,::md 011 o1Lua1; who rvainafe4 the emcrperuy .Nr. r hrev>tJinn w.�pr r.11c: JUL.-2-2002 11:32A FROM: NoW rfanster Stations must comf* wile we Soho waste Oivision reputa- lions ]to CMR f11-00 Note' Collunctor Must Vell !hi% loan for DLI hnldlcirron 10urao;c3 TO:19766857878 P:3 Facitity Descripfiun U use Curstnt or 00or of !acuity - ._._• -_.....- - 2. Is the taplity ownchoccupred rrsidenSat with 4 ;mt° Gf leis? ' : Ye, No �Facility Ownot. -1aA co-tP u w - -it SM.mogr-•� m�C-���� -}bl r,. b,�-sfi 4. Faeimit's�tr Owne5 On -Site. Manager f"s ( 1- ttntR C4;ip . 5. General Conlra6tw .. N.IPf 0"i, .-.9 >r +:drrss .•:: •^ r:YiwreAdf IrPrtMS rknlc Irl(urrr .--__ _ / __—. . 4 What Is the ll"t of the lac,ilry! ftt Jl t, L Asbestos transportation and Dis,1 ; JI 1, Transponct of ashtilos•conlaining waste m, teriel ircra :ite to temporary slofage $0, (if neetssaryl Io Itnal disposal slit: 5 uct .F-0 q0 0-1 nBk 2 Timporm of 4sbc7los-Conraimno k:istt cletcr,31 •N IA - 3. Raluorr transfer station and owrnrr (il app6cpglci •. t1ber- . _ . ... .. 4 Fii mt Cispnept ale. C ZEC 1.04- 04mv GcrilNtation Thr, undMigned hofchy state:,, under Ine penalftes of pml It), ;not he/Ent nas fcad the Commonwealth of blassa[nusem Regulations for the RClnoval• Containment of [nWpsufafirn r.f Aspes:oc. .;; CM17R fi.GO anC 3:0 CMH ; ty. and :nal tht inluamation conlaina0ln this noldica(ion is true and coffee; to rht Dcst of fwfl;cr k:•C . irr jr and tehtl 1 5' c -y M-120 ceKD S� c Ne f%irAP:rAc) If ►te atrempt (City. Town. disuicf. ntumcyt&1 n4ouGs/•fat(( ua: :y o/rner-otsul t0 MidtiXlal of tour units or Icssl ? 0 fres 0 no 'Ji, LM 1 rinw, Inml "I P.,it, l ��.0 \ 4 `t- 03:19 PM KIDDER WRECKING D&MtAl M of iEA1►i1iiimmW fttO tJoil Bureau of Waste Preventlon — AM Quality BWP AQ os Notification Prior to Construction or Demolition taliiniittre,jttitltt I: 1. Ad wims of thin bma ba is In Order to r ' dicatlon 310 i r f. 2: "M or4r4l i igntia:.; i. Of 1 087 is Applicability A Construction or Demolition operation of an industrial, Commercial, or institutional building, or residential building with 20 or more units is regulated by the Department of Environmental Protection (DEP), Bureau of Waste Prevention — Air Guafity Division, under Regula - General Protect '`Uy tiL rao saw ofFloon wasrwac*kePwafw to = & Current or prior u e of facility: I: i' I'2. Facility Dwner kn r- _1- NOW Mw �, ramie IL C "gram I3. General Contractor i Iferne I � 1 603 332 3697 tions 310 CMR 7.09. Nalificatlon of Construction or Demolition operations is required under 310 CMR 7.0 '1) ten (10) days prior to any work being performed. Th a following Information is required pUrsuarit to 310 CM T e Is the Facility a resVentia) facility? Yes X No If yes, how many units? WO" rakvh&V — f>h•s& fes„ JUL-02-02 03:20 PM KIDDER WRECKING • � m If�J�tltobJ;tsat>m DJtfpattmsnt o/ JFnv/ronlrentsl ProtsctJoe B(lr6a11 of Waste Prevention —Ali Quality •s SWP AQ 06 .001 Notification Prior to Construction or Demolition 1 603 332 3697 General Construction or Demolition Description 1, Co structlon or demolition contractor If yes who conducted the survey? i 1 Arinr tam .Ii1�I � ASL of flew ane lrreusnks CeifirrraRon M,�rGu (�1 11A� 7. Construction or demolition 1 2. On -Site. Supervisor i 3. Is the entire facility to be demoslshed? I 1 _ Yes No j 4. Describe the areas) to be demollllyped: P.02 7 it SWILL re fnd Doh 8. For demolition and construction projects, Indicate ding ,:�.. ... suppression techniques to be used: I seeding -7 paring ,wetting _ shrouding C] covering other ; 9. For Emergency Demolition Operations, who is the state or local official who evaluated the emergency: IS. If this Is a constructton project, describe the building(s) or ti j addition to be constructed: Doh arA w"Intim I iS. If this Is a demolition protect, were the structure(s) Dal es`/wrI Surveyed for the presence of asbestos containing material ! i (ACM)7 I ! 10�es D No (Ge noral Statement; If asbestos Is found during a Construction or to, riling an asbestos removal notification'WAth the Depart Demolition operation, all responsible parties must com* with and/or a notice of a release/threat of release of a hazardous i 31 C CMA 7,00, 7.09, 7.15 and Chapter 21E of the General Laws of substance to the Department, if applicable.) the iCommonwealth. This would include, but would not be limited I Certification cerUfy that l have examined the above and that to the best of ty k>;towledge It is true and complete. The signature below AMU the signer to the general statutes regarding a false id misleading statemettt(s). JUL-02-02 03:21 Pm KIDDER WRECKING 1 603 382 3697 P.03 NoTlrxc^Trom or DXKOLXVXCN AND XZMOVATXOK •V-ZpAtort PjtOjzCT I POSTMAM DATE RZCCXVTD NOTtric-LT1 it 11. T PLP or NOTIFICATION oojtIQjKAj R.WISj1D CuCAXCELLJID )r YPR x0tic: P clii41l Y INFORMATION IDE31TIry OWNER, RZft0VLL CONTRACTOR, AND O?HZR OFERAtOR I WtiE HAKE . ADD XS STATE( ZIP, Q CONT'CT C—Af c- kEMOVA.L CONTRACTOR, z V\ ADDRESS I 2L CITY jktA TIP, L2c—"T H -ixkU- (all TSE OPERATOR. OPERATOR., P, ,AbbRZ $I )q) tAn CITY STATE i xrpt TrLv 62 L494=7 1 - T Pt or OPERATION D -DM 0--G$tDZRZD DZAO R -RENOVATION t-tioR. RZOOVATION Ise! ASBESTOS ppt$ ENT? V1 PA _FILXTY DtSC=?T;;; I INCLUDE BVILDIXG KAHR, WCMBZR An M)OR OR MOON WISER ADDRZ 3 A?A V I CIT -1 i.k )tj)f STAT2 i$ITZ �.4CATIONI law ITmRS Am TZA" I Q:n IMES FRIC; USE. V. PR I INCLUDING ANALYTICAL'METBOD, IF APPROPRIATE, USED TO DETECT' THF. P Rl OF ENCE HXTERZAL; PROXIMATE AXouwT or BESTOS, INCLUDING AXIIIS%VS 1. RX TID ACm *M " ltz"WSD MTVRIAZ Nor INVICATZ VHY -0 2. CA GORY I Acm POT "MOVED L%cm To ]BE &AtURtHZMT 3. CA GORY 11 ACC 110`!RppgM,) RZhOVto CAT 2 CAT II UNIT PIPesL SEVJktFArAJUL^ 6qrt! .34 DATES ASEr"OS kEMOVAL :M/VD/YYj -TART: Ut-TES DEmoll;.F.12OVATION (?I%/1lfJlyvl STALPT, a i - IV rn..' t"r: uc. Oat p"l, f --- i IC -1 I JUL-02-02 03:21 PM KIDDER WRECKING 1 603 4e2 3697 P.04 .,I MOTiFiCAT=ON O DblOLZTIOl1 AM RMOVATZON (Cantinxed) X.. , DE .CAtPT20p P 0 OEMOLITZ OA NOVATION WORK, A00 NZT800 (8) TO SE USEb' I UA✓e kSt• DE +CItxPSZON or YOit�C PRAC'tYCES AND EK8211EEitlyG CONIMOLS TO 8E USED to v VtNT 1 Ex EsxaKs er� Asgtssoss ,►? T DEMOLITION ANo RMOVAiTop SITE: ` i 7t1 WAOTL 'TRANSPORTER #1 N ar • te•• C tyr state$ yips Co t.scl lemon$ ?elepnone� WJ1 TE TRANSPORTER N2 N $ I goes,! X. ct t� i Stater ' Co tact Oer4on$ talapaane� YYI �IAS'�'L DISPOSAL S;TE iota a $ l4 ation 10 d f Cl y$ �-A�-- Stater iipr000.0" rt epnonk= lily. IF; pltoLZr=ON ORDERED 8Y A GOVERIiMENT AGENCY, PLEASE IDENTIFY TRE 'AGENCY BE a r rstlar t ay Irorsc j►, Data of tact (nM/pp/YY)� Data Ordered to &" in Imloo/rT )i XV. FOR EM=GENCY REtiOY]1TZONS Da and ' Koullr of awrloncT (!01/D0/Tt j r Description of the sudaan, 0patrpacte4 Brent, Itsplahat#on o9 how tAe event eauae4 u$reefe condition• or Mcu14 cause or n unjaeebnable financial puraaar equip"nt aamage r I XVI DESFOU$0Ip'1 R OF PROCEOURES TO BE FOLLOWED IN TAE EVENT TRAT UNEXPECTED �1SBESTgS S FOU,tD OR PREVZOLiB=.Y NONFRIABLE ASBESTOS MATERIAL BECOMES CRUMBLED, PVLVVEER2ZFD, • i ' OR DtJCEGf�OWDER XVI .1 C RrY THAT AN INDIVIDUAL TRAINED IN ;HE PROVYSZONS OF T$IS RECULATJON (44' F P �TP7611 SU88ART K) WILL BE ON-SITE OURING THE DEMOLITION OR RENOVATION AND 4V � T$E REQUIRED TRAINING RAS BEEN ACCOKPLISHEO BY TOTS PERSON WILL Bt AVAIL4.. rr�H:N'SPEC7ION DURING NORMAL ®u5=xF.Ss HOUR,s. (Required 1 year after promulgatl: ? (signature of Owner/Operator)' i Daft, j xV• ;i CE'RrIFY THAT THE ABOVE 2NFGRAlATI.,:: IS CT . _. „• ; .: (Signatu>! of net/operator) (Date'f HP OfficeJet Petsonal Printer/Fax/Copier Fax Log Report Mar -20-02 14:45 Identification Result Pages Tvoe Date Time Duration Diagnostic 89784700175 OK 02 Sent Mar -20 14:44 00:01:05 002181430020 1.4.0 2.8 07/12/2002 09:37 FAX 978 685 7878 Coolidge Construction Co Q001 FAX John F. McGarry, Esquire 401 Andover Street, North Andover, MA 01845 Phone (508) 686-1111. Fax (508) 685-7878 TO: PHONE #: COMPANY: EXTENSION: FAX#_ 97dP DATE: 7/,,o 9K4 ,{cite a. /fid derma d�a�te �cM Qar . , JW �Q 9 7�-76 y 0533. erfwcd• **** PLEASE DELIVER THIS FAX IMMEDIATELY **** TOTAL PAGES (jNcLUDING TmS SHEET): o2 IF THIS FAX DOES NOT FULLY TRANSMIT OR IS rn�rr� n -r Tn uF er► vT � ecx rrnTrcv c�wruu 07/12/2002 09:38 FAX 978 685 7878 Coolidge Construction Co 0 003 07/11/2002 TRU 1.1:17 FAX 1 978 521 5301 CITY INSURANCE W VVA/ UU.L Dor :� PAM 1 _ --w•'l 9 -3381PROGUem 978)73 8 I -53G1 1. . 07/11/2002 THIS ATEW E6uwA9A MATmtOFpy—TV City Insurance Agency, Inc. W&Y AND CONFERS MID R10MT5 UPON THE C@ITMATE 7'09 South Main Street �'DO• TNM Offt?WICATE Doen NOT ARUMN EXTum OR AtT@R THE CdWERAW AFFORDED 6Y Tm POIJCJEg J36lAw. P.O. Box 1297 ..B AFFORDN MA 02831 _ .......... d-drHaverhill, Co . ................. Attn: ESR; A t ea .......... ................................................ Kidder Building &WreckingCo. �_..-..._... .................................................._......................................------. - .... 247 Main Street J3 Plaistow, NX 03863 AN �+' �nwv............. ........................................ ..... ....................... _.. ................ ............... NO rMib LS TD CERTiP1� TIMT TIIE I'DLIdES OFwstIRN+I� L13TED BELOW 1NY8 � tsa�EO 71� NSfJR� NwIRED RBONE FOR TF1 Poi�cr PERIOD BdDICAT6D, NDlVM/RisTANpIIV6 A1'n AEGUIRINENT, 7EJiIM OR COKIDIJtON OP ADM CpNTRACT tSQ OTlg'R DO(;1<JNIENT1MT1i RJ�PEGT Tn WMICFi THIS CERTN"TE AMY BE ISSUED OR MAY PMAIN. THE NrII MAr= AFFORDED BY Tn POLIM DESCRIBED HEREIN 10 SUBJECT TO ALL Tm Tma. E=U81W" Alm CONDURM OF SUCH POUM. UNMITS $HO" WAY FiAWE 8EEN REDU= BY PAID MAAYf"s. ................. ...... .......................... ,.....---._........,.............._..........„.................. _................... ................ ................................ ....,.................... - Tree OFINSURAMCePOS,IRp .................... ................. ..........._.......... -`PouCY POUCIa(PIRs"m UItITE DAT6Qp�IbOMe1 DATEphMlpp/TYI : QemmAL L1mmy SAI. AGWAMAM ; 5 ! CDMM�igAL O��JiAL UABII,RY = PROOUCi9 . PAC COMP, ACC ! S MAW N" 0=4JR ; c � P@}gpNpL 8 ADV Ni KJR1r S ....................... ........ OWNERS&CCNJRAG9M2POW! ......_ . ......... LACK OCCURRENCE f . A, .............. §........ ..........oaet!�nao... EUABMti '- ANY AUTO i : =mmNED StNGm Um r $ ALL OWN= AUTO6 ............. ....................................... SCH1 WUIE� AU1L78 - : �PRm�IURT i 9 .�.....` . HIREOAUTOB = ........_...... . ..... ... :......._._ ............1................................... = i_ NCN4OVYNEDAUT05. ! i _ Pip 4 .......... .......................... _............_........................... . PROPSMYCAAW& ? E OARMAE UABW W r • A=0NLW- 6'A ACCb" 3 ,OTHMTHANAUTOOY1Ll". ......e. ANY AUTO i ? ......... WON. ' ------- -------------- t ! :.... EACH ................ __... A�AMal 6 QCBES LIA91Litf i e , 6ALH OOOURR@10E , E r UAnBR91P FORM - --- ----•--- --._, ._ ... ................ AGOMIZATM : E -... ......•-... ortHER nNw uN6REtLA i ....___... 5............ _....... .. ...... w PLOVI erLouLSATIONArm ' q►IPLArEpe'tiABRdIy A THBPl:QpR / WC969-25-23 INa 07/01/20OZ 07/01/2003 MEACHACCEWT ss i,000�000 ' a :......: . r Pp1 IGy fears : s 1000, 000 aa - ooaameARt� PXCL? ................................ ...r........... :EiaEAOMPW°E i ,000,000 OTHER i i r aebCRlt:rloM of �AtBEpiL IIF3aa AX 978-685-7878 Job site: 830 Turnpike St, North Andover MA ' . .....:... • }'%�MM..Li :r.:r�..�•.\r+. J :.. C ... e! �tt� ...... .. .'` .�p � ' ' _ .... M•JC11 �..�w>M SML%D ANY QF TWP MOVE DESCRIP D POLMft CC CAMMaFJ M WME TME EOWAVON DoTEIMM P,T11El5fAM CO pMV V4LLW0ftVOR TOMML 30 DArSNIRfTTENwcr�eHtafHHC6RfiCAT6NOL0�tmom TOTiie SFT. John McGarry MIT FWLVRBTP MAL OWNOTnE9MALLWQgGNoc9LI" ManLI&OU" 401 Andover St of AW Kim Lw m "a Co�ePAth;,Ts At+>�s oR wvaaeyirTAT>,ras North Andover, KA 01845 _ ........ AU"10RNO Douglas Co x &J a.. , —C-00-091 07/12/2002 09:38 FAX 978 685 7878 Coolidge Construction Co 0002 v 111 JL/ Vf- %1v1111xflUTt;L —.1;`1 1Z11000Z)1010 -ff Z/Z ........ . ...... DATEPMMD/M ]IF ERE: 07/11102 PRODUCER THIS CERTIFICATE 15 ISSUED - ASA MATTER OF INFORMATION Fred C. Church ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR One Merrimack Plata ALTER THE COVERAGE AFFORDED BY THE POLICIES DIELOW. COMPANIES AFFORDING COVERAGE Lowell, MA 01693-1665 COMPANY ...... A Interstate Fire and Casualty "SURD COMPANY 11cidderr 1hij1din9 r, Wrecking CO., Inc. B Crum a Forster COMPANY 247 Main Street C Ieclalty Surplus Insurance Co. :)Iaistow, mn 0:3865 COMPANY .......... THIS IS TO CUTTI r 7"AT ItM POLICES OF INSUAKE LISTO BELOW HAVE BEEN ISSUED TO THE INSURED NWED ABOVE FOR 1HE POLICY PER= micmm. NOTWITHSTANDING MW REQUIREMENT. TOW OR CONDITION OF ANY CONTRACT CA OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED ay TW- POLICIES DESCIRIWO NOtSJN IS SU3JECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS or SUCH POLICIES. LM73 SHOWN WAY HAVE ESEN REOUCGO BY PAID CLAWS. CD LTR TYPE OF INSURANCE POLICY NURSER Pou" ErFICTIVE POUCTEMRATIM UWFS DA72 (11"Immm B GENEFALUABLny 5430868909 07101/02 07/01/03 SENERAL-Aww"vi $2,000.000 OW1113=15L GENERAL UABILITV PRODUCn-COMWOVArr S 2,000, 000 CLAIM Nowe If] OCCUR PEWONAL A AVV INJURY $ 1, a 00 . coo FAC" OCCURRnCF 31,000,200 OMENS &CMaRACIMPRW FIRE DAMAGE fAm, an III&) S 100, 000 MED DP Z" onevemm) 155,000 Tj 1:3:3668935 07/01/02 07/01J03 COMBINED MQE UWr ANYAUTO 151.000.000 ALC. OWNI-4 JUMS [1,00ILYINJURV X SCHEDULED AUTOS Per pew.) 15 X HNIED AUTOS BODLYINJUAT X MW -OWNED AUTOS rPu awacna IS PROPERTY CAMIZE CARACELUStUTY AUTO ONLY - CAACCIDOVT OTHMTHAX AUM ONLY., EACH ACCOVe S A6GKrATg S A 07/01/02 07/01/03 SAM OCCURRENCE S UWAFXUAI'CRM AGGREGATE S 5.000,000 *ThBtlh* UMBRELLAFORM $ UABRAV W —CA OT"its i T 9 all To.� FR EL 114,C" ACCIDENT TWE 4K, EL DWME - POLICY LL" PAWTNFFdVF,WCUTrqU IND, OMCLUNAW- HEXCL FLOISME-DISEASE C OTNEf Pollution LiobiliftV 4=12954900 07/01/02 07/01/03 Bach Toss & Amm. 1.000.000 ---'' JOB sm: MRT3AMQVZR. VA . TOWN OF N. AICD WM I1 O(ZED AS ADDITIONAL INSMED "-- ff- W-1 Z 11: hi 0 R. E F1 9, Fp 3NftLD ANY OF TME ABOVE OESCRIPeD POLICAES BE CANCELLED BEFORE TWE E)WISIATION JOHN MCGARRY DATE IMRCW.T"ICMSUMCOMUVMA. WOWFAVORIONUML30DAY$Wmffeft NOTCE TO mb CENTWCATIS mOLDEfk NAIAID TO TWE LEFT, BUT FALUIR& TO 00 10 WINA, WPOSE NO OBLIGATION OR LEASUrIf OF ANY KM UPON THE INSURER, 6111 A0901111 OR 401 ANDOVER STREET Rr=PRES&WA'fWfi9._ NORT-q ANDOVER, MA 01845 DDAVIS 104426 07/12/2002 10:32 FAX 978 685 7878 Coolidge Construction Co JUL-12-02 IIZ:37 RM KIDDER WRECKrMG 1 603 382 3697 Vow& Dole" Tt rar Sr SL OVANRaW OF son" Th nD- PIA*7bij NH A. 0002 07/12/2002 10:32 FAX 978 685 7878 Coolidge Construction Co 0003 JUL-12-82 11:36 Am KIDDER WRECKING 1 603 382 3697 P.01 077 :w department of Public Safety One Ashburton Place, Rm 1301 Boston, Ma 02108-1618 License: !HOISTING ENGINEER LICENSE 050342 EXPIMS- 1213112003 ROSCOt N KIDDER 245 'rN T 2 M� S PLAIST�.W, 14H 03865 Sitthdate: 12131/1937 Restricted To: 2A Tr. no: 9309 Keep top for mcolpt and Change of ed4two floontation- Board of Building Regulations One Ashburton Place, Rm 1301 Boston, ma Q2108-161$ I : License, d ' ONSTRUCTION SUPERVISOR LICENSE kur"ber! dS 001908 Explifts: '12/31/2003 i. Roscoq N KIDDER 245 MA rN ST PLAIST6W, NH 03965 131fthdate: 12/31 /1037 RestAeted To: 00 _4" Tr, no: 9809 Keep top for remlpt and change of addives notilleation. �. � is �' he 1�'o��u�r���'�� ...2�aa f� �. Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 113815 Two: Private Corporation ExoiraWn: 07/16=3 KI ER BUILDING & WRECKING, INC RO COE KIDDER 24 MAIN ST P i!ISTOW, NH 03865 tlpdzft Addrtu and raurn ord. Mark reason for eb e • Cd F 44�� x w a o c cn o � z z A° w° v U w o U a > w a W � U U w d ) co w w a :j w N W x d A w v rA z cn Q o c o • c� O ` C h O C CL C rL A _4 R V O u 1 y D n A g i y t: O OJ m�u u E • m =' R a • � L o Z' z vJ C J � 0 = y y CCU �C O CL c y O oC 0 cm C�Ooor m O -5 Z O cc C ` —, c F— CL tGo o C �C O.mO p N W C IL �N A R C O F— H Z — Z W ti C' O Q y p s yCLZ 5Q � �v C •- U) 0 C/) 0 u Cf) O o j y O h i CD O a) V _m CL A V2 O O TOWN OF NORTH ANDOVER OFFICE OF THE BUILDING DEPARTMENT COMMUNITY DEVELOPMENT AND SERVICES 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 D. R. Nicetta, Building Commissioner FAX TRANSMISSION TWE: f DATE 6 TO: ,Q ✓ /2 e �✓ r+,� s .o �-- FROM: / 'j l p /jil CP u t r-� ti o /z !-* AA.,W0vv 2 SUBJECT: BUILDING DEPT FAX NUMBER 978-688-9542 Fax To: 4 /--) — `3' 6 S- F 3 5 REMARKS: 7'k is �V S Telephone (978) 688-9545 FAX (978) 688-9542 NO. OF PAGES Z Jay __T7,A5 /0 e C . BOARD OF APPEALS 688-9541 BUILDINGS 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Office r, e o the .B�• ldi''ag ���"pa 't �e '1.: �.w mk.. %1�.. :F'il R4�.Ra k.>L.>. �:.� 6 �.. W� .n t. C; "l<e E 'Rolm. McCelfa, February 26, 2004 RE: 530 Turnpike Street North Andover, MA 01845 Dear Mr. McGarry: i i(}414• ('78 9 12 Please be advised that upon review of the above noted file it has been determined that this department has no plans or calculations for fire alarm and suppression systems for the building. The paperwork submitted was for interior demolition and exterior alterations of the structure only and no interior build out. Please be advised that there has been inquiry to build out for a bank but until such time as there is submitted to this department a plan for fire alarm and suppression system for the building as a whole I will not be able not issue any interior build out. I cannot have any portion of the structure unprotected so I will need a minimum system for the vacant side that will be expandable. Please contact me at your earliest convenience so that we may discuss this and any options available. Respectfully, S Michael McGuire Local Building Inspector Ile a PARTRIDGE SNOW(rs HAHN LLP COUNSELORS AT LAW March 23, 2004 VIA REGULAR MAIL AND CERTIFIED MAIL, RETURN RECEIPT REQUESTED Custodian of Records Town of North Andover Building Department 27 Charles Street North Andover, MA 01845 Re: 530 Turnpike Street, North Andover MA Dear Sir or Madam: In accordance with M.G.L. c.66(b) and 950 C.M.R. 32, the undersigned hereby requests copies of all records in your custody that is or may be responsive to the following request relative to the above -referenced property located at 530 Turnpike Street, North Andover, Massachusetts, hereinafter the ("Property"): 1. All documents relative in any way to the Property. 2. All communications with any individuals or entities with regard to the Property. 3. All requests for building permits or any other permitting required for construction, demolition, maintenance, repairs or any other alteration to the Property. 4. All notes from meetings or communications with any individuals or entities regarding the Property. 5. All documents that evidence or show in any way how the Property is currently zoned. 6. All documents or evidence in any way any changes made to the zoning of the Property. 7. All certificates of inspection, be it building or otherwise relative to the Property. 180 South Main Street • Providence, RI 02903 700 Pleasant Street • New Bedford, MA 02740 101 Federal Street, Suite 1900 • Boston, MA 02110 T: 401-861-8200 • F: 401-861-8210 T: 774-206-8200 • F: 774-206-8210 T: 617-342-7361 • F: 617-722-8266 www.psh.com Custodian of Records Building Department Town of North Andover March 23, 2004 Page 2 8. All notes and other documents memorializing any inspection of the Property for permitting reasons or otherwise. 9. Any documents relative to any application for a variance or special permit regarding the Property. 10. All documents memorializing in any way any public hearing related to an application for variance or special permit regarding the Property. 11. All documents relative to any findings made the Zoning Board of Appeals or other municipal agency regarding any application for variance regarding the Property. 12. All plans, drawings, blueprints or other documents which depict any construction or proposed construction, demolition, maintenance or repairs or other alteration to the Property. 13. All field cards depicting the Property and any improvements made thereon. 14. All documents relative to the current use of the Property. 15. All documents not hereinbefore requested in your custody which regard or concern the Property in any way. The request sought herein, relates only to documents dating from 1990 to the present. In accordance with M.G.L. c. 66(b days following receipt of this letter. Should ann contact the undersigned at the above address. RTW/jsk 7332301/2407-5 Irespond to this request within ten (10) vance p yment be required, please feel free to ery t y yours/ Randall T. Weeks, Jr. 4 COUNSELORS AT LAW March 23, 2004 VIA REGULAR MAIL AND CERTIFIED MAIL, RETURN RECEIPT REQUESTED Custodian of Records Town of North Andover Building Department 27 Charles Street North Andover, MA 01845 Re: 530 Turnpike Street, North Andover, MA Dear Sir or Madam: In accordance with M.G.L. c.66(b) and 950 C.M.R. 32, the undersigned hereby requests copies of all records in your custody that is or may be responsive to the following request relative to the above -referenced property located at 530 Turnpike Street, North Andover, Massachusetts, hereinafter the ("Property"): 1. All documents relative in any way to the Property. 2. All communications with any individuals or entities with regard to the Property. 3. All requests for building permits or any other permitting required for construction, demolition, maintenance, repairs or any other alteration to the Property. 4. All notes from meetings or communications with any individuals or entities regarding the Property. 5. All documents that evidence or show in any way how the Property is currently zoned. 6. All documents or evidence in any way any changes made to the zoning of the Property. 7. All certificates of inspection, be it building or otherwise relative to the Property. RECEIVED MAN � 5 2004 180 South Main Street • Providence, RI 02903 700 Pleasant Street • New Bedford, MA 02740 101 Federal Street, Suite 1900 • Boston, MA 02110 T: 401-861-8200 • F: 401-861-8210 T: 774-206-8200 • F: 774-206-8210SU��H4 361Lpr-722-8266 www.psh.com fM L�GI� I Custodian of Records Building Department Town of North Andover March 23, 2004 Page 2 8. All notes and other documents memorializing any inspection of the Property for permitting reasons or otherwise. 9. Any documents relative to any application for a variance or special permit regarding the Property. 10. All documents memorializing in any way any public hearing related to an application for variance or special permit regarding the Property. 11. All documents relative to any findings made the Zoning Board of Appeals or other municipal agency regarding any application for variance regarding the Property. 12. All plans, drawings, blueprints or other documents which depict any construction or proposed construction, demolition, maintenance or repairs or other alteration to the Property. 13. All field cards depicting the Property and any improvements made thereon. 14. All documents relative to the current use of the Property. 15. All documents not hereinbefore requested in your custody which regard or concern the Property in any way. The request sought herein, relates only to documents dating from 1990 to the present. In accordance with M.G.L. c. 66(b), ' respond to this request within ten (10) days following receipt of this letter. ShouldFanvan/cepyment be required, please feel free to contact the undersigned at the above addrest urs RTW/j sk 7332301/2407-5 Randall T. Weeks, Jr. 0r a0 to C-) 00 N1 N) ru OD (9 0 Z in 0 04 LA �p "D to 00 t4. 0 Q can) o bAo W N W ir r w A ru w ru (.) sommommommilmom so w Zr m Z A P Fwl cr INEWEEMEM1111� JQ O 0 rl 14 o E200�: Z 0 z 4) CL. u 0 F, 0 Z let aouuaS }dwoeH uanleU 6uisn aol nog( Nueyl t f r RETURN RECEIPT REQUESTED r USPS MAIL CARRIER DETACH ALONG PERFORATION -......................................... ..---.......----------------------•-- A— Thank you for using Return Receipt Service WALZ Certified Mailer^" 1-800-882-3811 www.walzpostal.com ------------------------------------------------------------------ - --- --------------------------------------------- / The Commonwealth of Massachusetts a Department of Fire Services A.r Office of the State Fire Marshal P. 0. Box 1025 State Road, Stow, MA 01775 Ile rGRIYiI 1 Date: �'Ff� Permit No ( City of Town) ( If Applicable) Dig Safe Number In accordance with the provisions of M.G.L. Chapter as provided in section This Permit is granted to: © A in Y Stan Date c� JJ Full name of person, Firm or Corporation Permission to —I-1. S , l S ,9 V < t , (� C-�'L ` � r Comments: Restrictions: at -ILA ( Give location by strek and no., or describe in such manner as to provied adequate identification of location ) Fee Paid $ �3Z� This Permit will expire (Si al gran p . Offcal ganting pemut ( Title) IMM■y TH1C PERMIT MI ICT RF 1-nAICDi(_1 Inl ICI V PnCTl=n 1 IPnN THF PPFMICGC 4� RECEIVED MAR 3 2004 BUILDING DEPT. SALEM FIVE NAPMS INC. LIC. NO. SCO04522 67 CARVER ST. LAWRENCE, MA. 01843 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T FUTURE RETAIL AREA PENDENT HEADS W A T E R S U P P L Y STATIC PRESSURE (psi) 45 RESIDUAL PRESSURE (psi) 40 RESIDUAL FLOW (gpm) 153,0 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING OF SPRINKLER LINES (ft) 12 SPECIFIED DISCHARGE DENSITY (gpxn/sq. ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 428.82 gpm AT A PRESSURE OF 24.57 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 U 1A Z NAPMS INC. LIC. NO. SCO04522 SALEM,FIVE FUTURE RETAIL AREA PENDENT HEADS PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE PLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [EST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 120 8.00 10.00 25.43 10.11 121 8.00 10.00 24.69 9.52 122 8.00 10.00 24.25 9.19 123 8.00 10.00 24.05 9.03 124 8.00 10.00 24.00 9.00 125 8.00 10.00 25.46 10.13 J� _ 126 8.00 10.00 24.71 9.54 127 8.00 10.00 24.27 9.21 128 8.00 10.00 24.07 9.05 129 8.00 10.00 24.02 9.01 130 8.00 10.00 25.57 10.21 131 8.00 10.00 24.81 9.62 132 8.00 10.00 24.37 9.27 133 8.00 10.00 24.16 9.12 134 8,00 10.00 24.11 9.08 135 8.00 10.00 30.46 14.50 136 8.00 10.00 30.38 14.42 THE SPRINKLER SYSTEM FLOW IS 428.82 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 qpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 45.00 psi RESIDUAL PRESSURE 40.00 psi AT 1530.00 gpm TOTAL SYSTEM FLOW 678.82 gpm AVAILABLE PRESSURE 43.89 psi AT 678.82 gpm OPERATING PRESSURE 31.72 psi AT 678.82 gpm PRESSURE REMAINING 12.17 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE NAPMS INC. LIC. NO. SCO04522 SALF14 FIVE FUTURE RETAIL AREA PENDENT MEADS PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded. Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 428.82 100.00 352 72.59 140 111 6.400 0.004 0.000 31.72 30.99 0.74 2 3 428.82 6.00 2 10.00 120 1 6.065 0.007 1.300 30.99 24.57 5.12 3 4 428.82 9.00 246 65.26 120 2 6.357 0.006 3.900 24.57 20.24 0.44 4 5 428.82 1.00 2 12.55 120 2 6.357 0.006 0.000 20.24 20.16 0.08 5 6 428.82 10.00 0 0.00 120 2 6.357 0.006 0.000 20.16 20.10 0.06 6 7 428.82 10.00 0 0.00 120 2 6.357 0.006 0.000 20.10 20.04 0.06 7 8 428.82 5.00 0 0.00 120 2 6.357 0.006 0.000 20.04 20.08 -0.04 8 9 428.82 5.00 0 0.00 120 2 4.260 0.041 0.000 20.08 19.87 0.21 9 10 428.82 10.00 0 0.00 120 2 4.260 0.041 0.000 19.87 19.46 0.41 10 11 367.98 10.00 0 0.00 120 2 4.260 0.031 0.000 19.46 19.09 0.37 11 12 244.96 10.00 0 0.00 120 2 4.260 0.015 0.000 19.09 18.94 0.15 12 13 122.42 10.00 0 0.00 120 2 4.260 0.004 0.000 18.94 18.90 0.04 13 17 122.42 1.00 3 14.80 120 2 2.635 0.042 0.433 18.90 17.80 0.66 17 20 122.42 45.00 3 10.45 120 2 2.157 0.111 0.000 17.80 11.64 6.16 20 21 96.99 10.00 0 0.00 120 2 2.157 0.072 0.000 11.64 10.91 0.74 21 22 72.30 10.00 0 0.00 120 2 2.157 0.042 0.000 10.91 10.48 0.42 22 23 48.05 10.00 0 0.00 120 2 2.157 0.020 0.000 10.48 10.29 0.19 23 24 24.00 10.00 0 0.00 120 2 2.157 0.005 0.000 10.29 10.25 0.04 12 16 122.54 1.00 3 14.80 120 2 2.635 0.042 0.433 18.94 17.84 0.66 16 25 122.54 45.00 3 10.45 120 2 2.157 0.111 0.000 17.84 11.67 6.17 25 26 97.08 10.00 0 0.00 120 2 2.157 0.072 0.000 11.67 10.93 0.74 26 27 72.36 10.00 0 0.00 120 2 2.157 0.042 0.000 10.93 10.51 0.43 27 28 48.09 10.00 0 0.00 120 2 2.157 0.020 0.000 10.51 10.31 0.19 28 29 24.02 10.00 0 0.00 120 2 2.157 0.005 0.000 10.31 10.26 0.05 11 15 123.01 1.00 3 14.80 120 2 2.635 0.042 0.433 19.09 17.99 0.67 15 30 123.01 45.00 3 10.45 120 2 2.157 0.112 0.000 17.99 11.78 6.22 30 31 97.45 10.00 0 0.00 120 2 2.157 0.073 0.000 11.78 11.03 0.75 31 32 72.63 10.00 0 0.00 120 2 2.157 0.042 0.000 11.03 10.59 0.43 32 33 48.27 10.00 0 0.00 120 2 2.157 0.020 0.000 10.59 10.40 0.20 33 34 24.11 10.00 0 0.00 120 2 2.157 0.005 0.000 10.40 10.35 0.05 10 14 60.85 1.00 3 14.80 120 2 2.635 0.011 0.433 19.46 18.84 0.18 14 35 60.85 45.00 3 10.45 120 2 2.157 0.030 0.000 18.84 17.16 1.69 35 36 30.38 10.00 0 0.00 120 2 2.157 0.008 0.000 17.16 17.07 0.09 20 120 25.43 5.00 322T 9.00 120 1 1.049 0.203 -1.300 11.64 10.11 2.84 21 121 24.69 5.00 322T 9.00 120 1 1.049 0.192 -1.300 10.91 9.52 2.68 22 122 24.25 5.00 322T 9.00 120 1 1.049 0.185 -1.300 10.48 9.19 2.60 23 123 24.05 5.00 322T 9.00 120 1 1.049 0.183 -1.300 10.29 9.03 2.56 24 124 24.00 5.00 322T 9.00 120 1 1.049 0.182 -1.300 10.25 9.00 2.55 25 125 25.46 5.00 322T 9.00 120 1 1.049 0.203 -1.300 11.67 10.13 2.84 26 126 24.71 5.00 322T 9.00 120 1 1.049 0.192 -1.300 10.93 9.54 2.69 27 127 24.27 5.00 322T 9.00 120 1 1.049 0.186 -1.300 10.51 9.21 2.60 NAPMS INC. LIC. NO. 500045?2 SALEM.FIVE FUTURE RETAIL AREA PENDENT HEADS PAGE 3 A MAX. VELOCITY OF 11.3 ft./sec. OCCURS BETWEEN REF. PT. 35 AND 135 Sprinkler-CALC Release 7.2 Win By Wald- Engineering Inc. North Kingstown R.I. U.S.A. FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3=1T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA, FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 28 128 24.07 5..0.0 322T 9.00 120 1 1.049 0.183 -1.300 10.31 9.05 .2.56 29 129 24.02 5.00 322T 9.00 120 1 1.049 0.182 -1.300 10.26 9.01 2.55 30 130 25.57 5.00 322T 9.00 120 1 1.049 0.205 -1.300 11.78 10.21 2.86 31 131 24.81 5.40 322T 9.00 120 1 1.049 0.193 -1.300- 11.43 9.62 2.71 32 132 24.37 5.00 322T 9.00 120 1 1.049 0.187 -1.300 10.59 9.27 2.62 33 133 24.16 5.00 322T 9.00 120 1 1.049 0.184 -1.300 10.40 9.12 2.58 34 134 24.11 5.00 322T 9.00 120 1 1.049 0.183 -1.300 10.35 9.08 2.57 35 135 30.46 5.00 322T 9.00 120 1 1.049 0.283 -1.300 17.16 14.50 3.96 36 136 30.38 5.00 322T 9.00 120 1 1.049 0.282 -1.300 17.07 14.42 3.94 A MAX. VELOCITY OF 11.3 ft./sec. OCCURS BETWEEN REF. PT. 35 AND 135 Sprinkler-CALC Release 7.2 Win By Wald- Engineering Inc. North Kingstown R.I. U.S.A. .150.00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 WATER SUPPLY/DEMAND GRAPH SALEM FIVE FUTURE RETAILAREA PENDENT HEADS U bUU 1000 1500 2000 Supply: 40-00 psi 1530,00 gpm FLOW 9 Demand: 31.72 psi '78,82 gpm - --.1 ......... . ... ..... . ..... 1.. 1. 11 .11- � SALEM FIVE NAPMS INC. LIC. NO. SCO04522 67 CARVER ST. LAWRENCE, MA. 01843 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T UPRIGHTS IN FUTURE RETAIL AREA W A T E R S U P P L Y STATIC PRESSURE (psi) "45 RESIDUAL PRESSURE (psi) 40 RESIDUAL FLOW (gpm) 1530 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 351.55 gpm AT A PRESSURE OF 24.11 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 LIC. NO. SCO04522 SALEM FIVE UPRIGHTS IN FUTURE RETAIL AREA PAC;R 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY PHE SPRINKLER SYSTEM FLOW IS THE FOLLOWING SPRINKLERS ARE OPERATING IN: f/TEST AREA 1 f 1 TEST AREA 2 f ) TEST AREA 3 f ] REMOTE AREA [ ) YARD HYDT. FLOW Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ---> AT REF. PT. 1 <--- ft gpm psi 20 5.60 13.00 20.76 13.75 21 5.60 13.00 20.36 13.22 22 5.60 13.00 20.13 12.92 23 5.60 13.00 20.03 12.79 24 5.60 13.00 20.00 12.75 25 5.60 13.00 20.78 1.3.77 26 5.60 13.00 20.38 13.24 V� 27 5.60 13.00 20.15 12.94 28 5.60 13.00 20.04 12.81 29 5.60 13.00 20.02 12.78 30 5.60 13.00 20.84 13.85 31 5.60 13.00 20.43 13.31 32 5.60 13.00 20.20 13.01 33 5.60 13.00 20.10 12.88 34 5.60 13.00 20.07 12.85 3.5 5.60 13.00 23.65 17.84 36 5.60 13.00 23.59 17.75 PHE SPRINKLER SYSTEM FLOW IS 351.55 gpm PHE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm ] THE INSIDE HOSE [ ] RACK SPKLR'S. . [ ) YARD HYDT. FLOW IS 0.00 gpm 'HE MINIMUM DENSITY PROVIDED BY.THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 45.00 psi (ESIDUAIL PRESSURE_ 40.00 psi AT 1530.00 qpm TOTAL SYSTEM FLOW 601.55 gpm AVAILABLE PRESSURE 44.11 psi. AT 601.55 gpm )PERATING PRESSURE 31.01 psi AT 601.55 gpm 'RESSURE REMAINING 13.11 psi 'HE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A XBACKFLOW PREVENTER [ ] METER ) DETECTOR CHECK VALVE [ ] OTHER DEVICE LIC. NO. SCO04522 SALEM FIVE UPRIGHTS IN FUTURE RETAIL AREA PAGE 2 FITTING Equivalent Length per NFP, 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve -------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 351.55 100.00 352 72.59 140 111 6.400 0.003 0.000 31.01 30.50 0.51 2 3 351.55 6.00 2 10.00 120 1 6.065 0.005 1.300 30.50 24.11 5.08 3 4 351.55 9.00 246 65.26 120 2 6.357 0.004 3.900 24.11 19.91 0.30 4 5 351.55 1.00 2 12.55 120 2 6.357 0.004 0.000 19.91 19.86 0.05 5 6 351.55 10.00 0 0.00 120 2 6.357 0.004 0.000 19.86 19.82 0.04 6 7 351.55 10.00 0 0.00 "120 2 6.357 0.004 0.000 19.82 19.89 -0.07 7 8 351.55 5.00 0 0.00 120 2 6.357 0.004 0.000 19.89 19.87 0.02 8 9 351.55 5.00 0 0.00 120 2 4.260 0.029 0.000 19.87 19.73 0.14 9 10 351.55 10.00 0 0.00 120 2 4.260 0.029 0.000 19.73 19.44 0.29 10 11 304.30 10.00 0 0.00 120 2 4.260 0.022 0.000 19.44 19.12 0.32 11 12 202.65 10.00 0 0.00 120 2 4.260 0.010 0.000 19.12 19.01 0.11 12 13 101.29 10.00 0 0.00 120 2 4.260 0.003 0.000 19.01 18.98 0.03 13 17 101.29 1.00 3 14.80 120 2 2.635 0.030 0.433 18.98 18.08 0.47 17 20 101.29 45.00 3 10.45 120 2 2.157 0.078 0.000 18.08 13.75 4.34 20 21 80.53 10.00 0 0.00 120 2 2.157 0.051 0.000 13.75 13.22 0.52 21 22 60.16 10.00 0 0.00 120 2 2.157 0.030 0.000 13.22 12.92 0.30 22 23 40.03 10.00 0 0.00 120 2 2.157 0.014 0.000 12.92 12.79 0.13 23 24 20.00 10.00 0 0.00 120 2 2.157 0.004 0.000 12.79 12.75 0.04 12 16 101.36 1.00 3 14.80 120 2 2.635 0.030 0.433 19.01 18.11 0.47 16 25 101.36 45.00 3 10.45 120 2 2.157 0.078 0.000 18.11 13.77 4.34 25 26 80.58 10.00 0 0.00 120 2 2.157 0.051 0.000 13.77 13.24 0.53 26 27 60.21 10.00 0 0.00 120 2 2.157 0.030 0.000 13.24 12.94 0.30 27 28 40.06 10.00 0 0.00 120 2 2.157 0.014 0.000 12.94 12.81 0.13 28 29 20.02 10.00 0 0.00 120 2 2.157 0.004 0.000 12.81 12.78 0.03 11 15 101.65 1.00 3 14.80 120 2 2.635 0.030 0.433 19.12 18.22 0.47 15 30 i01.65 45.00 3 10.45 120 2 2.157 0.079 0.000 18.22 13.85 4.37 30 31 80.60 10.00 0 0.00 120 2 2.157 0.051 0.000 13.85 13.31 0.54 31 32 60.37 10.00 0 0.00 120 2 2.157 0.030 0.000 13.31 13.01 0.30 32 33 40.17 10.00 0 0.00 120 2 2.157 0.014 0.000 13.01 12.88 0.13 33 34 20.07 10.00 0 0.00 120 2 2.157 0.004 0.000 12.88 12.85 0.03 10 14 47.25 1.00 3 14.80 120 2 2.635 0.007 0.433 19.44 18.89 0.11 14 35 47.25 45.00 3 10.45 120 2 2.157 0.019 0.000 18.89 17.84 1.06 35 36 23.59 10.00 0 0.00 120 2 2.157 0.005 0.000 17.84 17.75 0.09 A MAX. VELOCITY OF 8.92 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 30 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 40.00 30.00 20-00 10.00 0.00 0 Soo 1000 1500 200( Supply: 40.00 psi Cw 1530.00 gpm 9=1 f-AMj= Demand- 31.01 psi CP 601.55 gprr ............ ...... . .. ... -. ..., - I I I.. NAPMS INC. LIC. NO. SCO04522 67 CARVER ST. LAWRENCE, MA. 01843 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T kLEM FIVE BANK AREA STATIC PRESSURE (psi) RESIDUAL PRESSURE (psi) RESIDUAL FLOW (gpm) SER OF BOOSTER PUMPS 0 W A T E R S U P P L Y 45 40 1530 B O O S T E R P U M P S S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 14 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .1 PHIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .1 gpm/sq. ft. FOR A DESIGN AREA OF 1059 SQ. FT. OF FLOOR AREA PHIS SYSTEM OPERATES AT A FLOW OF 212.66 gpm AT A PRESSURE OF 16.60 psi kT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 LIC. NO. SCO04522 kLEM FIVE BANK AREA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLER ARE OPERATING IN; [.j� ] TEST AREA 1[ ] TEST AREA 2 TEST AREA 3 [ ] REMOTE AREA [E OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS Elevation of sprinklers = Elevation above water test. tEF. PT. K ELEV. FLOW PRESSURE 0.100 qpm/sq. ft. THE FOLLOWING ft gpm psi 170 5.60 10.00 17.27 9.51 171 5.60 10.00 16.93 9.14 172 5.60 10.00 16.95 9.16 173 5.60 10.00 16.82 9.02 174 5.60 10.00 16.80 9.00 175 5.60 10.00 18.34 10.73 176 5.60 10.00 18.24 10.61 177 5.60 10.00 17.98 10.30 178 5.60 10.00 18.35 10.73 179 5.60 10.00 18.25 10.62 180 5.60 10.00 17.98 10.31 181 5.60 10.00 18.75 11.21 IE SPRINKLER SYSTEM FLOW IS 212.66 gpm [E OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm ] THE INSIDE HOSE [ ] RACK SPKLR'S. ] YARD HYDT. FLOW IS 0.00 gpm 1E MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.100 qpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- .'ATIC PRESSURE 45.00 psi :SIDUAL PRESSURE 40.00 psi AT 1530.00 gpm >TAL SYSTEM FLOW 462.66 gpm TAILABLE PRESSURE 44.45 psi AT 462.66 gpm 'ERATING PRESSURE 23.13 psi AT 462.66 gpm tESSURE REMAINING 21.32 psi [E ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A /] BACKFLOW PREVENTER [ ] METER ] DETECTOR CHECK VALVE [ ] OTHER DEVICE LIC. .NO. VSCO04522 3LEM FIVE BANK AREA PAGE 2 A MAX. VELOCITY OF 7.44 ft./sec. OCCURS BETWEEN REF. PT. 93 AND 70 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ?ROM TO FLOW. PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 212.66 100.00 352 72.59 140 111 6.400 0.001 0.000 23.13 22.93 0.20 2 3 212.66 6.00 2 10.00 120 1 6.065 0.002 1.300 22.93 16.60 5.03 3 4 212.66 9.00 246 65.26 120 2 6.357 0.002 3.900 16.60 12.58 0.12 4 5 212.66 1.00 2 12.55 120 2 6.357 0.002 0.000 12.58 12.53 0.05 5 6 193.91 10.00 0 0.00 120 2 6.357 0.001 0.000 12.53 12.52 0.01 6 7 139.33 10.00 0 0.00 '120 2 6.357 0.001 0.000 12.52 12.51 0.01 7 8 84.77 5.00 0 0.00 120 2 6.357 0.000 0.000 12.51 12.54 -0.02 8 9 84.77 5.00 0 0.00 120 2 4.260 0.002 0.000 12.54 12.53 0.01 9 93 84.77 1.00 3 14.80 120 2 2.635 0.021 0.433 12.53 11.76 0.34 a3 70 84.77 28.00 3 10.45 120 2 2.157 0.056 0.000 11.76 9.59 2.16 70 71 67.50 9.000 0.00 120 2 2.157 0.03.7 0.000 9.59 9.27 0.33 71 72 50.57 3.000 0.00 120 2 2.157 0.022 0.000 9.27 9.20 0.07 72 73 33.62 7.000 0.00 120 2 2.157 0.010 0.000 9.20 9.13 0.07 73 74 16.80 7.000 0.00 120 2 2.157 0.003 0.000 9.13 9.11 0.02 7 92 54.56 1.00 3 14.80 120 2 2.635 0.009 0.433 12.51 11.93 0.15 32 75 54.56 28.00. 3 10.45 120 2 2.157 0.025 0.000 11.93 10.98 0.96 75 76 36.22 12.000 0.00 120 2 2.157 0.012 0.000 10.98 10.84 0.13 76 77 17.98 12.000 0.00 120 2 2.157 0.003 0.000 10.84 10.82 0.03 6 91 54.58 1.00 3 14.80 120 2 2.635 0.009 0.433 12.52 11.94 0.15 al 78 54.58 28.00 3 10.45 120 2 2.157 0.025 0.000 11.94 10.98 0.96 78 79 36.23 12.00 0 0.00 120 2 2.157 0.012 0.000 10.98 10.85 0.13 79 80 17.98 12.00 0 0.00 120 2 2.157 0.003 0.000 10.85 10.82 0.03 5 90 18.75 1.00 3 14.80 120 2 2.635 0.001 0.433 12.53 12.08 0.02 a0 81 18.75 52.00 3 10.45 120 2 2.157 0.003 0.000 12.08 11.86 0.21 70 170 17.27 5.00 322T 9.00 120 1 1.049 0.099 -1.300 9.59 9.51 1.38 71 171 16.93 6.00 322T 9.00 120 1 1.049 0.095 -1.300 9.27 9.14 1.43 72 172 16.95 5.00 322T 9.00 120 1 1.049 0.096 -1.300 9.20 9.16 1.34 73 173 16.82 6.00 322T 9.00 120 1 1.049 0.094 -1.300 9.13 9.02 1.41 74 174 16.80 6.00 322T 9.00 120 1 1.049 0.094 -1.300 9.11 9.00 1.41 75 175 18.34 5.00 322T 9.00 120 1 1.049 0.111 -1.300 10.98 10.73 1.55 76 176 18.24 5.00 322T 9.00 120 1 1.049 0.109 -1.300 10.84 10.61 1.53 77 177 17.98 8.00 322T 9.00 120 1 1.049 0.107 -1.300 10.82 10.30 1.81 78 178 18.35 5.00 322T 9.00 120 1 1.049 0.111 -1.300 10.98 10.73 1.55 79 179 18.25 5.00 322T 9.00 120 1 1.049 0.110 -1.300 10.85 10.62 1.53 30 180 17.98 8.00 322T 9.00 120 1 1.049 0.107 -1.300 10.82 10.31 1.81 31 181 18.75 8.00 322T 9.00 120 1 1.049 0.115 -1.300 11.86 11.21 1.96 A MAX. VELOCITY OF 7.44 ft./sec. OCCURS BETWEEN REF. PT. 93 AND 70 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. t Vrn i t—M aur r L I j ur`tverM-4W Ur -%I—n SALEM FIVE BANK AREA 14a.aa :, 13a.aa 120.ao P 110 00 _ R 100.001". : E 90.00 S 80.00 S 70.00 - U 60.00 _ R 50.00 E 40.00 30.00 20.00 10.00 _ 0 500 1000 1500 2000 0 Su pI•r 40.00 psi . _ � 1530.00 g m� -° �i;�[-;s,��-f�i'}'�� _� psirt, r, - (-14162.66 p�rin�tler Win h NAPMS INC. LIC. NO. SCO04522 67 CARVER ST. LAWRENCE, MA. 01843 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T SALEM FIVE 2ND LEVEL AREA W A T E R S U P P L Y STATIC PRESSURE (psi) 45 RESIDUAL PRESSURE (psi) 40 RESIDUAL FLOW (gpm) 1530 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq, ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1260 SQ. FT. OF FLOOR AREA THIS. SYSTEM OPERATES AT A FLOW OF 293.65 gpm AT A PRESSURE OF 32.88 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM ------------- 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 LIC. NO. SCO04522 SALEM FIVE 2ND LEVEL AREA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ) TEST AREA 1 [ ] TEST AREA 2 [ ) TEST AREA 3 [ /REMOTE AREA Elevation of sprinklers Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 150 8.00 24.00 24.25 9.19 151 8.00 24.00 24.03 9.02 152 8.00 24.00 24.00 9.00 153 8.00 24.00 24.95 9.72uri b U41 S 154 8.00 24.00 24.83 9.63 155 8.00 24.00 24.37 9.28 156 8.00 24.00 24.16 9.12 157 8.00 24.00 24.08 9.06 158 8.00 24.00 24.72 9.55 159 8.00 24.00 24.51 9.39 160 8.00 24.00 24.44 9.33 161 8.00 24.00 25.31 10.01 CHE SPRINKLER SYSTEM FLOW IS 293.65 gpm CHE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm CHE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- 'TATIC PRESSURE 45.00 psi tESIDUAL PRESSURE 40.00 psi AT 1530.00 gpm 'OTAL SYSTEM FLOW 543.65 gpm kVAILABLE PRESSURE 44.26 psi AT 543.65 gpm )PERATING PRESSURE 39.60 psi AT 543.65 gpm ?RESSURE REMAINING 4.66 psi 'HE/ ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A BACKFLOW PREVENTER [ J METER ]. DETECTOR CHECK VALVE [ ] OTHER DEVICE LIC. NO. SCO04522 3ALEIq FIVE 2ND LEVEL AREA A MAX. VELOCITY OF 11.28 ft./sec. OCCURS BETWEEN REF. PT. 40 AND 41 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.Sjk. PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ---------------------- ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 293.65 100.00 352 72.59 140 111 6.400 0.002 0.000 39.60 39.24 0.36 2 3 293.65 6.00 2 10.00 120 1 6.065 0.004 1.300 39.24 32.88 5.06 3 4 293.65 9.00 246 65.26 120 2 6.357 0.003 3.900 32.88 28.76 0.22 4 5 293.65 1.QQ 2 12,55 12Q 2 61357 0,003 Q,000 28,76 28,72 Q.Q4 5 6 293,65 10,00 0 0,00 120 2 6,357 0,003 0,000 28,72 28.69 0.03 6 7 293.65 10.00 0 0.00 '120 2 6.357 0.003 0.000 28.69 28.67 0.03 7 8 293.65 5.00 0 0.00 120 2 6.357 0.003 0.000 28.67 28.65 0.01 8 40 293.65 93.00 3 17.42 120 2 3.260 0.075 0.000 28.65 20.35 8.30 40 41 293.65 19.00 22 13.40 120 2 3.260 0.075 6.500 20,35 11.42 2.44 41 42 194.67 10.00 0 0.00 120 2 3.260 0.035 0.000 11.42 11.07 0.35 42 43 122.06 1.00 0 0.00 120 2 3.260 0.015 0.000 11.07 11.05 0.02 43 44 97.12 9.00 ,0 0.00 120 2 3.260 0.010 0.000 11.05 10.95 0.10 44 50 72.28 5.00 3 10.45 120 2 2.157 0.042 0.000 10.95 10.30 0.65 50 51 48.03 10.00 0 0.00 120 2 2.157 0.020 0.000 10.30 10.09 0.21 51 52 24.00 10.00 0 0.00 120 2 2.157 0.005 0.000 10.09 10.06 0.03 43 53 24.95 5.00 3 10.45 120 2 2.157 0.006 0.000 11.05 10.96 0.09 44 54 24.83 5.00 3 10.45 120 2 2.157 0.006 0.000 10.95 10.85 0.09 42 55 72.61 5.00 3 10.45 120 2 2.157 0.042 0.000 11.07 10.42 0.65 55 56 48.23 10.00 0 0.00 120 2 2.157 0.020 0.000 10.42 10.21 0.21 56 57 24.08 10.00 0 0.00 120 2 2.157 0.005 0.000 10.21 10.13 0.08 41 61 25.31 7.00 3 10.45 120 2 2.157 0.006 0.000 11.42 11.32 0.10 41 58 73.67 5.00 3 10.45 120 2 2.157 0.043 0.000 11.42 10.75 0.67 58 59 48.95 10.00 0 0.00 120 2 2.157 0.020 0.000 10,75 10.55 0.20 59 60 24.44 10.00 0 -0.00 120 2 2.157 0.006 0.000 10.55 10.48 0.07 50 150 24.25 4.00 322T 9.00 120 1 1.049 0.185 -1.300 10.30 9.19 2.41 51 151 24.03 4.00 322T 9.00 120 1 1.049 0.182 -1.300 10.09 9.02 2.37 52 152 24.00 4.00 322T 9.00 120 1 1.049 0.182 -1.300 10.06 9.00 2.37 53 153 24,95 4.QQ 322T 9,QQ 12Q 1 1,049 0,195 -1,300 10.96 9.72 2.54 54 154 24,83 4,00 322T 9,00 120 1 1,049 0,194 -1,300 10,85 9.63 2,52 55 155 24.37 4.00 322T 9.00 120 1 1.049 0.187 -1.300 10.42 9.28 2.43 56 156 24.16 4.00 322T 9.00 120 1 1.049 0.184 -1.300 10.21 9.12 2.39 57 157 24.08 4.00 322T 9.00 120 1 1.049 0.183 -1.300 10.13 9.06 2.38 58 158 24.72 4.00 322T 9.00 120 1 1.049 0.192 -1.300 10.75 9.55 2.50 59 159 24.51 4.00 322T 9.00 120 1 1.049 0.189 -1.300 10.55 9.39 2.46 60 160 24.44 4.00 322T 9.00 120 1 1.049 0.188 -1.300 10.48 9.33 2.45 61 161 25.31 4.Q0 322T 9.00 120 1 1.049 0.201 -1.300 11.32 1Q.Q1 2.61 A MAX. VELOCITY OF 11.28 ft./sec. OCCURS BETWEEN REF. PT. 40 AND 41 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.Sjk. 0.00 0 500 1000 1500 2000 �9 0 psi 5 �-t 6� Uiip�-l�t: 40.�1t1 psi ��� 1530.00 g�'r� �karrf��.���_�- _a_�.���, p�:� «u= ._�:_,.��_; c�g��-e FLOW ........._ Date. 3 TOWN OF NORTH ANDOVER : PERMIT FOR GAS INSTALLATION This certifies that .r -:-A . . Al"I.-.�'.l has permission for gas installation ..9.... P'..4 r.: ? ...... in the buildings of .....T�119 Al .................. at .. S..?�..��:•�,............... ,North Andover, Mass. Fee. ` .. Lic. �No.. t.? �., ... ��--''?:'........ . GAS INSPECTOR Check # '9 i / ) 4739 G AT ASSACHUSE I I UNIFORM APPLICATION FOR PAPER WIT TO DO GASFrMNG 0%ntbr Type) �K' 14m,14f�P/— ---19_ Perrrnit # Building New [] Rer o atlon x Ow hers Name Z' j,re 0 occupariyr 94 Gs Pians submitted: Yes[] No),11, Installing Company Name Address Business Teleahone 66 3r 91ra�^I/I Name of Lkensed Plumber or Gas Fester {��,. ara�ne: Q Partnership Q Firm/Co. INSURANCE COVERAGE: I have a curraft,11ability Insurance policy or its substantial equivalent whlc' , me• :ts the requlrements of MGL Ch. 142. Yes No ❑ If you have checkers yes. please Indicate the type coverage by checking tht-t ar proprWa box A liability insurance policy 6d'seOther type of indemnity O Bond 1-1 OWNER'S INSURANCE WAIVER: I am aware that the licensee does no., -a3ve the insumnre coverage required by Chapter 142 of the Mass. General Laws. and that my signature on this pt -r. i t a ppiicati~ r waives this requirement. Ghee i)ne: ("i o rye '[] Ag ;rpt Q Signature of Owner or Owner's Agent hereby certify that all of the details and information I have submitted (or entered) in ab-, v :s appi c tion aro true and accurate to the best of my knowledge "and that all plumbing work and installations performed under the permit issuE�� , �T tl is agplica&-)n will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of t:gnatM7�f Genera' t? By T of License: Plumber : :sem u�Ics; ns c; =T Title- Gasfitter er cicense �,vz,. her �3` l- /To�wn Journeyman Cr X to W Cr 01 a r O V O y F" ;r• Z0 j N W z z'} � mcc <® to r W W Ca c::F- d a W = W a < W Z 0 z F " to gc O i V W a IN j r < S CC 0: W< a W r a• Z bj C� Y< z m < c tu r r to ,o z a �� = O oC d W Z a U. z< O ac O << d o v o t A sa 1s SUB—BSMT. BASEMENT i 1ST FLOOR 3RD FLOOR 4TH FLOOR hi STH FLOOR v 6TH FLOOR 7TH FLOOR 8TH FLOOR f Installing Company Name Address Business Teleahone 66 3r 91ra�^I/I Name of Lkensed Plumber or Gas Fester {��,. ara�ne: Q Partnership Q Firm/Co. INSURANCE COVERAGE: I have a curraft,11ability Insurance policy or its substantial equivalent whlc' , me• :ts the requlrements of MGL Ch. 142. Yes No ❑ If you have checkers yes. please Indicate the type coverage by checking tht-t ar proprWa box A liability insurance policy 6d'seOther type of indemnity O Bond 1-1 OWNER'S INSURANCE WAIVER: I am aware that the licensee does no., -a3ve the insumnre coverage required by Chapter 142 of the Mass. General Laws. and that my signature on this pt -r. i t a ppiicati~ r waives this requirement. Ghee i)ne: ("i o rye '[] Ag ;rpt Q Signature of Owner or Owner's Agent hereby certify that all of the details and information I have submitted (or entered) in ab-, v :s appi c tion aro true and accurate to the best of my knowledge "and that all plumbing work and installations performed under the permit issuE�� , �T tl is agplica&-)n will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of t:gnatM7�f Genera' t? By T of License: Plumber : :sem u�Ics; ns c; =T Title- Gasfitter er cicense �,vz,. her �3` l- /To�wn Journeyman IL o• ,tip 0 Date. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING ,SSACMUSEt This certifies that�.(.,..�R/ -4 has permission to perform ....l.fj plumbing in the buildings of . ..\:,..%/.� �' / at . l . ��/ .. f1. I.:%� �J,�J•�, �. ,North Andover, Mass. Fee //;J, '! Lic. No.. ............................. . PLUMBING INSPECTOR Check # �5-11'92 f MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DIS PLUMBING (Print or Type) 4.. -A /l'dirr�(�C✓-P`'' ' , Mass_ Date..._._ PetmitV. #_ ✓� r "v Building Location 530 /v✓r!i!i�� !`� Owners Name Type cd Occupancy�� New Cl �if5-tl3Ml : - BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR 6TH FLOOR 7TH FLOOR STH FLOOR Renovation � Re FIXTU z'? z O Y !�- en J } O Z Lu x —jtr Q 1— WW W Q iia co Y p Z ¢ m = > r- v) Z siuOu,�oc=� Jm 3oo Y-jccW co ia C Pians Submit' ed: Yes M No ' Go z D Q cA O < i' a z 0 Z C7 Q _Z ¢ 0 z Q z UJ Ir v a ry Check one: Installing Company Name AAMARI COMPANY, INC. Corporation Address -- AMH�T, NH nnn3t. Partnership Firm/Co. Business Te'sphone Name of Licensed Plumber LU z m X w a- Z) IE- ;5 Q EH =�+w �O Certificate X90 - G INSURANCE COVERAGE: - -- 1 have a current liability policy or its substantial equivalent which mets the requirements of MGL Ch. 142. Yes A No C If you have checked yes, please indicate the type coverage by checking the appropriate trox. A liability insurance policy )9' Other type of indemnity O Bond C OWNER'S INSURANCE WAIVER: i am aware that the licensee does nct have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this peMit application waives this requirement Check one: Signature of Owner or Owner's Agent Owner „ Agent G I hereby certify that all of the details and information I have submitted (or entered} s n above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed Littler the permit issued for this application will be in compliance with all pertinent provisions of the Massactuusetts State Piumbirx} Code and Chapter 142 of the General Laws. 1 Signature of Licensed Plumber 0 Type of License: Master - L6 Journeyman Z: tir License Number/�--- 1 1 ...... l ... ... ....... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ...... ........ ............................ has permission to perform wiring in the buildin j)f ...... ...... 7- — at ..... LU.... .... �... , North Andover, Mass. Fee-,-?............... rd Lic. No... / .......... ... ....... ..................... ELECTRICAL INSPECTOR Check # 4j 3 'y61 5"134 Commonwealth of Massachusetts Official Use Only Department of Fire Service s� Permit No. ) Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGU ATIONS [Rev. 11/991 leave blank APPLICATION FOR PE MIT TJ6 PERFORM ELECTRICAL WORK All work to be performed in accord with thassachusetts Electrical Code (MEC), 27 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFO ATtN) Date: City or Town of: Al. 4 At 71 To the Inspector of Wires: By this application the undersigned gives notice of hi§,or8ler intention to perform the electrical work described below. Location (Street & Number) 530 7 -OR !&E 0ea Owner or Tenant SA L E-A f S 5-4 ✓rAlisrS 814Alk Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes 2' No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service 25b Amps 120 / 2.010 Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: 7-F—A%AAJ7— Ft T OR Or- NE -41 49s0✓k A1EAI PAAJE-C- 4-16871' oC-ix7a0-4F-s' s! -4c No. of Recessed Fixtures No. of Ceil: Susp. (Paddle) Fans Uy uc —vcu u uie its ectur a rrtres. No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators K -VA No. of Lighting Fixtures 9 / Swimming Pool Above ❑ In- ❑ rnd. rnd. o. o mergency ag ing 8 Batte Units No. of Receptacle Outlets 6 Z. No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches /0 No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices g No. of Waste Disposers Heat Pump Totals: tNumber Tons KW No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑Other Connection No. of Dryers No. of Watero. Heaters I KW Heating Appliances KW o Signs Ballasts Security Systems: No. of Devices or Equivalent Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail {f desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issueunless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in -force, and has -exhibited- proof .of g e to the ermit 'ssuin o ee. CHECK ONE: INSURANCE [3 BOND ❑ OTHER W h o' 111 tpy � 5 0 t 0 7 3 6 5 Exp 3/11/05 (Specify:) WC 00782171300 Exp 6/23/04 Estimated Vallee of Electrical Work (When required by municlp; policy.) 4600027366 Exp 3/11/05 Work to Start: AS %#P Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the information n this application is true and complete: FIRMNAME: Richard Brothers Co. Inc. LIC. NO.,.- A 116 2 1 Licensee: William S -Richard Signature , LIC. NO.: (If applicable, enter "exempt " in the license. number line.) (Bus. Tel. No. 508-339-5100 Address: 905 South Main Street, Mansfield MA 02048 Alt. Tel.No.. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage narrllally required by law. By my signature below, I hereby waive this requirement. I am the (check one ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: ,$ 2!O �(q 0 ,--3a%` �k4,to location _ 7r %. �,,� f-•' No. % Date f , �, TOWN OF NORTH ANDOVER a E5fi1cM6f}ccupancy $ + i + THb •91%M Form!t Fee $ •� b��ne r.R°. S t�' Foundation Permit Fee $ ACMUSE i;t -t. /. ,APRth Perry) Fee $ Sf.S ? . 5 o - wronne�Ton Fee $ Water Connection Fee $ TOTAL $ 4, Building Inspector Div. Public Works PERMIT NO. D O C, APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. t/PAGE i MAP d40. LOT NO. I 2 RECORD OF OWNERSHIP (DATE BOOK PAGE ZONE SUB DIV. LOT NO. F 1-1 LOCATION 30 w �k �7 PURPOSE OF BUILDING � 'f' OWNER'S NAME 0) C'v a °i NO. OF STORIES SIZE OWNER'S ADDRESS /147 /Y/��/ �� ,•/^ ^-/�� (•r/ /V /i7 BASEMENT OR SLAB 50413 ARCHITECT'S NAME SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME (� xIcAN� % Pveue s9_ SPAN DISTANCE TO NEAREST BUILDING _-_— DIMENSIONS OF SILLS DISTANCE FROM STREET POSTS DISTANCE FROM LOT LINES — SIDES REAR " GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION MATERIAL OF CHIMNEY-^ IS BUILDING ALTERATION \/1S IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE ye IS BUILDING CONNECTED TO TOWN WATER /e 5 'r'le BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER G IS BUILDING CONNECTED TO NATURAL GAS LINE VO INSTRUCTIONS SEE BOTH SIDES PAGE I FILL OUT SECTIONS 1 - 3 i PAGE 2 FILL OUT SECTIONS 1 - 12 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING t ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR 01 -CE FIL SIGNATURE OF OWNER OR AUTHORIZEDAGENT 09 FEE .,f�.��5 d PERMIT GRANTED OWNER TEL. if C0NTR. TEL # °/75 =33 F(5- 19 CONTR. LIC. bidye/ 3 PROPERTY INFORMATION LAND COST EST. BLDG. COST 961006, O (/ o/1 EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. 4 APPROVED BY BOARD OF HEALTH PLANNING BOARD BOARD OF SELECTMEN SU LDINO INSPECTOR BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY S DRIES THIS SECTION MUST SHOW -EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY _OFFICES LOT LINES AND EXACT DIMENSIONS OF `BUILDINGS. WITH PORCHES. GA. APARTMENTS r , ,, Teij1,.�� RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. �� �f� ✓V/ w 0 O L,�Jtc K CONSTRUCTION 2 FOUNDATION _I X 8 INTERIOR FINISH CONCRETE PINE d 1 2 I3 CONCRETE BL K. BRICK OR STONE HARDW D— PIERS PLASTER DRY V✓ALL _ lS _ n UNFIN. 3 BASEMENT AREA FULL FIN. B'M'TAREA _ 1/1 1/1 1/ FIN. ATTIC AREA NO B M T FIRE PLACES _ HEAD ROOM MODERN KITCHEN _ 4 WALLS I 9 FLOORS CLAPBOARDS DROP SIDING WOOD SHINGLES B _ 1 2 �— 3 _ _ _ CONCRETE EARTH HARDt'✓'D COMMCN ASPH. TILE ASPHALT SIDING ASBESTOS SIDING VERT. SIDING _ STUCCO ON MASONRY STUCCO ON FRAME _ 11 BRICK ON MASONRY BRICK ON FRAME ATTIC STRS. d FLOOR _ CONC. OR CINDER BLK. WIRING STONE ON MASONRY .STONE ON FRAME SUPERIOR to POOR ADEQUATE KI NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH 13 FIX.) GAMBREL MANSARD TOILET RM. 12 FIX.) _ FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK r SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES i TILE FLOOR TILE DADO 6 FRAMING 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. & COLS. STEAM STEEL BMS. & COLS. HOT W'T'R OR VAPOR WOOD RAFTERS AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL t,.. / t:e 13rd \\ I .ELECTRIC_' I NQ. REP. N V\ �� �f� ✓V/ w 0 O L,�Jtc K m w 0w W w Z cc LL N H O Q N C O► w > ZO W QO Wcc Z. . ! U. w m o < �i Q .- i W 90 w m a o H ♦ v=,,o <¢ m Y C) O ¢ a. w w p a cc x .e O 0W LL jtj�EzLLI LL C i W ° Z �< w u FOLD ALONG UNE W a G� W Q W w N .^ Z o U ' fO WN > cc 2 u Q W O O O M a 52 w h ? vp p c Z cc z y > � O oc 00 `- ti < H w O F�Ci tr �. H d q Bei' Z4 W Q t 10 m + <? LL ci cm/r�.. Cc- �r ><a H OJ• Q . w \ Az LU V C N U M0-4 Wo 00 <�� o W LL,b c '` a Z NO•mo�o _�< jNWj ok b 1. pO 2Wzu U 1^ W20 R N o o' O = C7 .m \ 0 i? e x go LL9 OLM mo v�W -�+ = = wl rj = C pL O w O ci < OA to p+ Z `Ir. ski LU N ¢ M Z i! cc N ui om • O w aRi cn o z o O w O r� s � * tz O rz G w" 0 p r� y cn ui om • O w aRi cn o z o O w O r� U cz G w O v � tz O rz G w" O w W p r� y cn C u. a O O a G w w A w c 7 as v cn E C/ ui om • J Q z o E coo Z O uj Z • � C O O 0 � C V O L Icr- z } z IO co w Oca 0_ H E O m co w z > � CL 4 LU cm CL CD O }, O L CD O Ea m .. c ® C1� CIOo a a CA cm< C .o ,` v «o a y O � E c J �R Co Co z z ! .FL O O Qos i c � c �c c E J V .;r • H R 6i �' m m • ♦ze :m3 r y crLL CAcc C3 rCA 0 GO z Z � Z LL LL CL t : m o CLU m O Gi As C: cm ~: 4 C Q H C.0 C.or OM2O 8 m d C � ice m y m C 0 x m�;me3 W CLL Z .y .. c � •i m 'y O W v D.S2 cm43 aa� VD C m � O : m OM= J O = R O V) 71 O U O U rn Cn 2 U CD i J Q z o E coo Z uj Z Q O 0 (A C Icr- z } z IO cm w Oca 0_ H E O m co w z > � 0 CD LU cm CL t+ O }, _ R O i C O ® C1� CIOo a a CA cm< C .o ,` 4� O R J �R J 'v z ! .FL i c Z � z_ V C40 crLL CAcc C3 0 z Z � Z LL LL CL U FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: /--/LN/ /IC�fJ% `ec7lu�c5 Phone LOCATION: Assessor's Map Number Parcel Subdivision Lot (s) Street Iu {^ n FliKe. St. Number s� ,30 ************************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: Conservation Administrator Comments Town Planner Comments Food Inspector -Health Septic Inspector -Health Comments Public Works - sewer/water connections - driveway permit t f� . , / b Fire Department Date Approved Date Rejected Date Approved Date Rejected Date Approved Date Rejected Date Approved Date Rejected Received by Building Inspector Date A!'9i (!iijE LIIIItIiIIITI1lIPizlf4 IIfci55cit�illFPS Office Use Only Department of Public Safety Permit No. ' BOA �F PREVENTION REGULATIONS 527 CMR 12:00 Occupancy S Fee Checked 3/90 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION-) Date ' 7 City or Town of ,/ l� a / G� /�' 1s / [ To the Inspector of Wires The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) 30 G e4 •� z /✓- Owner or Tenant /�% ��/Z G�P%1�7G �1/� v�l7Z(e �1/ /7 7e Owner's Address � 75-09- f76- _, _TaE5— Is this permit in conjunction with a building permit: Yes ❑ No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders'and Ampacity l ` Location and Nature of Proposed Electrical Work TOTAL No. of Lighting Outlets No. of Hot Tubs No. of Trnsformers KVA to Above In- No. of Lighting Fixtures I Swimming Pool grnd. ❑ grnd. ❑ Generators KVA F, a r, No. of Emergenq Lighting No.!of Receptacle Outlets a a No. of'Oil B:utners a "' '" Baren llriits` "" `No. df Swttch''Outlets• No., of Gas,6urne s r • � 'FIR. E ALAPMS- . No. of Zones Total No. of Detection and No. of Ranges I No. of Air Conditioners Tons Heat Total Total Initiating Devices No. of Sounding Devices No. of Disoosals No. of Pumps Tons KW No. of Self Contained Deteaion'Soundine Devices No. of Dishwashers Soace.'Area Heating KW Municipal No. of Dryers I Heating Devices KW Local❑ Conne: ion El Other No. of No. of Low Voltage No. of Water Heaters KW Signs Ballasts �ti'iring No. Hydro Massage Tubs I No. of Motors Total HP OTHER: Ali GG'zJ5 INSURANCE COVERAGE: P rsuant to the requirements of Massachusrtes General Laws I have a current Liability,lnsurance Policy including Completed Operations Coverage or its substantial equivalent. YES NO ` ! have submitted valid proof of same to this office. YES LX NO G If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE ® BOND ❑ OTHE�R�❑,.,(_Pleaase Specify) (See Attached) Estimated Value of Elec ical Nork 5 SLG " (Expiration Date) Work to Start 916 inspection Date Requested: Rough Will Call Final Signed under the enalt es of perjury: FIRM NAME Interstate Electrical Services LIC. NO. A-921 7 Licensee Pasquale A. Alibrandi Signature LIC. NO. Address 70 Treble Cove Road N. Di r' Bus. Tel. No. I5 0 R}667-50 0 Alt. Tel.No.eht• 257 ObvNER•S INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage or its substantial equivalent as required by t.tassachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) _ Telephone No. PERMIT FEE 5�' (Signature of Owner or Agent) TIN. 866 swift., 0 SAcmU Date ....... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ..... +t. tq.. ...... F �� ....... (.IE�p ............... has permission to perform ........ ....... ....................... wiring in the building of ..... 6j..' b n ....... ....................................... ..................... . North Andover, Mass. Fee -.--y7L--ea.. Lic.Qo.'kj-� 11............ .......... ........................... ELECTRICAL INSPECTOR ty04 10:27 75.00 PAID WHITE: Applicant CANARY: Building Dept. PINK: Treasurer 0 r=nzy< > a rn 'RX _ \ MCLS C rq �C,CDO \ vii \ rq \ W � N 1� X 81ah. � �$ Hgot 0 "eggs A Q F-Zx7c,o A yr=+ �• �d�e� ado c so . Tom. C� �� -� !ez � < � N a J. . N��?rjN• a c In f") m O $ `•• to � A N N r n •7 X co 2'n �_ to A O N 7 _ �LA v C Q Nitrogen Material Safety Data Sheet Industrial Gas Division Air Products and Chemicals, Inc. P.O. Box 538 Allentown, PA 18105 Tel. (215) 481.4911 • TWX 510-651-3686 CABLE-AIRPROD • TELEX 84.7416 PRODUCTS EMERGENCY PHONE: 800-523.9374 IN PENNSYLVANIA: 800-322-9092 ISSUE DATE Issued: 13 April 1977 TRADE NAME AND SYNONYMS Nitrogen, LIN (Liquid only) CHEMICAL NAME AND SYNONYMS Nitrogen REVISIONS Rev: 10 July 1986 FORMULA N2 MW: 28.01 CHEMICAL FAMILY Inert gas CAS#7727.37.9 HEALTH HAZARD DATA THRESHOLD LIMIT VALUE Nitrogen is a simple asphyxiant and has no threshold limit value (TLV). Nitrogen is not listed as a carcinogen by NTP, IARC, or OSHA. SYMPTOMS IF INGESTED, CONTACTED WITH SKIN, OR VAPOR INHALED Nitrogen is odorless and nontoxic, but may produce suffocation by diluting the concentration of oxygen in air below levels necessary to support life. PERSONNEL, INCLUDING RESCUE WORKERS, SHOULD NOT ENTER AREAS WHERE THE OX- YGEN CONCENTRATION IS BELOW 19%, UNLESS PROVIDED WITH A SELF-CONTAINED BREATHING APPARATUS OR AIRLINE RESPIRATOR. Exposure to oxygen -deficient atmospheres may produce dizziness, nausea, vomiting, loss of con- sciousness, and death. Death may result from errors in judgment, confusion, or loss of consciousness which prevents self - rescue. At low oxygen concentrations unconsciousness and death may occur in seconds without warning. Extensive tissue damage or burns can result from exposure to liquid nitrogen or cold nitrogen vapors. TOXICOLOGICAL PROPERTIES Nitrogen is a simple asphyxiant and constitutes 78% of the air we breathe. Nitrogen does not support life and may produce immediately hazardous atmospheres through the displacement of oxygen. Nitrogen under high pressure can produce nar- cosis even though oxygen sufficient for life is present. RECOMMENDED FIRST AID TREATMENT -- Persons suffering from lack of oxygen should be moved to areas with normal atmospheres. SELF-CONTAINED BREATHING APPARATUS MAY BE REQUIRED TO PREVENT ASPHYXIATION OF RESCUE WORKERS. Assisted respiration and supplemental oxygen should be given if the victim is not breathing. If cryogenic liquid or cold boil -off gas contacts a worker's skin or eyes, frozen tissues should be flooded or soaked with tepid water (105-115F; 41-46C). DO NOT USE HOT WATER. Cryogenic burns which result in blistering or deeper tissue freezing should be seen promptly by a physician. FIRE AND EXPLOSION HAZARD DATA FLASH POINT (Method used) N/A AUTO IGNITION TEMP FLAMMABLE LIMITS LEL UEL NIA N/A N/A N/A EXTINGUISHING MEDIA N/A ELECTRICAL CLASSIFICATION GROUP N/A SPECIAL FIRE FIGHTING PROCEDURES N/A UNUSUAL FIRE AND EXPLOSION HAZARDS NIA PHYSICAL DATA BOILING POINT (°F,) FREEZING POINT (°F) @ 1 atm – 320.5F (-195.8C) @ 1 atm – 346.OF (– 210.00) VAPOR PRESSURE (psia) N/A SOLUBILITY IN WATER @ 68F (20C), 1 atm 1.52% by volume VAPOR DENSITY (Iblcu ft) @ 68F (20C), 1 atm 0.07273 SPECIFIC GRAVITY (AIR= 1) @ 68F (20C), 1 atm 0.967 LIQUID DENSITY (Iblcu ft) @boiling point, 1 atm 50.45 SPECIFIC GRAVITY (H,0=1) @boiling point, 1 atm 0.808 APPEARANCE AND ODOR Both liquid and gaseous nitrogen are colorless and odorless. ©Air Products and Chemicals, Inc. 1978 Printed in U.S.A. 310.812 REACTIVITY DATA STABILITY UNSTABLE CONDITIONS TO AVOID Inert STABLE X None INCOMPATIBILITY (Materials to avoid) None HAZARDOUS DECOMPOSITION PRODUCTS None HAZARDOUS MAY OCCUR CONDITIONS TO AVOID POLYMERIZATION WILL NOT OCCUR X None SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Avoid contact of skin with liquid nitrogen or Its cold boll -off gas. Flush liquid nitrogen spill with water to disperse. Ventilate enclosed areas to prevent formation of oxygen -deficient atmospheres caused by the evaporation of liquid nitrogen or the release of gaseous nitrogen. WASTE DISPOSAL METHOD Allow liquid nitrogen to evaporate in a well ventilated outdoor location remote from work areas. Vent nitrogen gas slowly to a well ventilated outdoor location remote from work areas, Do not attempt to dispose of residual nitrogen in compressed gas cylinders. Return cylinders to Air Products with residual pressure, the cylinder valve tightly closed and valve caps in place. I SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION (Specify type) Use self-contained breathing apparatus in oxygen -deficient atmospheres. Caution! Respirators will not function. Use may result in asphyxiation. VENTILATION LOCAL EXHAUST SPECIAL Natural or mechanical MECHANICAL (General) OTHER where gas is present. Vents should be situated to avoid higher than normal concentration of nitrogen in work areas. PROTECTIVE GLOVES (LIN) Loose -fitting gloves of impermeable materials such as leather. Leather work gloves are recommended when handling compressed gas cylinders. EYE PROTECTION (LIN) Chemical goggles or safety glasses. Safety glasses are recommended when handling high-pressure cylinders. OTHER PROTECTIVE EQUIPMENT None SPECIAL PRECAUTIONS* SPECIAL LABELING INFORMATION Nitrogen shipments must be In accordance with Department of Transportation (DOT) regulations using DOT "NON- FLAMMABLE GAS" label. Consult DOT regulations for details on the shipping of hazardous materials. SPECIAL HANDLING RECOMMENDATIONS Prevent contact of liquid nitrogen or cold boil -off gas with exposed skin. Prevent entrapment of liquid in closed systems. Use only in well ventilated areas. Compressed gas cylinders contain nitrogen at extremely high pressure and should be handled with care. Use a pressure -reducing regulator and pressure relief devices when connecting to lower pressure piping systems. i Secure cylinders when in use. Never use direct flame to heat a compressed gas cylinder. Use a check valve to prevent back i 1 flow into storage container, Avoid dragging, rolling, or sliding cylinders, even for a short distance. Use a suitable hand truck. For additional handling recommendations on compressed gas cylinders, consult Compressed Gas Association Pamphlet P-1. orcC iAL J I ORALE RECOMMENDATIONS Store liquid containers and cylinders in well ventilated areas. Keep cylinders away from sources of heat. Storage should not be in heavy traffic areas to prevent accidental knocking over or damage from passing or falling objects. Valve caps should re- main on cylinders not connected for use. Segregate full and empty cylinders. Storage areas should be free of combustible material. Replace the cylinder cap when the cylinder is not in use. Avoid exposure to areas where salt or other corrosive chemicals are present. See Compressed Gas Association Pamphlet P•1 for additional storage recommendations, SPECIAL PACKAGING RECOMMENDATIONS Gaseous nitrogen containers meet DOT specifications or American Society of Mechanical Engineers (ASME) codes. Liquid nitrogen is stored in vacuum -insulated containers meeting DOT specifications or ASME codes. OTHER RECOMMENDATIONS OR PRECAUTIONS Liquid nitrogen is a cryogenic liquid. Materials of construction must be selected for compatibility with extremely low temperatures. Avoid use of carbon steel and other materials which become brittle at low temperatures. Compressed gas cylinders should not be refilled except by qualified producers of compressed gases. Shipment of a compressed gas cylinder filled without the permission of the owner is a violation of Federal Law. If oxygen -deficient atmospheres are suspected or can occur, use oxygen monitoring equipment to test for oxygen deficient atmospheres. 'Various Government agencies (i.e., Department of Transportation, Occupational Safety and Health Administration, Food and Drug Administration and others) may have specific regulations concerning the transportation handling, storage or use of this product which will not be reflected in this data sheet. The customer should review these regulations to ensure that he is in full compliance. 0 pv z Q Q w O z rr w a. rr F - z w Ll V) LU J ZD N 1 O z oC = O 0 C O u W W d � = wl N Z V 66 Z Z W r y/ Lud Z Z V ? �. 0 m W m (�% 0 m Y W Cc O L C O S O N S O S 7 E m U ii [L ii Q m U. Q U. m m rr w a. rr F - z w Ll V) LU J ZD N 1 O z Location / No. r Date / ' i p 4 TOWN OF NORTH ANDOVER 3? , °t ° p Certificate of Occupancy $ x s Building/Frame Permit Fee $ Foundation Permit Fee $ s�cMus Other Permit Fee $ 9� g % Sewer Connection Fee $ � Water Connection Fee $ TOTAL $ Building Inspector 11 ( ---;— Div. Public Works PERMIT NO. APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. I AGE 1 MAP 4-40. LOT NO. 2 RECORD OF OWNERSHIP DATE BOOK 'PAGE ZONE SUB DIV. LOT NO. - LOCATION�`�`�y. 11 PURPOSE OF BUILDING 6 �( OWNER'S NAME . 3.• ES SIZE d OWNER'S ADDRESS ` BASEMENT OR SLAB ARCHITECT'S NAME W, c, % '1 SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME Q !n,� SPAN D.4ST-A=VGE�9-NE,A 2 �v ,,q�N ROS\ �-AZA ` q( cl \:S1" --- DIMENSIONS OF SILLS DISTANCE FROM STREET _ --- '" POSTS DISTANCE FROM LOT LINES - SIDES REAR GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW �1 �l �a E C` D SIZE OF FOOTING X a MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS SEE BOTH SIDES PAGE I FILL OUT SECTIONS 1 - 3 PAGE 2 FILL OUT SECTIONS 1 - 12 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR i j(Q DATE FILED � ® n a \ )k_ Av1 SIGNATURE OF OWNER OR A FEE OZ/S-'' PERMIT GRANTED !D 3p 19 AGENT OWNER TEL. CONTR. TEL. #_.. CONTR. LIC. # 3 PROPERTY INFORMATION LAND COST /tST. BLDG. COST _3 i`� Inl> EST. BLDG. COST PER SQ. FT. �5•� EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. 4 APPROVED BY BOARD OF HEALTH PLANNING BOARD BOARD OF SELECTMEN BUILDING INSPECTOR C / BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY SiOR1E5 MULTI. FAMMILY �i OFFICES APARTMENTS _ CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH 3 1 2 13 PINE CONCRETE CONCRETE BL'K. BRICK OR STONE HARDW D _ PIERS PLASTER DRY WALL _ UNFIN. 3 BASEMENT AREA FULL '/, 1/1 3/, N_O B-M'T FIN. B'M'TAREA FIN. ATTIC AREA FIRE PLACES _ _ _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS CONCRETE EARTH B _ 1 2 �_ 3 _ _ DROP SIDING WOOD SHINGLES ASPHALT SIDING ASBESTOS SIDING _ HARDW D COMMON ASPH. TILE VERT. SIDING STUCCO ON MASONRY STUCCO ON FRAME _ BRICK ON MASONRY BRICK ON FRAME ATTIC STRS. & FLOOR _ CONC. OR CINDER BLK. WIRING STONE ON MASONRY STONE ON FRAME SUPERIOR I_�POOR ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH 13 FIX.) GAMBRELMANSARD A TOILET RM. 12 FIX.) _ FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING _ TAR 8 GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. 8 COLS. STEAM STEEL BMS. & COLS. HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ 10 13rd ELECTRIC NO HEATING THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. R { A Date.....-/. 9....a.`�... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ........ c ' ..... ..�......... has permission to perform ..... Rf.. A.P. Ab.... .. ............. wiring in the building of G I ......................................................... 3 � c' � ` . i--Ir— at � , North Andover, Mass. jig qt) Fee ..................... Lic. No. ELECTRICAL IN ECTOR� Check # y 5077 The Commonwealth of Massachusetts Office Use Only Department of Public Safety Permit # Board of Fire Prevention Regulations 527 CMR 12:00 occupancy & Fee Checked 3i90 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with Massachusetts Electrical Code, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date March 17, 2004 City or Town of No. Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) 530 Turnpike Street Owner or Tenant John McQarry Owner's Address 401 Andover Street, No. Andover, MA Is this permit in conjunction with a building permit: Yes F -X ] No = (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps Volts Overhead =Undgrd =No. of Meters New Service Amps Volts Overhead =Undgrd =No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work Base Building, Common Area & Exterior No. of Lighting Outlets No. of Hot Tubs No. of Transformers No. of Lighting Fixtures 15 Swimming Pool Generators No. of Receptacle Outlets 4 No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switches 3 No. of Gas Burners FIRE ALARMS (1) control pnl No. of Ranges No. of Air Cond. Tons No. of Detection 10 No. of Disposals No. of Heat Pumps kw No. of Sounding 14 No. of Dishwashers Space / Area Heating kw No. of Self Contained No. of Dryers Heating Devices kw Local No. of Water Heaters No. of Signs Municipal 1 4 No. of Hydro Massage Tubs No. of Motors Low Voltage Wiring Other: L r t_ INSURANCE COVERAGE: Pursuant to requirements of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES X NO I have submitted valid proof of the same to this office YES x NO If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE XX BOND F OTHER f (please specify) 21212005 Estimated Value of Electrical Work (Expiration Date) Work to Start March 18, 2004 Inspection Date Requested: Rough Upon Request Signed under penalties of perjury: Final Upon Request FIRM NAME Dumais Electric LIC. NO. 12170A Licensee Mark A. Dumais Signature LIC. NO. 26665E Address 8 Newport Street Bus. Tel. No. 978-683-9438 Methuen, MA 01844 Alt. Tel No. 978-685-4553 OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage or it's substantial equivalent as required by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (please check one) I Telephone No. Permit Fee 1f (Signature of Owner or Agent) Check # 17144 Building Inspel6tor Location No. '� Date 3 -d-1- u/ NORT01 TOWN OF NORTH ANDOVER � R 9 Certificate of Occupancy $ sACH t� Building/Frame Permit Fee $ 2 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 17144 Building Inspel6tor TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING s Section for Official Use Oni BUILDING PERMIT NUMBER:DATE ISSUED- 3 SIGNATURE: Buildin Commission11 or of Buildings Date "R 1"KI 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number ParcelNumly( 441VO 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Areas Frontage (ft) 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Required Provided Recpired. Provided 1.7 Water Supply M.G.L.C.40. § 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public 0 Private D zone Outside Flood Zone 0 Municipal On Site Disposal System 0 2.1 Owner of Record (7,r-6,4 v r) RI(IWF- 66-V45 6me z/0 4r -:55A ---X AW Name (Print) Address for Service 9746 - 720 Y010 S' na a Telephone 2.2 Authorized Agent d0W114ag0z"e:7 Name Print Address for Service: 7 Signature Telephone 3.1 Licensed Construction Supervisor Not Applicable 0 z0*,wr0,p,e,-e 6yjt-e&L5'1.30 41114jFpee 4V6 Address AAGVlro(l .' License Number 41'e- *'1C1y41'r1- 0 -7q,/t9 Licensed Construct Supervisor- �/ 76J43S-0 Expiration Date Sign/%� ature Telephone 3.2 Registered Home Improvement Contractor Not Applicable 0 Company Name_ Registration Number Address Expiration Date Signature Telephone 1' At as Owner/Authorized Agent Hereby d 1 e that the statement knowledge and belief. s and information on the foregoing application are true and accurate, to the best of my Signed under the pains and penalties of perjury Jvrc A J, Go'.1G'a Print Name 4S'ofyOwn /Agent Date Item Estimated Cost (Dollars) to befl Completed by permit applicant 1. Building 2q0(a) Building Permit Fee /O'P n aeW Multiplier .,��5 m P 2 Electrical 3l7 Ov (b) Estimated Total Cost of 1 D0 D 3 Plumbing Construction from (6) 3 /6/000 6/000 Building Permit fee (a) X (b) / 4 Mechanical (HVAC) /q a00 lv J 5 Fire Protection b / O db 6 Total (1+2+3+4+5) bo"�' Check Number j s L'V _ S,�,f�"�.fi 'k7QY ; it � - lli � ( y��,i'1 h i 0.iA 13(L,J"s 1�'..�a.G� ��Y *, '{, A ,',$ �l�S. n � ^'�,>i .ry- Ni :'!4 ice, , }✓ jb `L Y%� x,, Y% . �...v,.�, r,... .. •1. �.. �<.. .r ti,.rrttb �,,. s .t?K..�l:� , °.. -+'a >�..���" ��r�'. ti,..i �,<1�:sz? is ,. `•. a'ib�,�% �� � �.� nsy���'r _ � iif ++ .r � u `� {„„ i si��.� r.' NO. OF STORIES av v SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1ST 2ND 3RD SPAN DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FII LED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE ": > i� �`�- i•r; '�-�'''"'C`s".`'r�.� l,�r��� +����.. �� a ,k axa 'e moi:"1��' ��xfC' 4 T,Y.- s�F�+� „;�t ...�.�' ��:. -�'?� � t'"L�k � �s�4k�'��y 42 ia?:� �,• a'}, � � rt � y�'x ,s A FORM - U - LOT RELEASE FORM 0 INSTRUCTIONS: This form is used to verify that allnecessary approval/ permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. APPLICANT PHONE ASSESSORS MAP NUMBER LOT NUMBER SUBDIVISION LOT NUMBER STREET NUMBER STREET memo Nano ONE OFFICIAL USE ONLY RECONIMENDATIONS OF TOWN AGENTS IN so EMMENRIP M mow ............................................................................ DATE APPROVED CONSERVATION ADNM41STRATOR DATE REJECTED CONDAENTS J DATE APPROVED TOWN PLANNER DATE REJECTED CONSENTS FOOD INSPECTOR - HEALTH SEPTIC INSPECTOR - HEALTH CONRVIENTS PUBLIC WORKS - SEWER / WATW CONNECTIONS A DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED CONMIENTS - .. RECEIVED BY BUILDING INSPECTOR DATE J 11 North Andover Building Department .DEBRIS DISPOSAL FORM Tel: 978-688-9545 In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall -be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A. The debris will be disposed of in: (Location of Facility) SignatMire of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector A VA The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Please Print Name: Location: City Phone Fam a homeowner performing all work myself. 01 am a sole proprietor and have no one working in any capacity 0 1 am an employer providing_ workers' compensation for my employees working on this job. Company name: C6rV\Y,0d6s"2 f3V-,k30-d-s 60,rp Address 3b 'P-L)mi�-d A -a2, Su -4L LDS City: � ��� (V\ A dd Ll (Q b Phone U, Wr1 L&U ad Company name: Address City: Phone # WC.5-, 215. 3396q3-oa3 Insurance Co. Policy # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of ($100.00) a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify under the pains and penalties of perjury that the information proviapd above is true and correct SignatureDate Print name Phone # Official use only do not write in this area to be completed by city or town official' E] Building Dept ❑Check if immediate response is required Building Dept p Licensing Board p Selectman's Office Contact person: Phone #k Ei Health Department 0 Other FORM WORKMAN'S COMPENSATION ,BUILDING ENGINEERING RESOURCES SALEM BANK'- LIGHT HAZARD Page 8 Date i Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Ecv. Ln. Total Pf Pn 15.59 8.573 K Factor = 5.32 8 16.02 1.049 7.000 8.188 K Factor = 5.6 to 120 27 16.02 0.0863 7.000 0.604 Vel = 5.947 16.02 8.792 K Factor = 5.40 9 16.76 1.049 3.000 8.962 K Factor = 5.6 to 120 28 16.76 0.0940 3.000 0.282 Vel = 6.222 16.76 9.244 K Factor = 5.51 10 16.61 1.049 10.000 8.794 K Factor = 5.6 to 120 29 16.61 0.0923 10.000 0.923 Vel = 6.166 16.61 9.717 K Factor = 5.33 25 16.00 2.157 1T 12.307 13.000 8.507 to 120 12.307 26 16.00 0.0026 25.307 0.065 Vel = 1.405 26 15.59 2.157 1T 12.307 12.000 8.573 to 120 12.307 27 31.59 0.0091 24.307 0.220 Vel = 2.774 27 16.03 2.157 1T 12.307 11.000 8.793 to 120 12.307 28 47.62 0.0194 23.307 0.451 Vel = 4.181 28 16.76 2.157 14.000 9.244 to 120 29 64.38 0.0338 14.000 0.473 Vel = 5.652 29 16.61 2.157 1T 12.307 2.000 9.717 to 120 12.307 30 80.99 0.0517 14.307 0.740 Vel = 7.111 80.99 10.457 K Factor = 25.05 11 16.19 1.049 7.000 8.355 K Factor = 5.6 to 120 32 16.19 0.0880 7.000 0.61 6 = Vel 6.010 16.19 8.971 K Factor = 5.41 12 16.49 1.049 4.000 8.673 K Factor = 5.6 to 120 33 16.49 0.0910 4.000 0.364 Vel = 6.122 16.49 9.037 K Factor = 5.49 13 16.80 1.049 4.000 9.001 K Factor = 5.6 to 120 34 16.80 0.0943 4.000 0.377 Vel = 6.237 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .BUILD WG ENGINEERING RESOURCES Page 9 SALEM -5 BAND - LIGHT HAZARD Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 16.80 9.378 K Factor = 5.49 14 17.13 1.049 5.000 9.353 K Factor = 5.6 to 120 35 17.13 0.0978 5.000 0.489 Vel = 6.359 17.13 9.842 K Factor = 5.46 32 16.19 2.157 1T 12.307 13.000 8.971 to 120 12.307 33 16.19 0.0026 25.307 0.067 Vel = 1.421 33 16.49 2.157 1T 12.307 23.000 9.037 to 120 12.307 34 32.68 0.0096 35.307 0.340 Vel = 2.869 34 16.80 2.157 1T 12.307 10.000 9.378 to 120 12.307 35 49.48 0.0208 22.307 0.463 Vel = 4.344 35 17.13 2.157 1T 12.307 6.000 9.841 to 120 12.307 36 66.61 0.0360 18.307 0.659 Vel = 5.848 66.61 10.500 K Factor = 20.56 15 14.82 1.049 2E 2.000 8.000 7.000 K Factor = 5.6 to 120 4.000 37 14.82 0.0748 12.000 0.897 Vel = 5.502 14.82 7.897 K Factor = 5.27 16 14.96 1.049 2E 2.000 6.000 7.136 K Factor = 5.6 to 120 4.000 37 14.96 0.0761 10.000 0.761 Vel = 5.554 14.96 7.897 K Factor = 5.32 17 15.78 1.049 2.000 7.942 K Factor = 5.6 to 120 38 15.78 0.0840 2.000 0.168 Vel = 5.858 15.78 8.110 K Factor = 5.54 18 15.79 1.049 lE 2.000 5.000 7.955 K Factor = 5.6 to 120 2.000 39 15.79 0.0840 7.000 0.588 Vel = 5.862 15.79 8.543 K Factor = 5.40 37 29.78 2.157 1T 12.307 14.000 7.896 to 120 12.307 38 29.78 0.0081 26.307 0.214 Vel = 2.615 38 15.78 2.157 1T 12.307 12.000 8.110 to 120 12.307 39 45.56 0.0178 24.307 0.433 Vel = 4.000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES Page 10 SALEM 5 BANK - LIGHT HAZARD Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 39 15.79 2.157 1T 12.307 26.000 8.543 to 120 12.307 40 61.35 0.0309 38.307 1.185 Vel = 5.386 40 2.157 1T 12.307 3.000 9.728 to 120 2E 6.153 24.614 5.197 TOR 61.35 0.0309 27.614 0.854 Vel = 5.386 61.35 15.779 K Factor = 15.44 24 78.50 4.26 1T 26.334 6.000 10.388 to 120 26.334 31 78.50 0.0018 32.334 0.057 Vel = 1.767 31 6.357 1T 37.720 5.000 10.446 to 120 37.720 30 78.50 0.0003 42.720 0.011 Vel = 0.794 30 80.99 6.357 1T 37.720 9.000 10.456 to 120 37.720 36 159.49 0.0009 46.720 0.044 Vel = 1.612 36 66.60 6.357 1T 37.720 8.000 10.500 to 120 37.720 5.197 TOR 226.09 0.0018 45.720 0.082 Vel = 2.285 TOR 61.35 6.357 lA 33.948 10.000 15.779 to 120 1B 12.573 116.932 4.764 BKFL 287.44 0.0028 1Z 17.603 126.932 0.354 Vel = 2.906 2G 3.772 1K 45.264 BKFL 6.16 lE 20.084 100.000 20.897 to 140 1T 43.037 63.121 TEST 287.44 0.0024 163.121 0.398 Vel = 3.094 150.00 Qa = 150.00 437.44 21.295 K Factor = 94.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ` ARCHITECTURAL DESIGN AFFIDAVIT PERMIT NO. TO THE COMMISSIONER OF INSPECTIONAL SERVICES DEPARTMENT: I STATE TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE PLANS ACCOMPANYING THE ATTACHED APPLICATION CONCERNING THE PROJECT LOCATED AT 530 Turnpike Road, North Andover, MA INTERIOR RENOVATIONS ARE IN ACCORDANCE WITH THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE AND ALL OTHER PERTINENT LAWS AND ORDINANCES. Paul Durand 8615 Architect - MASS. Reg. Winter Street Architects, Inc. 209 Essex Street, Suite 300 Salem, MA 01970 Address 978-744-7379 Phone March 5, 2004 Date THE ARCHITECT OF RECORD PERSONALLY APPEARED AT THE SITE OF THE ABOVE NAMED PROJECT AND MADE THE OATH THAT THE ABOVE STATEMENT BY HIP VW? '0 t jagwaldes , sajldx3 uoissiww00 AV4 spasnpusseW p Qmuounuoo ollgnd ti94ON 113d000 'IN vlovis My Commission Expires 1 B E R BUILDING ENGINEERING RESOURCES, INC. MECHANICAL DESIGN AFFIDA VIT Date: March 4, 2004 Project: Salem Five Cents Savings Bank 530 Turnpike Road North Andover, Massachusetts I, Steven A. Karan, PE, certify that to the best of my knowledge, information and belief that the above -referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the MECHANICAL design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE #34989 Engineer - MA Reg. Number 28 MAIN STREET NO EASTON, MA Address (508) 230 - 0260 Telephone Number Engineer Seal & Signature On this date March 4, 2004. before me, the undersigned Notary Public, personally appeared the above named Steven A. Karan, PE proved to me through satisfactory evidence of identification and made the oath that the above statement by him/her is true. me, CoWnission Expires, 28 Main Street, Building 3A I North Easton, Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com / B R BUILDING ENGINEERING RESOURCES. INC. ELECTRICAL DESIGN AFFIDAVIT Date: March 4, 2004 Project: Salem Five Cents Savings Bank 530 Turnpike Road North Andover, Massachusetts I, Marc R. Plante_, PE, certify that to the best of my knowledge, information and belief that the above -referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the ELECTRICAL design and will provide Construction Administration for the project during construction. MARC R PLANTE PE #38119 Engineer - MA Reg. Number C 1 I � I�Ci�►C 1� � • _ I► Company 28 MAIN STREET NO EA TON, MA Address (508) 230 - 0260 Telephone Number Engineer Seal & Signature On this date March 4, 20M before me, the undersigned Notary Public, personally appeared the above named Marc R. Plante, PE proved to me through satisfactory evidence of identification and made the oath that the above statement by him/her is true. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com i Intom BUILDING ENGINEERING RESOURCES, INC. FIRE PROTECTION DESIGN AFFIDA VIT Date: March 4, 2004 Project: Salem Five Cents Savings Bank 530 Turnpike Road North Andover, Massachusetts I, Steven A. Karan, PE. certify that to the best of my knowledge, information and belief that the above -referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the FIRE PROTECTION design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE #3498 Engineer - MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, Company 28 MAIN STREET NO, EA TON, MA Address (508) 230 - 0260 Telephone Number Pv'(H OF Mgrs 9 STEVEN A. GN s KARAN LD MWF ANICAL y Engineer /Medd & Signature On this date March 4, 2004,. before me, the undersigned Notary Public, personally appeared the above named Steven A. Karan, PE proved to me through satisfactory evidence of identification and made the oath that the above statement by him/her is true. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering .corn r s I B R BUILDING ENGINEERING RESOURCES, INC. PLUMBING DESIGN A FFIDA VIT Date: March 4, 2004 Project: Salem Five Cents Savings Bank 530 Turnpike Road North Andover, Massachusetts I, Steven A. Karan, PE, certify that to the best of my knowledge, information and belief that the above -referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the PLUMBING design and will provide Construction Administration for the project during construction. STEVEN A KARAN, PE #34989 Engineer - MA Reg. Number 11I G _I UNC ISI:_h • 1� Company 28 MAIN STREET NO, EASTON, MA Address (508) 230 - 0260 Telephone Number Engineer Seal & Signature On this date March 4, 20M before me, the undersigned Notary Public, personally appeared the above named Steven A. Karan, PE proved to me through satisfactory evidence of identification and made the oath that the above statement by him/her is true. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com B R BUILDING ENGINEERING REsoURCFs, INC. FIRE PROTECTION DESIGN AFFIDA VIT Date: February 20, 2004 Project: Salem Five Cents Savings Bank 530 Turnpike Road North Andover, MA I, Steven A. Karan, PE, certify that to the best of my knowledge, information and belief that the above -referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the FIRE PROTECTION design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE #34989 Engineer — MA Reg. Number BUILDING ENGINEERING RESOURCES, INC. Company 28 MAIN STREET NO. EASTON, MA Address (508) 230-0260 Telephone Number ��PyTN OF A?qs\ S , EVEN A. < KARAN v MECHANICAL No. 34989 �g9p9�Q/STBQ'� /ONAL EN Engineer Seal & Signature Then personally appeared the above named STEVEN A. KARAN, PE and made oath that the above statement by him/her is true. Before me, My Commission Expires, .ice BRET H. CHALUPA j * Notary Public I u Commonweal, of Massachusetts My Commission Expires li no 97, 9008 28 Main Street, Building 3A I North Easton, Massackus,tts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com � l 1 c 1 B R BUILDING: ENciNEERING: RI:SoURCES, INC. SALEM FIVE CENTS SAVINGS BANK 530 Turnpike Road North Andover, MA FIRE PROTECTION CONSTRUCTION DOCUMENT In accordance with 780 CMR Section 903.1.1, the following information is presented: (La) BASIS (METHODOLOGY) OF DESIGN SECTION 1 - BUILDING DESCRIPTION a) This is a partial renovation to the First Floor. "USE" Group is `B". b) The Building has one (1) floor and a Mezzanine. The total square footage is approximately 14,800 square feet. c) The Building height is approximately 20'-0". d) The Building has a total of one (1) floor and a Mezzanine above grade. e) The Building has no floors below grade. f) The area of renovation at the Ground Floor consists of approximately 3,900 square feet. g) The type of Occupancy within the Building is `B". h) The type of Construction is "213". i) There will be no hazardous materials used and stored in the area of renovation. j) Areas of renovation will not include high piled storage. k) The site can be accessed by emergency response vehicles directly by approaching the Front Lobby from Turnpike Road. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 T 508.230.0260 1 F 508.230.0265 BER@BER-engineering.com Salem Five Cents Savings Bank — No. Andover, MA February 20, 2004 Fire Protection Construction Document - Page 2 SECTION 2 - APPLICABLE LAWS, REGULATIONS AND STANDARDS a) 780 CMR Code Sections "Fire Protection System Requirements," 6th Edition. b) NFPA Standards used for the design of Fire Protection Systems: 1. NFPA 14 "Standpipe Systems", 2003 Edition. 2. NFPA 72 National Fire Alarm Code "Fire Alarm Systems". 3. NFPA 101 "Life Safety Code". 4. NFPA 13 "Installation of Sprinkler Systems", 2002 Edition. c) All applicable Sections of MGL 148 are not relevant. d) Applicable Sections of 527 CMR "Fire Prevention Regulations" include: 1. 1.00 Administration and Enforcement. 2. 10.00 Fire Prevention, General Regulations. 3. 12:00 National Electrical Code (Amendments). 4. 24:00 Fire Warning Systems Installed in Building Within the Commonwealth of Massachusetts. e) Applicability of local bylaws, if any, does not alter the design in respect to referenced standards. f) Special Codes applicable to this project include: 1. 521 CMR, "Architectural Access Board." g) Federal Law applicability includes the "Occupational Safety and Hazards Administration," and "The Americans with Disabilities Act." SECTION 3 - DESIGN RESPONSIBILITY FOR FIRE PROTECTION SYSTEMS a) The Fire Protection System will be engineered and designed by the Landlord. All systems will be hydraulically calculated by the Landlord's Engineer. SECTION 4 - FIRE PROTECTION SYSTEMS TO BE INSTALLED a) The existing Wet Sprinkler System shall be modified to suit renovations. New sprinkler heads will be installed and connected to existing sprinkler piping. b) The fire alarm system at 530 Turnpike Road, North Andover, MA will be new with the system design and installation performed by the Landlord. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER (c6BER-en ineering con H: 14003`i or c 3 �rj�lcr,�, NIM a',ivc,,!J in 'i=2 c�.�±a.A Salem Five Cents Savings Bank — No. Andover, MA February 20, 2004 Fire Protection Construction Document - Page 3 SECTION 5 - SPECIAL CONSIDERATION AND DESCRIPTION a) Interpretation/clarification between Designer and Code Officials is limited to the following: None. b) No waiver or variance was sought through the Regulatory Appeal Process. (Lb) SEQUENCE OF OPERATION SECTION 1 a) As indicated in Section 4 b), design of the fire alarm system will be performed by the Landlord and, as such, a separate Fire Protection Narrative will be provided by his Engineer. (I.c) TESTING CRITERIA SECTION 1 - TESTING CRITERIA Personnel: a) Personnel in charge of setting up and coordinating all testing: SHALL BE DETERMINED UPON SUCCESSFUL BID AWARD. b) Method or verification of testing shall be performed in accordance with current Contractor's Standards. c) Method of coordination shall be performed in accordance with current contract. SECTION 2 - EQUIPMENT AND TOOLS a) Identification of equipment and procedures to be used to verify system performance will include, but shall not be limited to: 1. Manufacturer's Instructions. 2. Sound Meters. 3. Voltage Meters. 4. Communication Radios. 5. Fire Department Equipment. 6. Notification Announcements. SECTION 3 - APPROVAL REQUIREMENTS 28 Main Street, Building 3A North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BEROBER-engineering con iI ��i1Jz.t�snespor,':canc V,rn�iiei5iire. f'�ptcction.i�l aa�:�.�'7:!:;.1uc A 1 1 ' Salem Five Cents Savings Bank — No. Andover, MA February 20, 2004 Fire Protection Construction Document - Page 4 a) Method of approval required from Code Officials shall be in the form of Final Certificate of Occupancy at project completion. b) Remedial action required shall be performed by the General Contractor. c) Verifying documentation to be submitted to Code Officials at completion shall include all Testing Reports, Final As -built Drawings, Calculations, Flushing Certificate, and all others as per 780 CMR, Chapter 9. d) Documentation as listed in 780 CMR, Chapter 9, no exceptions, including: 1. Fire Department witnesses a satisfactory functional test of all Fire Detection Systems. 2. All Fire Detection Systems shall be tested per 780 CMR. 3. Final Punch List. 4. As -built Drawings submitted by Fire Alarm Contractor. 5. Material, Test, Performance and Completion Certificates, properly executed by the installing Contractor as per NFPA. e) Documentation shall be submitted to Code Officials listing names, addresses and telephone numbers of Building Personnel for emergency notification as required by 780 CMR, Chapter 9, 6th Edition. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 F 508.230.0265 1 BERr?BER-en ineerin = coni iL(4' C nez�I n&i ne;,cNanwtiei s<c'rocSoil-Fetnu<a;ti'.,r2it-Ldu. Permit Number Lighting Compliance Certificate Checked By/Date Massachusetts Commercial Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: H:\04003\Drawings\Elec\Com-Check\04003-Salem5NAndover.cck Section 1: Project Information Project Name: Designer/Contractor: Document Author: Section 2: General Information Building Use Description by: Project Type: Salem Five Cents Savings Bank North Andover Branch Bank Turnpike Road North Andover, MA Winter Street Architects, Inc. 209 Essex Street Suite 300 Salem, MA 01970 Samantha D'Abreu Building Engineering Resources, Inc. Activity Type New Construction Activity Type(s) Common Space Types Corridor/Transition Common Space Types Office - Enclosed Common Space Types Lounge/Recreation Common Space Types Inactive Storage Common Space Types Restroom Common Space Types Conference/Meeting/Multipurpose Common Space Types Active Storage Common Space Types Lobby Retail and Banking Banking Activity Area Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 5877 5792 YES Floor Area 759 789 264 88 106 305 386 166 1033 Exterior Lighting [ ] 2. Type(s) of exterior lighting sources: _Fluorescent _Metal Halide —High -Pr. Sodium Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior features of historic buildings; advertising signage; safety or security lighting; low -voltage landscape lighting. _ _ _ Fire Protection by Computer Design ihtli�'�'•'�ji 4i +Y9 a [ CTEVW A. KARAN i? (IECl-iAMCA! F Pio. 3498,9 Q �f>9 ..SSipidrl ti%,� BUILDING ENGINEERING RESOURCES 28 MAIN STREET BUILDING 3A NORTH EASTON MA 02356 Job Name SALEM 5 CENTS BANK Building Location N. ANDOVER, MA System Contract Data File SALEM5.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES Page 2 SALEM , BANY,- LIGHT HAZARD Date Hydraulic Design Information Sheet Name - SALEM 5 BANK - LIGHT HAZARD Date - 3/2/2004 Location - N. ANDOVER, MA Building - System No. - Contractor - To be awarded Contract No. - Calculated By - Drawing No. - Construction: ( ) Combustible (x) Non -Combustible Ceiling Height - Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date iy Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 0.1 (X) Wet Make D Area Per Sprinkler - 120 ( ) Dry Model E Elevation at Highest Outlet - 15 ( ) Deluge Size S Hose Allowance - Inside - 100 ( ) Preaction K -Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat. G Hose Allowance - Outside - 150 Well Flow - N Proof Flow S Elevation - Note Calculation Flow Required Press Required - At Test Summary C -Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5/13/2003 Cap. - T Time of Test - n/a Rated Cap.- Elev.- E Static Press - 58 @ Press - R Residual Press - 56 Elev. - Well Flow - 1160 Proof Flow S Elevation - -8 U P Location - 630 TURNPIKE STREET P L Source of Information - N. ANDOVER WATER DEPARTMENT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized % Rack M ( ) Single Row ( ) Double Row ( ) Mult. Row S R T A O C R K A G E Flue Spacing Longitudinal ( ) Conven. Pallet ( ) Slave Pallet Horizontal Barriers Provided: ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf ( ) Encap. ( ) Non Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 M w rx C o a Cl) N w a � x z x H C F- W � z H � x z z W Q c7 Cc z H Q a rim �D a rp U - w Fe r! H H H N O a U H a H � H a � U)aaaa VL4 H (N M rL4 14, O O rn r N �r 00 • CO �4 -H •• �+ H m N U U) r--) owa�QQ .14>4 4-)E 41 v v v > M m w oo��s w � CO Cl) H N N M o O H 0 o. �r H ro � 41 ro CC) Q r., E` � o o z a N 3 O a w 0 0 0 0 H O 00 H a aW124 Ln ao 0 Ln ""w O NH o �4 H ai 04 U) (1) 0 ;4 W �4 H M O Nars, m �4Q O C14 r i r-1 LL �4 (0H 0 N UZJ7 0 N ro (D �(D a) a) 0 0 0 0 0 0 Lf) V, M N H O O O O O O O O O O JJ 1 H H H H H H m 00 kO Ln 31 M N ri -ri H N N U U U U a fx W U] U2 p W w Fe r! H H H N O a U H BUILDING ENGINEERING RESOURCES Page 4 SALEM1 5 BANS., - LIGHT HAZARD Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N 0 P 4 R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES Page 5 SALEM 5 BANK - LIGHT HAZARD Date s Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 17 27 29 35 40 45 7.7 21.5 10 17.0 B 21 C 1 1 1 7 10 D 12 C 1 1 1 1 1 1 1 1 1 1 D 5 7 9 11 13 9.5 17 3 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 36 55 45 1 1 1 1 2 H 18 1 1.5 2 2 3 3 3.5 3.5 1 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K R 14 s 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 X 21 0 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 s 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 W 10.3 % 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 35 40 45 B 9 10 12 19 21 C 1 1 1 1 1 D 30 47 33 36 40 E 12 14 18 22 27 F 5 7 9 11 13 G 2 3 4 5 6 H 4.5 5 6.5 8.5 10 I 8.5 10 13 17 20 J 21 25 33 41 50 K 36 55 45 L 8 9 13 16 18 M 10 12 16 19 22 N O P Q 33 R s 27 32 4S 55 65 T 25 30 35 50 60 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 Y Z 12 14 18 22 27 1 1 1 1 1 35 40 45 50 61 17 19 21 24 28 7 8 10 11 13 18 20 23 25 30 23 25 33 36 40 65 78 88 98 120 24 27 30 34 40 76 87 71 81 35 40 98 109 130 91 101 121 4S 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .BUILDING ENGINEERING RESOURCES SALEnb BANK - LIGHT HAZARD Page 6 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 15 5.6 7.43 na 15.27 .1 120 7 2 15 5.6 7.59 na 15.43 .1 120 7 3 15 5.6 7.81 na 15.65 .1 120 7 4 15 5.6 8.18 na 16.01 .1 120 7 5 15 5.6 8.31 na 16.14 .1 120 7 20 15 7.75 na 21 15 7.89 na 22 15 8.26 na 23 15 9.01 na 6 15 5.6 8.16 na 16 .1 130 7 7 15 5.6 7.75 na 15.59 .1 130 7 8 15 5.6 8.19 na 16.02 .1 130 7 9 15 5.6 8.96 na 16.76 .1 130 7 10 15 5.6 8.79 na 16.61 .1 130 7 25 15 8.51 na 26 15 8.57 na 27 15 8.79 na 28 15 9.24 na 29 15 9.72 na 11 15 5.6 8.35 na 16.19 .1 130 7 12 15 5.6 8.67 na 16.49 .1 130 7 13 15 5.6 9 na 16.8 .1 130 7 14 15 5.6 9.35 na 17.13 .1 130 7 32 15 8.97 na 33 15 9.04 na 34 15 9.38 na 35 15 9.84 na 15 15 5.6 7 na 14.82 .1 130 7 16 15 5.6 7.14 na 14.96 .1 130 7 17 15 5.6 7.94 na 15.78 .1 130 7 18 15 5.6 7.95 na 15.79 .1 130 7 37 15 7.9 na 38 15 8.11 na 39 15 8.54 na 40 15 9.73 na 24 15 10.39 na 31 15 10.45 na 30 15 10.46 na 36 15 10.5 na TOR 3 15.78 na BKFL -8 20.9 na TEST -8 21.3 na 150 The maximum velocity is 7.11 and it occurs in the pipe between nodes 29 and 30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,BUILDING ENGINEERING RESOURCES Page 7 6ALEM-,5 BALK - LIGHT HAZARD Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. TIC" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 15.27 1.049 4.000 7.435 K Factor = 5.6 to 120 20 15.27 0.0790 4.000 0.316 Vel = 5.669 15.27 7.751 K Factor = 5.48 2 15.43 1.049 2.000 7.590 K Factor = 5.6 to 120 20 15.43 0.0805 2.000 0.161 Vel = 5.728 15.43 7.751 K Factor = 5.54 3 15.65 1.049 1.000 7.808 K Factor = 5.6 to 120 21 15.65 0.0830 1.000 0.083 Vel = 5.810 15.65 7.891 K Factor = 5.57 4 16.01 1.049 1.000 8.178 K Factor = 5.6 to 120 22 16.01 0.0860 1.000 0.086 Vel = 5.943 16.01 8.264 K Factor = 5.57 5 16.14 1.049 8.000 8.307 K Factor = 5.6 to 120 23 16.14 0.0875 8.000 0.700 Vel '= 5.992 16.14 9.007 K Factor = 5.38 20 30.70 2.157 1T 12.307 4.000 7.751 to 120 12.307 21 30.70 0.0086 16.307 0.140 Vel = 2.695 21 15.64 2.157 1T 12.307 8.000 7.891 to 120 12.307 22 46.34 0.0184 20.307 0.374 Vel = 4.069 22 16.02 2.157 1T 12.307 11.000 8.264 to 120 12.307 23 62.36 0.0319 23.307 0.743 Vel = 5.475 23 16.14 2.157 1T 12.307 16.000 9.007 to 120 12.307 24 78.50 0.0488 28.307 1.381 Vel = 6.892 78.50 10.388 K Factor = 24.36 6 16.00 1.049 4.000 8.163 K Factor = 5.6 to 120 25 16.00 0.0860 4.000 0.344 Vel = 5.940 16.00 8.507 K Factor = 5.49 7 15.59 1.049 2E 2.000 6.000 7.752 K Factor = 5.6 to 120 4.000 26 15.59 0.0821 10.000 0.821 Vel = 5.787 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 J +. � 1 B R BUILDING: ENGINEERING RESOURCES, INC. SALEM FIVE CENTS SAVINGS BANK 530 Turnpike Road North Andover, MA FIRE PROTECTION CONSTRUCTION DOCUMENT In accordance with 780 CMR Section 903.1.1, the following information is presented: (La) BASIS (METHODOLOGY) OF DESIGN SECTION 1 - BUILDING DESCRIPTION a) This is a partial renovation to the First Floor. "USE" Group is `B". b) The Building has one (1) floor and a Mezzanine. The total square footage is approximately 14,800 square feet. c) The Building height is approximately 20545 . d) The Building has a total of one (1) floor and a Mezzanine above grade. e) The Building has no floors below grade. f) The area of renovation at the Ground Floor consists of approximately 3,900 square feet. g) The type of Occupancy within the Building is `B". h) The type of Construction is "2B". i) There will be no hazardous materials used and stored in the area of renovation. j) Areas of renovation will not include high piled storage. k) The site can be accessed by emergency response vehicles directly by approaching the Front Lobby from Turnpike Road. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com Salem Five Cents Savings Bank — No. Andover, MA March 3, 2004 Fire Protection Construction Document - Page 2 SECTION 2 - APPLICABLE LAWS, REGULATIONS AND STANDARDS a) 780 CMR Code Sections "Fire Protection System Requirements," 6th Edition. b) NFPA Standards used for the design of Fire Protection Systems: 1. NFPA 72 National Fire Alarm Code "Fire Alarm Systems". 2. NFPA 101 "Life Safety Code". 3. NFPA 13 "Installation of Sprinkler Systems", 2002 Edition. c) All applicable Sections of MGL 148 are not relevant. d) Applicable Sections of 527 CMR "Fire Prevention Regulations" include: 1. 1.00 Administration and Enforcement. 2. 10.00 Fire Prevention, General Regulations. 3. 12:00 National Electrical Code (Amendments). 4. 24:00 Fire Warning Systems Installed in Building Within the Commonwealth of Massachusetts. e) Applicability of local bylaws, if any, does not alter the design in respect to referenced standards. f) Special Codes applicable to this project include: 1. 521 CMR, "Architectural Access Board." g) Federal Law applicability includes the "Occupational Safety and Hazards Administration," and "The Americans with Disabilities Act." SECTION 3 - DESIGN RESPONSIBILITY FOR FIRE PROTECTION SYSTEMS a) The Fire Protection System will be engineered and designed by the Landlord. All systems will be hydraulically calculated by the Landlord's Engineer. SECTION 4 - FIRE PROTECTION SYSTEMS TO BE INSTALLED a) The existing Wet Sprinkler System shall be modified to suit renovations. New sprinkler heads will be installed and connected to existing sprinkler piping. b) The fire alarm system at 530 Turnpike Road, North Andover, MA will be new with the system design and installation performed by the Landlord. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER t BER -en iueerin con f 1:104003',Cories}xondencc"Narraticcs�l=irc Protec6011" 4arch 03 2004.duc Salem Five Cents Savings Bank — No. Andover, MA March 3, 2004 Fire Protection Construction Document - Page 3 SECTION 5 - SPECIAL CONSIDERATION AND DESCRIPTION a) Interpretation/clarification between Designer and Code Officials is limited to the following: None. b) No waiver or variance was sought through the Regulatory Appeal Process. (Lb) SEQUENCE OF OPERATION SECTION 1 a) As indicated in Section 4 b), design of the fire alarm system will be performed by the Landlord and, as such, a separate Fire Protection Narrative will be provided by his Engineer. (Le) TESTING CRITERIA SECTION 1 - TESTING CRITERIA Personnel: a) Personnel in charge of setting up and coordinating all testing: SHALL BE DETERMINED UPON SUCCESSFUL BID AWARD. b) Method or verification of testing shall be performed in accordance with current Contractor's Standards. c) Method of coordination shall be performed in accordance with current contract. SECTION 2 - EQUIPMENT AND TOOLS a) Identification of equipment and procedures to be used to verify system performance will include, but shall not be limited to: 1. Manufacturer's Instructions. 2. Sound Meters. 3. Voltage Meters. 4. Communication Radios. 5. Fire Department Equipment. 6. Notification Announcements. 28 Main Street, Building 3A North Easton, Massachusetts 02356 T 508.230.0260 F 508.230.0265 1 BERT BE -'R -en gineering.com H:\04iT03iC'urrespouiicni:e;\asrati esiFim Notection`liarch 03 2004Aoc s ]� Salem Five Cents Savings Bank — No. Andover, MA March 3, 2004 Fire Protection Construction Document - Page 4 SECTION 3 - APPROVAL REQUIREMENTS a) Method of approval required from Code Officials shall be in the form of Final Certificate of Occupancy at project completion. b) Remedial action required shall be performed by the General Contractor. c) Verifying documentation to be submitted to Code Officials at completion shall include all Testing Reports, Final As -built Drawings, Calculations, Flushing Certificate, and all others as per 780 CMR, Chapter 9. d) Documentation as listed in 780 CMR, Chapter 9, no exceptions, including: 1. Fire Department witnesses a satisfactory functional test of all Fire Detection Systems. 2. All Fire Detection Systems shall be tested per 780 CMR. 3. Final Punch List. 4. As -built Drawings submitted by Fire Alarm Contractor. 5. Material, Test, Performance and Completion Certificates, properly executed by the installing Contractor as per NFPA. e) Documentation shall be submitted to Code Officials listing names, addresses and telephone numbers of Building Personnel for emergency notification as required by 780 CMR, Chapter 9, 6th Edition. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER euBER-en ineering.com H:.040Ct3'.Cortes{?OndenCe`\arratives'•1'ire t'rotection`,llarch 03 2004A)c t )� � � R ... Fire Protection by Computer Design rso�-S,;TEVEN OfM\ A. oARAN HANICAL �No 34989 �9oFS��,sTEP� NX, [VAL EN BUILDING ENGINEERING RESOURCES 28 MAIN STREET BUILDING 3A NORTH EASTON MA 02356 Job Name SALEM 5 CENTS BANK Building Location N. ANDOVER. MA System Contract Data File SALEM5.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES Page 2 SALEM 5 BANK - LIGHT HAZARD Date s Hydraulic Design Information Sheet Name - SALEM 5 BANK - LIGHT HAZARD Date - 3/2/2004 Location - N. ANDOVER, MA Building - System No. - Contractor - To be awarded Contract No. - Calculated By - Drawing No. - Construction: ( ) Combustible (x) Non -Combustible Ceiling Height - Occupancy - LIGHT HAZARD S Y S T E M D E S I G N (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord . Haz . Gp . ( ) 1 ( ) 2 ( ) 3 ( ) Ex . Haz . ( ) Figure Curve Area of Sprinkler Operation - 1500 Density - 0.1 Area Per Sprinkler - 120 Elevation at Highest Outlet - 15 Hose Allowance - Inside - 100 Rack Sprinkler Allowance - 0 Hose Allowance - Outside - 150 Note Made By Date System Type Sprinkler/Nozzle (X) Wet Make ( ) Dry Model ( ) Deluge Size ( ) Preaction K -Factor 5.6 ( ) Other Temp.Rat. Calculation Flow Required - Press Required - At Test Summary C -Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5/13/2003 Cap. - T Time of Test - n/a Rated Cap.- Elev.- E Static Press - 58 @ Press - R Residual Press - 56 Elev. - Well Flow - 1160 Proof Flow S Elevation - -8 U P P L Y C 0 M M S R T A 0 C R K A G E Location - 630 TURNPIKE STREET Source of Information - N. ANDOVER WATER DEPARTMENT Commodity Class Location Storage Ht. Area Aisle W. Storage Method: Solid Piled o Palletized ( ) Single Row ( ) Conven. Pallet ( ) Double Row ( ) Slave Pallet ( ) Mult. Row Flue Spacing Longitudinal Horizontal Barriers Provided: Rack ( ) Auto. Storage ( ) Encap. ( ) Solid Shelf ( ) Non ( ) Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I W, N N 0) 1J ro ro a Q CO W U 0 W a' C7 z H W W z H 0 z W Q N x E-4 x C7 H a 0 c'1 0 ro 19 U H H � H a m �aaaa HQ4Nr- aO�oU) V N••H �0 Hv .. l -M O .-. M O 01 I- N 4jj d' .. OD :1 H 0\ N U) N 3 0 44 C1 o v o >ro wW�xx�m Q Q Q Q1-0 o 0 0 H ro 4' ro w Q H E< a4 o z N H v 3 O a w O 0 0 ri H O O H a OD aol 4w0 Ljr, N O Ln •• ko N H 0 0 w �4 w H ::I U1 ?r 04 u1 v 0 Hu rl : NaG o Q W � q4 a -, H H 4J •H d d N ro u •H •H 3 ro m m 0 0 0 0 0 0 >, cin a s Ln M N ri 0 0 0 0 0 0 0 0 0 0 i i H H H r -I ri ri a> co L w ul d' M N H •H HNN U U U U a a w cn p w 0 c'1 0 ro 19 U H BUILDING ENGINEERING RESOURCES Page 4 SALEM 5 BANK - LIGHT HAZARD Date Fitting Legend Abbrev. A B C D E F G H I J K L M N 0 P Q R S T U V W X Y Z Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 901 Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES Page 5 SALEM 5 BANK - LIGHT HAZARD Date -Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 17 27 29 1 35 B 7.7 21.5 12 17.0 B C 1 1 1 1 1 7 10 47 12 C 1 1 1 1 1 1 1 1 1 1 D 11 13 G 2 3 4 9.5 17 H 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 8 9 13 16 18 1 1 1 1 2 H N 1 1.5 2 2 3 3 3.5 3.5 I P 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 45 55 65 T 25 30 35 14 60 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 14 18 O 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 1 35 B 9 10 12 19 21 C 1 1 1 1 1 D 13 47 20 23 25 E 12 14 18 22 27 F 5 7 9 11 13 G 2 3 4 5 6 H 4.5 5 6.5 8.5 10 1 8.5 10 13 17 20 J 21 25 33 41 50 K 36 55 45 L 8 9 13 16 18 M 10 12 16 19 22 N O P Q 33 R S 27 32 45 55 65 T 25 30 35 50 60 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 Y Z 12 14 18 22 27 1 1 1 1 1 35 40 45 50 61 17 19 21 24 28 7 8 10 11 13 18 20 23 25 30 23 25 33 36 40 65 78 88 98 120 24 27 30 34 40 76 87 71 81 35 40 98 109 130 91 101 121 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES Page 6 SALEM 5 BANK - LIGHT HAZARD Date The maximum velocity is 7.11 and it occurs in the pipe between nodes 29 and 30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Node Elevation K- Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 15 5.6 7.43 na 15.27 .1 120 7 2 15 5.6 7.59 na 15.43 .1 120 7 3 15 5.6 7.81 na 15.65 .1 120 7 4 15 5.6 8.18 na 16.01 .1 120 7 5 15 5.6 8.31 na 16.14 .1 120 7 20 15 7.75 na 21 15 7.89 na 22 15 8.26 na 23 15 9.01 na 6 15 5.6 8.16 na 16 .1 130 7 7 15 5.6 7.75 na 15.59 .1 130 7 8 15 5.6 8.19 na 16.02 .1 130 7 9 15 5.6 8.96 na 16.76 .1 130 7 10 15 5.6 8.79 na 16.61 .1 130 7 25 15 8.51 na 26 15 8.57 na 27 15 8.79 na 28 15 9.24 na 29 15 9.72 na 11 15 5.6 8.35 na 16.19 .1 130 7 12 15 5.6 8.67 na 16.49 .1 130 7 13 15 5.6 9 na 16.8 .1 130 7 14 15 5.6 9.35 na 17.13 .1 130 7 32 15 8.97 na 33 15 9.04 na 34 15 9.38 na 35 15 9.84 na 15 15 5.6 7 na 14.82 .1 130 7 16 15 5.6 7.14 na 14.96 .1 130 7 17 15 5.6 7.94 na 15.78 .1 130 7 18 15 5.6 7.95 na 15.79 .1 130 7 37 15 7.9 na 38 15 8.11 na 39 15 8.54 na 40 15 9.73 na 24 15 10.39 na 31 15 10.45 na 30 15 10.46 na 36 15 10.5 na TOR 3 15.78 na BKFL -8 20.9 na TEST -8 21.3 na 150 The maximum velocity is 7.11 and it occurs in the pipe between nodes 29 and 30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES Page 7 SALEM 5 BANK - LIGHT HAZARD Date Hyd. 1 Qa Dia. Fitting Pipe Pt Pt Ref. 11C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 15.27 1.049 4.000 7.435 K Factor = 5.6 to 120 20 15.27 0.0790 4.000 0.316 Vel = 5.669 15.27 7.751 K Factor = 5.48 2 15.43 1.049 2.000 7.590 K Factor = 5.6 to 120 20 15.43 0.0805 2.000 0.161 Vel = 5.728 15.43 7.751 K Factor = 5.54 3 15.65 1.049 1.000 7.808 K Factor = 5.6 to 120 21 15.65 0.0830 1.000 0.083 Vel = 5.810 15.65 7.891 K Factor = 5.57 4 16.01 1.049 1.000 8.178 K Factor = 5.6 to 120 22 16.01 0.0860 1.000 0.086 Vel = 5.943 16.01 8.264 K Factor = 5.57 5 16.14 1.049 8.000 8.307 K Factor = 5.6 to 120 23 16.14 0.0875 8.000 0.700 Vel = 5.992 16.14 9.007 K Factor = 5.38 20 30.70 2.157 1T 12.307 4.000 7.751 to 120 12.307 21 30.70 0.0086 16.307 0.140 Vel = 2.695 21 15.64 2.157 1T 12.307 8.000 7.891 to 120 12.307 22 46.34 0.0184 20.307 0.374 Vel = 4.069 22 16.02 2.157 1T 12.307 11.000 8.264 to 120 12.307 23 62.36 0.0319 23.307 0.743 Vel = 5.475 23 16.14 2.157 1T 12.307 16.000 9.007 to 120 12.307 24 78.50 0.0488 28.307 1.381 Vel = 6.892 78.50 10.388 K Factor = 24.36 6 16.00 1. 049 4.000 8.163 _ K Factor - 5.6 to 120 25 16.00 0.0860 4.000 0.344 Vel = 5.940 16.00 8.507 K Factor = 5.49 7 15.59 1.049 2E 2.000 6.000 7.752 K Factor = 5.6 to 120 4.000 26 15.59 0.0821 10.000 0.821 Vel = 5.787 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES 9.037 K Factor = 5.49 Page 8 SALEM 5 BANK - LIGHT HAZARD K Factor = 5.6 to Date •Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 15.59 8.573 K Factor = 5.32 8 16.02 1.049 7.000 8.188 K Factor = 5.6 to 120 27 16.02 0.0863 7.000 0.604 Vel = 5.947 16.02 8.792 K Factor = 5.40 9 16.76 1.049 3.000 8.962 K Factor = 5.6 to 120 28 16.76 0.0940 3.000 0.282 Vel = 6.222 16.76 9.244 K Factor = 5.51 10 16.61 1.049 10.000 8.794 K Factor = 5.6 to 120 29 16.61 0.0923 10.000 0.923 Vel = 6.166 16.61 9.717 K Factor = 5.33 25 16.00 2.157 1T 12.307 13.000 8.507 to 120 12.307 26 16.00 0.0026 25.307 0.065 Vel = 1.405 26 15.59 2.157 1T 12.307 12.000. 8.573 to 120 12.307 27 31.59 0.0091 24.307 0.220 Vel = 2.774 27 16.03 2.157 1T 12.307 11.000 8.793 to 120 12.307 28 47.62 0.0194 23.307 0.451 Vel = 4.181 28 16.76 2.157 14.000 9.244 to 120 29 64.38 0.0338 14.000 0.473 Vel = 5.652 29 16.61 2.157 1T 12.307 2.000 9.717 to 120 12.307 30 80.99 0.0517 14.307 0.740 Vel = 7.111 80.99 10.457 K Factor = 25.05 11 16.19 1.049 7.000 8.355 K Factor = 5.6 to 120 32 16.19 0.0880 7.000 0.616 Vel = 6.010 16.19 8.971 K Factor = 5.41 12 16.49 1.049 4.000 8.673 K Factor = 5.6 to 120 33 16.49 0.0910 4.000 0.364 Vel = 6.122 16.49 9.037 K Factor = 5.49 13 16.80 1.049 4.000 9.001 K Factor = 5.6 to 120 34 16.80 0.0943 4.000 0.377 Vel = 6.237 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES Page 9 SALE11.5 BANK - LIGHT HAZARD Date 10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 16.80 9.378 K Factor = 5.49 14 17.13 1.049 5.000 9.353 K Factor = 5.6 to 120 35 17.13 0.0978 5.000 0.489 Vel = 6.359 17.13 9.842 K Factor = 5.46 32 16.19 2.157 1T 12.307 13.000 8.971 to 120 12.307 33 16.19 0.0026 25.307 0.067 Vel = 1.421 33 16.49 2.157 1T 12.307 23.000 9.037 to 120 12.307 34 32.68 0.0096 35.307 0.340 Vel = 2.869 34 16.80 2.157 1T 12.307 10.000 9.378 to 120 12.307 35 49.48 0.0208 22.307 0.463 Vel = 4.344 35 17.13 2.157 1T 12.307 6.000 9.841 to 120 12.307 36 66.61 0.0360 18.307 0.659 Vel = 5.848 66.61 10.500 K Factor = 20.56 15 14.82 1.049 2E 2.000 8.000 7.000 K Factor = 5.6 to 120 4.000 37 14.82 0.0748 12.000 0.897 Vel = 5.502 14.82 7.897 K Factor = 5.27 16 14.96 1.049 2E 2.000 6.000 7.136 K Factor = 5.6 to 120 4.000 37 14.96 0.0761 10.000 0.761 Vel = 5.554 14.96 7.897 K Factor = 5.32 17 15.78 1.049 2.000 7.942 K Factor = 5.6 to 120 38 15.78 0.0840 2.000 0.168 Vel = 5.858 15.78 8.110 K Factor = 5.54 18 15.79 1.049 lE 2.000 5.000 7.955 K Factor = 5.6 to 120 2.000 39 15.79 0.0840 7.000 0.588 Vel = 5.862 15.79 8.543 K Factor = 5.40 37 29.78 2.157 1T 12.307 14.000 7.896 to 120 12.307 38 29.78 0.0081 26.307 0.214 Vel = 2.615 38 15.78 2.157 1T 12.307 12.000 8.110 to 120 12.307 39 45.56 0.0178 24.307 0.433 Vel = 4.000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILD':NG ENGINEERING RESOURCES Page 10 aALEM�5 BANk - LIGHT HAZARD Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 39 15.79 2.157 1T 12.307 26.000 8.543 to 120 12.307 40 61.35 0.0309 38.307 1.185 Vel = 5.386 40 2.157 1T 12.307 3.000 9.728 to 120 2E 6.153 24.614 5.197 TOR 61.35 0.0309 27.614 0.854 Vel = 5.386 61.35 15.779 I I K Factor = 15.44 24 78.50 4.26 1T 26.334 6.000 10.388 to 120 26.334 31 78.50 0.0018 32.334 0.057 Vel = 1.767 31 6.357 1T 37.720 5.000 10.446 to 120 37.720 30 78.50 0.0003 42.720 0.011 Vel = 0.794 30 80.99 6.357 1T 37.720 9.000 10.456 to 120 37.720 36 159.49 0.0009 46.720 0.044 Vel = 1.612 36 66.60 6.357 1T 37.720 8.000 10.500 to 120 37.720 5.197 TOR 226.09 0.0018 45.720 0.082 Vel = 2.285 TOR 61.35 6.357 lA 33.948 10.000 15.779 to 120 1B 12.573 116.932 4.764 BKFL 287.44 0.0028 1Z 17.603 126.932 0.354 Vel = 2.906 2G 3.772 1K 45.264 BKFL 6.16 lE 20.084 100.000 20.897 to 140 1T 43.037 63.121 TEST 287.44 0.0024 163.121 0.398 Vel = 3.094 150.00 Qa = 150.00 437.44 21.295 K Factor = 94.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5 t � `'J 3 7 1 B E R BUILDING ENGINEERING R F s o U R C E S, INC. SALEM FIVE CENTS SAVINGS BANK 530 Turnpike Road North Andover, MA FIRE PROTECTION CONSTRUCTION DOCUMENT In accordance with 780 CMR Section 903.1.1, the following information is presented: (La) BASIS (METHODOLOGY) OF DESIGN SECTION 1 - BUILDING DESCRIPTION a) This is a partial renovation to the First Floor. "USE" Group is `B". b) The Building has one (1) floor and a Mezzanine. The total square footage is approximately 14,800 square feet. c) The Building height is approximately 20'-0". d) The Building has a total of one (1) floor and a Mezzanine above grade. e) The Building has no floors below grade. 0 The area of renovation at the Ground Floor consists of approximately 3,900 square feet. g) The type of Occupancy within the Building is `B". h) The type of Construction is "2B". i) There will be no hazardous materials used and stored in the area of renovation. j) Areas of renovation will not include high piled storage. k) The site can be accessed by emergency response vehicles directly by approaching the Front Lobby from Turnpike Road. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineering.com Salem Five Cents Savings Bank — No. Andover, MA February 20, 2004 Fire Protection Construction Document - Page 2 SECTION 2 - APPLICABLE LAWS, REGULATIONS AND STANDARDS a) 780 CMR Code Sections "Fire Protection System Requirements," 6th Edition. b) NFPA Standards used for the design of Fire Protection Systems: 1. NFPA 14 "Standpipe Systems", 2003 Edition. 2. NFPA 72 National Fire Alarm Code "Fire Alarm Systems". 3. NFPA 101 "Life Safety Code". 4. NFPA 13 "Installation of Sprinkler Systems", 2002 Edition. c) All applicable Sections of MGL 148 are not relevant. d) Applicable Sections of 527 CMR "Fire Prevention Regulations" include: 1. 1.00 Administration and Enforcement. 2. 10.00 Fire Prevention, General Regulations. 3. 12:00 National Electrical Code (Amendments). 4. 24:00 Fire Warning Systems Installed in Building Within the Commonwealth of Massachusetts. e) Applicability of local bylaws, if any, does not alter the design in respect to referenced standards. f) Special Codes applicable to this project include: 1. 521 CMR, "Architectural Access Board." g) Federal Law applicability includes the "Occupational Safety and Hazards Administration," and "The Americans with Disabilities Act." SECTION 3 - DESIGN RESPONSIBILITY FOR FIRE PROTECTION SYSTEMS a) The Fire Protection System will be engineered and designed by the Landlord. All systems will be hydraulically calculated by the Landlord's Engineer. SECTION 4 - FIRE PROTECTION SYSTEMS TO BE INSTALLED a) The existing Wet Sprinkler System shall be modified to suit renovations. New sprinkler heads will be installed and connected to existing sprinkler piping. b) The fire alarm system at 530 Turnpike Road, North Andover, MA will be new with the system design and installation performed by the Landlord. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 F 508.230.0265 BER@BER-engineerinp.com 11: 04'1110:; Codeny c Nan aIives I :re PIotc AioII Feb I u2j, 'U 2i;o i.d Salem Five Cents Savings Bank — No. Andover, MA February 20, 2004 Fire Protection Construction Document - Page 3 SECTION 5 - SPECIAL CONSIDERATION AND DESCRIPTION a) Interpretation/clarification between Designer and Code Officials is limited to the following: None. b) No waiver or variance was sought through the Regulatory Appeal Process. (Lb) SEQUENCE OF OPERATION SECTION 1 a) As indicated in Section 4 b), design of the fire alarm system will be performed by the Landlord and, as such, a separate Fire Protection Narrative will be provided by his Engineer. (Le) TESTING CRITERIA SECTION 1 - TESTING CRITERIA Personnel: a) Personnel in charge of setting up and coordinating all testing: SHALL BE DETERMINED UPON SUCCESSFUL BID AWARD. b) Method or verification of testing shall be performed in accordance with current Contractor's Standards. c) Method of coordination shall be performed in accordance with current contract. SECTION 2 - EQUIPMENT AND TOOLS a) Identification of equipment and procedures to be used to verify system performance will include, but shall not be limited to: 1. Manufacturer's Instructions. 2. Sound Meters. 3. Voltage Meters. 4. Communication Radios. 5. Fire Department Equipment. 6. Notification Announcements. SECTION 3 - APPROVAL REQUIREMENTS 28 Main Street, Building 3A North Easton, Massachusetts 02356 T 508.230.0260 1 F 508.230.0265 1 BER(&BER-engineeringcom i. O,AO`Co espoudciicc Nanat;e,:� Firt: Plo u, ioil i L-Nuai 1 'it 2004 due Salem Five Cents Savings Bank — No. Andover, MA ` February 20, 2004 Fire Protection Construction Document - Page 4 a) Method of approval required from Code Officials shall be in the form of Final Certificate of Occupancy at project completion. b) Remedial action required shall be performed by the General Contractor. c) Verifying documentation to be submitted to Code Officials at completion shall include all Testing Reports, Final As -built Drawings, Calculations, Flushing Certificate, and all others as per 780 CMR, Chapter 9. d) Documentation as listed in 780 CMR, Chapter 9, no exceptions, including: 1. Fire Department witnesses a satisfactory functional test of all Fire Detection Systems. 2. All Fire Detection Systems shall be tested per 780 CMR. 3. Final Punch List. 4. As -built Drawings submitted by Fire Alarm Contractor. 5. Material, Test, Performance and Completion Certificates, properly executed by the installing Contractor as per NFPA. e) Documentation shall be submitted to Code Officials listing names, addresses and telephone numbers of Building Personnel for emergency notification as required by 780 CMR, Chapter 9, 6th Edition. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER @BER -engineering corn 11 r4<1cSerjNit naIive_"Fire Pwt cclioil i eNwiv :02ii(A m: r B R BUILDING ENGINEERING RESOURCES, INC. SALEM FIVE CENTS SAVINGS BANK 530 Turnpike Road North Andover, MA FIRE PROTECTION CONSTRUCTION DOCUMENT In accordance with 780 CMR Section 903.1.1, the following information is presented: (La) BASIS (METHODOLOGY) OF DESIGN SECTION 1 - BUILDING DESCRIPTION a) This is a partial renovation to the First Floor. "USE" Group is `B". b) The Building has one (1) floor and a Mezzanine. The total square footage is approximately 14,800 square feet. c) The Building height is approximately 20'-0". d) The Building has a total of one (1) floor and a Mezzanine above grade. e) The Building has no floors below grade. f) The area of renovation at the Ground Floor consists of approximately 3,900 square feet. g) The type of Occupancy within the Building is `B". h) The type of Construction is "2B". i) There will be no hazardous materials used and stored in the area of renovation. J) Areas of renovation will not include high piled storage. k) The site can be accessed by emergency response vehicles directly by approaching the Front Lobby from Turnpike Road. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 BER@BER-engineering.com Salem Five Cents Savings Bank — No. Andover, MA February 20, 2004 Fire Protection Construction Document - Page 2 SECTION 2 - APPLICABLE LAWS, REGULATIONS AND STANDARDS a) 780 CMR Code Sections "Fire Protection System Requirements," 6th Edition. b) NFPA Standards used for the design of Fire Protection Systems: 1. NFPA 14 "Standpipe Systems", 2003 Edition. 2. NFPA 72 National Fire Alarm Code "Fire Alarm Systems". 3. NFPA 101 "Life Safety Code". 4. NFPA 13 "Installation of Sprinkler Systems", 2002 Edition. c) All applicable Sections of MGL 148 are not relevant. d) Applicable Sections of 527 CMR "Fire Prevention Regulations" include: 1. 1.00 Administration and Enforcement. 2. 10.00 Fire Prevention, General Regulations. 3. 12:00 National Electrical Code (Amendments). 4. 24:00 Fire Warning Systems Installed in Building Within the Commonwealth of Massachusetts. e) Applicability of local bylaws, if any, does not alter the design in respect to referenced standards. f) Special Codes applicable to this project include: 1. 521 CMR, "Architectural Access Board." g) Federal Law applicability includes the "Occupational Safety and Hazards Administration," and "The Americans with Disabilities Act." SECTION 3 - DESIGN RESPONSIBILITY FOR FIRE PROTECTION SYSTEMS a) The Fire Protection System will be engineered and designed by the Landlord. All systems will be hydraulically calculated by the Landlord's Engineer. SECTION 4 - FIRE PROTECTION SYSTEMS TO BE INSTALLED a) The existing Wet Sprinkler System shall be modified to suit renovations. New sprinkler heads will be installed and connected to existing sprinkler piping. b) The fire alarm system at 530 Turnpike Road, North Andover, MA will be new with the system design and installation performed by the Landlord. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER(cu,BER-engineering.com 11 ;1?'.( \anativi> Eine P101c;tion ! QNuji. '0 200 Dior Salem Five Cents Savings Bank — No. Andover, MA February 20, 2004 Fire Protection Construction Document - Page 3 SECTION 5 - SPECIAL CONSIDERATION AND DESCRIPTION a) Interpretation/clarification between Designer and Code Officials is limited to the following: None. b) No waiver or variance was sought through the Regulatory Appeal Process. (1.b) SEQUENCE OF OPERATION SECTION 1 a) As indicated in Section 4 b), design of the fire alarm system will be performed by the Landlord and, as such, a separate Fire Protection Narrative will be provided by his Engineer. (1.c) TESTING CRITERIA SECTION 1 - TESTING CRITERIA Personnel: a) Personnel in charge of setting up and coordinating all testing: SHALL BE DETERMINED UPON SUCCESSFUL BID AWARD. b) Method or verification of testing shall be performed in accordance with current Contractor's Standards. c) Method of coordination shall be performed in accordance with current contract. SECTION 2 - EQUIPMENT AND TOOLS a) Identification of equipment and procedures to be used to verify system performance will include, but shall not be limited to: 1. Manufacturer's Instructions. 2. Sound Meters. 3. Voltage Meters. 4. Communication Radios. 5. Fire Department Equipment. 6. Notification Announcements. SECTION 3 - APPROVAL REQUIREMENTS 28 Main Street, Building 3A North Easton, Massachusetts 02356 T 508.230.0260 1 F 508.230.0265 1 BERc%BER-entineerin .corn l?ruare'02 0 d< ) Salem Five Cents Savings Bank — No. Andover, MA February 20, 2004 Fire Protection Construction Document - Page 4 a) Method of approval required from Code Officials shall be in the form of Final Certificate of Occupancy at project completion. b) Remedial action required shall be performed by the General Contractor. c) Verifying documentation to be submitted to Code Officials at completion shall include all Testing Reports, Final As -built Drawings, Calculations, Flushing Certificate, and all others as per 780 CMR, Chapter 9. d) Documentation as listed in 780 CMR, Chapter 9, no exceptions, including: 1. Fire Department witnesses a satisfactory functional test of all Fire Detection Systems. 2. All Fire Detection Systems shall be tested per 780 CMR. 3. Final Punch List. 4. As -built Drawings submitted by Fire Alarm Contractor. 5. Material, Test, Performance and Completion Certificates, properly executed by the installing Contractor as per NFPA. e) Documentation shall be submitted to Code Officials listing names, addresses and telephone numbers of Building Personnel for emergency notification as required by 780 CMR, Chapter 9, 6th Edition. 28 Main Street, Building 3A I North Easton, Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BERCwBER-engineering com Controls, Switching, and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Minimum of two switches, dimmer, or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting, 24 hour lighting; The area is a corridor, storage, restroom, retail sales area or lobby. [ ] 5. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 6. Tandem wired one -lamp and three -lamp ballasted luminaires. Exceptions: Electronic high -frequency ballasted luminaires not on same switch Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. 11('A F-2 a,, PLAr/� Principal Lighting Designer -Name - '/t/cv�JW ignature `Z_I 4 -G¢ Date J Permit Number Lighting Compliance Certificate Checked By/Date Massachusetts Commercial Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: H:\04003\Drawings\Elec\Com-Check\04003-Salem5NAndover.cck Section 1: Project Information Project Name: Des igner/Contractor: Document Author: Section 2: General Information Building Use Description by: Project Type: Salem Five Cents Savings Bank North Andover Branch Bank Turnpike Road North Andover, MA Winter Street Architects, Inc. 209 Essex Street Suite 300 Salem, MA 01970 Samantha D'Abreu Building Engineering Resources, Inc. Activity Type New Construction Activity Type(s) Common Space Types Corridor/Transition Common Space Types Office - Enclosed Common Space Types Lounge/Recreation Common Space Types Inactive Storage Common Space Types Restroom Common Space Types Conference/Meeting/Multipurpose Common Space Types Active Storage Common Space Types Lobby Retail and Banking Banking Activity Area Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 5877 5792 YES Floor Area 759 789 264 88 106 305 386 166 1033 Exterior Lighting [ ] 2. Type(s) of exterior lighting sources: _Fluorescent _Metal Halide —High -Pr. Sodium Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior features of historic buildings; advertising signage; safety or security lighting; low -voltage landscape lighting. m Controls, Switching, and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Minimum of two switches, dimmer, or occupancy sensor in each space. Exceptions.- Only xceptions:Only one luminaire in space; Security lighting, 24 hour lighting; The area is a corridor, storage, restroom, retail sales area or lobby. [ ] 5. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 6. Tandem wired one -lamp and three -lamp ballasted luminaires. Exceptions: Electronic high -frequency ballasted luminaires not on same switch Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. Principal Lighting Designer -Name S' ature Date u 1 Lighting Application Worksheet Massachusetts Commercial Code COMcheck-EZ Software Version 2.5 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ft2) (B x C) Common Space Types Corridor/Transition 759 0.7 531 Common Space Types Office - Enclosed 789 1.5 1184 Common Space Types Lounge/Recreation 264 1.4 370 Common Space Types Inactive Storage 88 0.3 26 Common Space Types Restroom 106 1 106 Common Space Types Conference/Meeting/Multipu 305 1.5 458 Common Space Types Active Storage 386 1.1 425 Common Space Types Lobby 166 1.8 299 Retail and Banking Banking Activity Area 1033 2.4 2479 Total Allowed Watts = 5877 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description / Lamps/ # of Fixture ID Lamp Description / Wattage Per Lamp / Ballast Fixture Fixtures Watt. D x E A Recessed Downlight / Triple 4 -pin 42W / Electronic 1 26 42 1092 B 4'-0" Staggered Strip / 48" T8 32W / Electronic 1 8 32 256 C 2'x2' Parabolic / 24" T8U 32W / Electronic 2 32 64 2048 D 2'x4' Parabolic / 48" T8 32W / Electronic 3 13 96 1248 E 4'-0" Pendant / 48" T8 32W / Electronic 2 7 64 448 F/F2 Decorative Pendant / Incandescent 50W 1 14 50 700 Total Actual Watts = 5792 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Lighting PASSES: Design I% better than code Total Allowed Watts = 5877 Total Actual Watts = 5792 Project Compliance = 85 r. + Permit Number Lighting Compliance Certificate Checked By/Date Massachusetts Commercial Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: H:\04003\Drawings\Elec\Com-Check\04003-Salem5NAndover.cck Section 1: Project Information Project Name: Designer/Contractor: Document Author: Section 2: General Information Building Use Description by: Project Type: Salem Five Cents Savings Bank North Andover Branch Bank Turnpike Road North Andover, MA Winter Street Architects, Inc. 209 Essex Street Suite 300 Salem, MA 01970 Samantha D'Abreu Building Engineering Resources, Inc. Activity Type New Construction Activity Type(s) Common Space Types Corridor/Transition Common Space Types Office - Enclosed Common Space Types Lounge/Recreation Common Space Types Inactive Storage Common Space Types Restroom Common Space Types Conference/Meeting/Multipuipose Common Space Types Active Storage Common Space Types Lobby Retail and Banking Banking Activity Area Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 5877 5792 YES Exterior Lighting [ ] 2. Type(s) of exterior lighting sources: Fluorescent _Metal Halide —High -Pr. Sodium Floor Area 759 789 264 88 106 305 386 166 1033 Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior features of historic buildings; advertising signage; safety or security lighting; low -voltage landscape lighting. Lighting Application Worksheet Massachusetts Commercial Code COMcheck-EZ Software Version 2.5 Release 1 Section 1: Allowed Lighting Power Calculation A B C D 531 Total 789 Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ft2) (B x C) Common Space Types Corridor/Transition 759 0.7 531 Common Space Types Office - Enclosed 789 1.5 1184 Common Space Types Lounge/Recreation 264 1.4 370 Common Space Types Inactive Storage 88 0.3 26 Common Space Types Restroom 106 1 106 Common Space Types Conference/Meeting/Multipu 305 1.5 458 Common Space Types Active Storage 386 1.1 425 Common Space Types Lobby 166 1.8 299 Retail and Banking Banking Activity Area 1033 2.4 2479 Total Allowed Watts = 5877 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description / Lamps/ # of Fixture ID Lamp Description / Wattage Per Lamp / Ballast Fixture Fixtures Watt. D x E A Recessed Downlight / Triple 4 -pin 42W / Electronic 1 26 42 1092 B 4'-0" Staggered Strip / 48" T8 32W / Electronic 1 8 32 256 C 2'x2' Parabolic / 24" T8U 32W / Electronic 2 32 64 2048 D 2'x4' Parabolic / 48" T8 32W / Electronic 3 13 96 1248 E 4'-0" Pendant / 48" T8 32W / Electronic 2 7 64 448 F/F2 Decorative Pendant / Incandescent 50W 1 14 50 700 Total Actual Watts = 5792 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 5877 Total Actual Watts = 5792 Project Compliance = 85 Lighting PASSES: Design 1% better than code Controls, Switching, and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Minimum of two switches, dimmer, or occupancy sensor in each space. Exceptions.- Only xceptions:Only one luminaire in space; Security lighting, 24 hour lighting; The area is a corridor, storage, restroom, retail sales area or lobby. [ ] 5. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 6. Tandem wired one -lamp and three -lamp ballasted luminaires. Exceptions: Electronic high -frequency ballasted luminaires not on same switch Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. z-f9—e4 Principal Lighting Designer -Name ignature Date 0 E � � u G2 � v (n ® ►� � • 00 w O C2 v ' U G FL a o U � O A! C (L a 0 W w p Lii au, cn w O O p CG C W W � �' z (n Q .i G C Q ca `4 C H C r : cs 6.3 Cc ccYCL =o •- c O L Lcag ts CL dk- ca y �► :_ _ u = E yOf�: ® 3 .• h _ _ .� _'•` c Z 6A = C • R O EcaCD X. CLS CD C CD 4 � rya t L mIs co Qz.` � S E� o c C31 +�M. = ® N a 1016-- crO C � = O.0 mom.. u O � � Cui rte... r- F� .y a � ra AD is ev C Z 0,0 OU as cm C•i m O CO2 g ®' O'O_. i R ` h�O CLCc :mo a v a Z� ®z � O cf) •� M" J � � C/ ) � O , W rNNW* lcb to 4/!- - a� pm CA O h O 'E m cc CD 0 CD� I.— CD O� 3 •v a� Ocm O c—ov o a CL C CC o � c ev S O dor c Z O � C CD CL ■ C CL CA LU 0 LUN U) C9 W LLI W N