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Home My WebLink AboutMiscellaneous - Exception (244)� _ M 0 moo ZOO JOY � � r t - Y V y e m � S G� 4 OKA _ AM X r ` r f - S im MoM x 10 l - x 7 _ 4 wWQ _ is oo IT a � � 4: a-' too y� y } Y r ! �+1t't'�y' �. 11 ,�"lkG V b+1 i ..ll `h 1 } J 1 Y Y aw , rl tl�� N ,_ . :. Y �yA+ ..ll `h 1 } J 1 aw , rl tl�� yA+ pE ` l 1I. S ! il �• G S} v Y # ._ir �l Y y' ,., ft' Y `s 5 - „� T y C k L.a4yP' - �: r - ! 4 ,+. .. '. I .. .. �t - �� v r Lb Anshb M. .:. IT ' �, ;. s F -� i x <'• w� ��` 'xr '^� - " f 4 y"G a t -a .} .. `. ay i + f _ $ r s -.,_ A 'Y _ A # 4i'—"i, f a T - 2, Y . >s, -, ,� . - x F 11 i, e . k 2 tx �7 l , r t y+"; - - x 4 dam':.. , _ } ts If "� - - - �" - } �L .S �'i 1 f -� ' _ :. .. �� _ .. C11- y K t�Y �Y ,. a y 4 y 5 + 1 6: - J 4 � _ rj A" J. •',} g1. Y 2 . _ , I , _ � -1 � Y , �� :,'�":P___-,�,___ �,_` 'I'll"", _�� li�illit�it� - y. x.'�4 - P"-_. ] 2 '. T`ty G_. .: :.i ' j i;.Pzl � r ' 2 } :, r J t _ *$ i i ,. -- _ _ _ � �_ 1 b S N R` NJ � Q Q i� .7 I MAP ND Me,55 : Town of s --��4:�"�° NORTH ANDOVER PARCEL �w 13t- CDC BUILDING PERMIT INSPECTION REPORT PERMIT NO.: UNIT NO.: PROJECT: -rtt-- u P INSPECTION DATE: FLOOR --M-I- �' WING: BUILDING NO.: REMARKS: 41 ©• o NJ��K1 Les �2�- InQ_t ,v�F �Cr� 21� `T c� s ►y a rv`� 43 4-x.04 5th D ►.� i m rv k r, e,:) Www-Giqyzi- -5&2f. �'l. b 1•� � 6 0..m_ �2� � 1 I�J[i � 1M, �yGQA ��'o flJ�s � y �GLVI'� C_c-b 2 C�7�. /�. t �/ 3 ; � v t t�M-r� C.E. � ('l,� `CZ, C,ldc�' �� 1� F %��%fw.4�TL ✓rP� (/� t��g �C vw� � lZc� hn tar , Pao ®, 4 Vw� vrtc Ax i N a'" ! �lel!l, -7/;.7/or O�w. (Z— ��'e-M PW rtp��erZ 2 "t � �� d t � r-�-c�� --• ry o �,�c�2-2�.., C�-•,,,-:, `C� m-rL /moo f3 �cE pyo 5 � f -e. S ZL1=r MAP ND P 2 Z"�S . ; Town of � Cuk' z,, � ......' NORTH ANDOVER PARCEL 0wwc'm 13 e L -C>t� BUILDING PERMIT INSPECTION REPORT PERMIT NO.: UNIT NO.: PROJECT: �� vn� �cl.�ot.�' i►yrn INSPECTION DATE: FLOOR: WlI (G: BUILDING No.: REMARKS: �`' �►.s��'7u o z e-� o (�A. .s+o-mak Y •.. �. G � ?gyp � �.c3 �% i7`f7C-a ��LG�Z `I -u r'c.�.� ii -G •t"-c� s Y�c�' �i�-�r - �l�-d4-�c� � rta� COL.>, 02 - Dl -o I w , Ft �Tvk� - O (32.0 3 cmvh.t- S p.Z ,t.z --OI w ?' +r o - N Pim -b O.Z - -c71 �,, swZ !l �Cx-�t 1'�l. r'bQc-• . �e( �L ��..�c• %, d -M -t -� 0 N M1990/u F2� -ry d-kx�,� `t-- w so s ��-�-o� l..�r�-c�l�� `�y — ►.ted G'2r��aLt�+-�-g • -- S- 2L--Crl DISNOANDOVER DISNAND/LOW ACTION KING ENTERPRISES DISPOSAL DECEMBER 2001 12/05/2001 351 HOLT ROAD 12/11/2001 351 HOLT ROAD 12/17/2001 351 HOLT ROAD 12/14/2001 351 HOLT ROAD 12/20/2001 351 HOLT ROAD 12/26/2001 351 HOLT ROAD 12/28/2001 351 HOLT ROAD 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 1,000.00 1,000.00 DISNAND/UPBL 12/26/2001 315 TURNPIKE STREET 8,000.00 FRASER rs, � I f L( Mechanical, Process Piping, HVAC, Plumbing & Electrical Contractors Inc.ank Farm Piping & Maintenance Engineering Company, cASME Code Fabrication/Repairs 65 Court Street Post Office Box 9142 Newton, Massachusetts 02460-9142 May 17, 2001 Jim Diozzi Plumbing Inspector Town of North Andover 120 Main Street North Andover Ma. 01845 RE: Sweethart Cup Jim: Tel: 617/332-3700 1-800-244-FECI Fax: 617/332-5706 We are the plumbing contractor at the Sweethart Cup facility at 351 Holt Rd. We have been offsite as the rough plumbing is completed and we are awaiting finish. As we have discussed before the owner and his subcontractor are installing plumbing fixtures into our system. As of this date they have relocated 3 roof drains, installed 1 water cooler, relocated the water main in the mechanical room, tied 2 water lines to process water tanks without backflow preventers, installed 1 eye wash station, turned on the water to the fixtures without reducing the pressure (currently around 145 PSI). There also exists on this site several septic systems with piping connected to them running inside the building. These plumbing connections should be removed per state code. The owner has been notified but has not acknowledge the responsibility for the removal. We are notifying yourself and the building inspector so as these issues will be rectified. As we have not preformed this work we will not be responsible for the possible injury or health issues on this site. If any questions arise or we may be of service please call. Sincerely, Charles Vaughn Project Manager cc: F. Lester Fraser / Fraser Eng. Kieran Meagher / City, Hayes, Meagher & Dissette, PC Greg Ernest / Clayco Construction MAY 2 1 2001 BUILDING pEPT. ASME/NB, STAMPS U, P P & R http://www.fraserengineering.com C TOWN OF NORTH ANDOVER OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 Telephone (978) 688-9545 FAX (978) 688-9542 i e"* October 31, 2000 Harvey Freidman 115 Stevens Avenue Valhalla, NY 10595 Re: 351 Holt Road North Andover MA 01845 Dear Sir: This is to advise you that the records available to the building department do not indicate that a Certificate of Occupancy being issued for the above location. To the best of my knowledge no code violations existed for the structure. If I may be of further assistance please call my office at 978-688-9545. Yours truly, +J , D. Robert Nicetta Building Commissioner Cc: Harvey Friedman - Fax 914-749-3280 William Culton - Fax 617-292-0130 BOARD OF APPEALS 688-9541 BUILDINGS 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Date No 4.7!-2 " TOWN OF NORTH ANDOVER o,.•..�tio ° PERMIT FOR PLUMBING This certifies that .. .�. � � � ... 9 ............... • • • has permission to perform .: r .............. plumbing in the buildings of .'4. �!?.-`! �.. �-'.� `�• • • . . at. -5. ............... North Andover, Mass. Fee l'j00. Lic. No..`�1.,%. `.! ........ -.2. ... .. . r PLUMBING INSPECTOR Check # 6 L WHITE: Applicant CANARY: Building Dept. PINK: Treasurer I kab r, MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) // �1 , �� eYe kl-)eVCC ,Mass. By New City, Town Building3s / tYE/f�'4J1 Location Date Permit 1 117Y2— owner' s Name Jie,-7- Na Type of Occupancy: ❑ Renovation Replacement LJ J _ I/ rr%Inr1 1mrC` Plans quhmitted: No ❑ /�/�� %%u ✓ /L Yl. l%6 D" �j�f ❑ � (Print or Type) Installing Company Name AAJ'4jn �.y�y v�axi F a Check one: Certificate Address 0 '6 y ❑ Partnership Firm/company Business Telephone 6/�� 3�a - %t� a Name of Licensed Plumber �14e / INSURANCE COVERAGE: I have a current I�`l yy Insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142:' Yes10 No 1=1 If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy -el� 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: Owner ❑ Agent ❑ signature of Owner or Owner's Agent w1 L I hereby cerlily that all of Ilia details and information I have sub,n,tted (of entered) in above application are true and accurate to Il,e best of my kledge and installalions performed under Ficnnit issued lot this application will be in compliance will, all pertinent provisions of the Massachusetts Stale Plumbing Code and Chapter 142 of the General Laws. N Sigr ature of Licensed Plumber Cily/Town: APPRoviin Inf,FIrF IISF ()NI Y1 Type of Plumbing License License Number Master ❑ Journeyman z 0 ro m m U Z D r z N ro m 0 0 z N Cl) A I 0 m N ro X 0 0 m N N Z N .9 m 0 0 z N w m r O ro 0 0 ro 0 m c N m 0 z r No 4-7 5 �!, Date. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING '/ el 'This certifies that J. ......... .1 ......... ..1'.::......................... has permission to perform ... P 1 1 11 11 - I plumbing in the buildings of 1, ,- ( 114-.7 .............. ............ . at ..... .......... North Andover, Mass. Fee/ (. —Lic. No.. ............... PLUMBING INSPECTOR Check # �-- I WHITE: Applicant CANARY: Building Dept. PINK: Treasurer MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) sloop NorH QA1d'6 /` r' Mass. Date a--23 2 Q I Permit 7,5—'Y Building Location 3�l �� i t' R[>f_ Owner+s Name_ wae+-h ea�"t'Ct,<� Type of Occupancy��`,r�,*,. New ❑ Renovation ❑ Replacement ❑ Plans Submitt No ❑ Installing Company ame_ 1 P CAMPRFI L INC Address 61-63 ELM STREET Check one: Certificate iA Corporation 1992C — nANVFP-r, _MA 01921 Business Telephone 978-777-2808 Partnership Name of Ucensed Plumber or Gas Fitter JOSEPH P. CAMPBELL FiCo INSURANCE COVERAGE: I have a current liability nsoura ce policy or Its substantial equivalent which meets the requirements of MGL Ch. 142. Yes Q It you have checked yam,please i;,dl;;.t;, the type coverage by checking the appropriate box. A liability Insurance policy Q Other type of Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that We licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my slgnature on this permit application waives this requirement. Check one: Signature of Owner or er s Aoent Owner❑ Agent ❑ hereby oertity that all of the details and Information I have submitted (o( entered) in above appgcatlon are true and aoourats to the best of my knowledge and that all Plumbing work and installations performed under the �rmit r this appii on will be in compllanoe with all Pertinent Provisions of the btassachusetts Stale Gas Code and Chapter 142 o the t3 eral ws. BY T e of Ucense: Title Plumber Il ure o cera u r or GasGtter i er G /Town Master n Ucense Number #9()50 NONE NONE 0 ONE no Installing Company ame_ 1 P CAMPRFI L INC Address 61-63 ELM STREET Check one: Certificate iA Corporation 1992C — nANVFP-r, _MA 01921 Business Telephone 978-777-2808 Partnership Name of Ucensed Plumber or Gas Fitter JOSEPH P. CAMPBELL FiCo INSURANCE COVERAGE: I have a current liability nsoura ce policy or Its substantial equivalent which meets the requirements of MGL Ch. 142. Yes Q It you have checked yam,please i;,dl;;.t;, the type coverage by checking the appropriate box. A liability Insurance policy Q Other type of Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that We licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my slgnature on this permit application waives this requirement. Check one: Signature of Owner or er s Aoent Owner❑ Agent ❑ hereby oertity that all of the details and Information I have submitted (o( entered) in above appgcatlon are true and aoourats to the best of my knowledge and that all Plumbing work and installations performed under the �rmit r this appii on will be in compllanoe with all Pertinent Provisions of the btassachusetts Stale Gas Code and Chapter 142 o the t3 eral ws. BY T e of Ucense: Title Plumber Il ure o cera u r or GasGtter i er G /Town Master n Ucense Number #9()50 0 z u b m n -� 0 n _� A x P z r z N b .. frl A " � O Z a o a .. � N N • H 9 A -� .... O 2 N X T -� n S m � a � O n , '� � z �� M � b � a � � �� -� o � c '' o o o � ° � � a � � c c � w a ,r .� =� � o c u v rn 0 e c z � r � "1' f -� z a a o a .. � N N • H 9 A -� .... O 2 N2 2, J 3 A NOR71{ OC 7�O 9 Date ... . � \ /�G .. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .......%,/Cf.l./...!..........lC f?Jr � ...41c.................. ..i.. has permission to perform ...... ... :..... r F r; r r r.. .......... ......... wiring in the building of ...... t�!!`..t .. .?C! ................................................ aty...... .(./ .. ..vI-XJY. .......( ..................................��. North Andover Mass Fee ..... ... Lic. No. jt /.... r! .........�,, /....r ..`...... %ELECTRICA1:4NSPECT0R Check # � I `�%S ( / WHITE: Applicant CANARY: Building Dept. PINK: Treasurer Office Use On* Q,/) lug01 4P of fagJ3a14U5Ett5 Permit No.. 0 Utpdrtmrnt IIf Public :&afctg Occupancy ,& Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3190 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CM 12:0 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date �-l2 City or Town of llloler' A'Zo lllr 2 To the Inspector of Wires: Theudersigned applies for a permit to perform the electrical work described below. Location (Street & Number) 3 1149 T klo 1-9 Owner or Tenant Skil 6 i ///-, r C U10 Co�� y tiG Owner's Address Is this permit in conjunction with et building permit: Yes K No ❑ (Check Appropriate Box) Purpose of Building �l AN�%6.9G?�trti%ti Utility Authorization No. Existing Service Amps -Volts Overhead ❑ Undgrnd ❑ New Service Amps _J Volts Overhead ❑ Undgrnd ❑ No. of Meters No. of Meters Number of Feeders and Ampacity _ Location and Nature of Proposed Electrical Work OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts general Laws 1 have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES ❑10 ❑ I have submitted valid proof of same to the Office. YES t�-'NO ❑ If you have checked YES, please indicate the type of coverage by checking the appr5Ariate box. INSURANCE O' BOND ❑ OTHER ❑ (Please Specify) (Expiration Date) Estimated Value of Electrical Work $ Work to Start Inspection Date Requested: Rough Final Signed under the Penalties of perjury, FIRM NAME i LIC. NO. Licensee Signature LIC. NO. fS7�y ,/ �% /�/J 7 Bus. Tel. No. 5?7 _20-6 ? �z– Address ,&IWZLJ � �' ��/—/11-�r 3 Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the Insurance coverage or its substantial equivalent as re- quired by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) /G4 OG Telephone No. PERMIT FEE S // (Signature of Owner or Agent) x-65455 No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures Above In - Swimming Pool grnd. ❑ grnd. ❑ Generators �A No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Detection and Initiating Devices No. of Sounding Devices No. of Self Contained Detection/Sounding Devices Municipal Local ❑ Connection ❑ Other No. of Ranges No. of Air Cond. Total tons No. of Disposals Heat Total Total No.of Pumps Tons KW No. of Dishwashers Space/Area Heating KW No. of Dryers Heating Devices KW No. of Water Heaters KW No. of No. of Signs Ballasts Low Voltage Wiring No. Hydro Massage Tubs No. of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts general Laws 1 have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES ❑10 ❑ I have submitted valid proof of same to the Office. YES t�-'NO ❑ If you have checked YES, please indicate the type of coverage by checking the appr5Ariate box. INSURANCE O' BOND ❑ OTHER ❑ (Please Specify) (Expiration Date) Estimated Value of Electrical Work $ Work to Start Inspection Date Requested: Rough Final Signed under the Penalties of perjury, FIRM NAME i LIC. NO. Licensee Signature LIC. NO. fS7�y ,/ �% /�/J 7 Bus. Tel. No. 5?7 _20-6 ? �z– Address ,&IWZLJ � �' ��/—/11-�r 3 Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the Insurance coverage or its substantial equivalent as re- quired by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) /G4 OG Telephone No. PERMIT FEE S // (Signature of Owner or Agent) x-65455 12/28/00 17:18 FAX 314 429 3137 CLAYCO CONST DEC -28-00 fiHTj 12:28 PM PIERCE kRrH1TECTS ARCHITECT'S FIELD REPORT Date: 27 December 2000 FAX NO. g'?87453376 Architect`s Project No.: 0015.1 Project: PHASE I Warehouse Renovations for Sweetheart Cup Company 351 Holt Road North Andover, Massachusetts Contractor_ Mr. Gregg Ernst, Project Manager CLAYCO CONSTRUCTION COMPANY 2199 Innerbelt Business Center Drive Saint Louis, Missouri 63114 Weather. Sunny, 20° F Q 002 P, 1 I visited the site on Wednesday, December 27th to generally review progress on the work. The following work was observed to be in progress: Observations I , Metal framing at new demising partition (Detai131A8-1) has been completed. Installation of 5/8" Type X GWB was in process and over 50% complete. 2. Painting of interior columns and existing concrete tilt -up walls was in progress. 3_ Rough plumbing & sprinkler work at Toilet Rooms 106 and 107 was in process. 4. Steel stair has been relocated to access Mezzanine Offices. Installation of some railings remain to be installed. 5. New partitions at Lunch Room have been framed. New water heater has been installed in area above Lunch Room OWB work in progress. 6. New loading dock leveler pits were in process of being poured_ 7. New lighting fixtures have been installed. 8. Selective and structural demolition work is underway in the retraining portions of the building. Based on my observations the Work is progressing well, appears to be on schedule for completion during the next two weeks, and appears to have been completed in accordance with the Contract Documents and the applicable provisions of the Massachusetts State Building Code. Report Prepared By. Daniel H. Pierce, AIA • i i 12/28/00 17:18 FAX 314 429 3137 CLAYCO CONST 0 001 To: Company: Fax # From: RE: 2199 Innerbelt Business Center Drive St Louis, Missouri 63114 (314) 429-5100 PHONE # (314) 429-3137 FAX # Tdz�.✓ of ,.lo R73f it'NDOYE7� � .. t9��J GSS� 93"�Z • GA!rGG "AXV— Sw�N�R?' c�P - N- �,►idov� Date: Pages Induding Cover. Z NOTES: No f. U - Date. � ../y. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that tir.'...'.'% f` .......... . ` ..." ....... . "has permission to perform .._ ... "" _ ........ . plumbing in the buildings of ..... t J' ..'r ... :.....-.. ... at .. J.I ....fJ�. ° . ... i ................. North,Andover,.Mass. Feel -t.'.'.. Lic. No./. �� , ,!{.......... . NPLUMBING INSPECTOR � L Check # WHITE: Applicant CANARY: Building Dept. PINK: Treasurer MASSACHUSETTS UNIFQltKAPrLICATIGN FOR PE]2MIT 1't7 D PLUMBING UiY>C$.pYG (Typt-or point) NORII3 ANDOVER, /MASSACHUSETTS , / Building Location �3S% rl©� R Owners Name SWeETtLFI?P.T Detc ^- / - d . '—L Tib S'Fcrm t 9 vyspj�_ Type of Occupancy Amount a1 New Rerrovatroa -�- Replacemca Plans Submitted Yes No FI TUItEIs (Print or type) iostauing Company Name 4-hh=k one: Certificate C7 Iaartncr. L Finn/Co. Narrtz ofLicensed P umber. /1/CK/aE/ LjK LamsH 1.nsunnec Coycraec: Indicate the type of i tsurancc covcmge 'by cbec tht appropri:ete box: -Liability instuancc policy &I Othcr type of indocnnity Cl Bond Jnsur ace Waiver_ L the undersigned; have been made aware that the licensee ofthis application d three insurance ocs not have any oar ofthc ib�ne— rr�nnture Owner Agent D I hereby certify that all of the details and information i have subtnjmtd-(or-erziered) in above application are true and accurate to the best ofmy knowledgc.and chat -all plumbing work tinct inumil ';mus p ea auiaFr rssueti r tats application will be in compliance with ail pertinent provisions of the use tate mb Code d apter 142 ofthe General Law,. DJ'' tgn� ire n u:c:ns cr Type of Plumbing License "litic a ' CirylSoWM tc:citwcuttu er" A"""'i Iviastcr � Jnurneyman 0 , APPROVED i.IJFk1CfiSISE OM Y t..4t �,csa Y•d 411:20 10 01 rew .. .. .. ., � •. ., ,.•. 4 ' «� t _ _ .. .. � .. +- .. ..� -... r -. . . > .. .. ' _ _ a f � • � .... . Lw STATEMENT OF PROJECT COMPLETION ARCHITECTURAL DESIGN Date: 10 January 2001 To: Office of Building Inspector Town of North Andover Building Department 27 Charles Street North Andover, MA 01845 Project: PHASE I - Warehouse Renovations for SWEETHEART CUP COMPANY 351 Holt Road North Andover, MA Project No: 662 Phase I d I hereby certify that I have visited the project site, have sent other appropriately qualified design professionals to visit the site during the construction process, and have determined to the best of m my knowledge, information and belief that the Phase I work has been completed in accordance with the Contract Documents dated 29 November 2000 approved by the Town of North Andover a Building Department and as subsequently clarified by supplemental instructions and construction E change directives. I also certify that the Phase I work complies with all applicable provisions of the 6th Edition of the Massachusetts State Building Code and is suitable foaucy.. ern Daniel. H. Pierce, AIA Registered Architect D. H. Pierce Design Associates, Inc. d/b/a Pierce Architects Company ERED AR�� L ji 6401 r' � SALEM, o� MA a . Massachussetts Registration No. Structures North Consult. Engrs- 192 Essex Street, P.O. Box 8560 SALEM, MASSACHUSETTS 01971 (978) 745-6817 TO Pierce Architects Attn: Mr, Dan Pierce 214 Derby Street Salem, MA 01970 DATE 4 January 2001 JOB NO. 00111 PROJECT Sweetheard Cup Company Selective Demolition LOCATION N. Andover Massachusetts CONTRACTOR Clayco Constr, Co. OWNER Cappelli Enterprises WEATHER TEMP. PRESENT AT SITE GreggErnst, Cla co• Jon Ciranko, Ca elli Workmen r— I visited the site in order to assess progress of selective demolitions for demolition contract document drawings D-1 to D-3, S- 1 and S-2 dated 1 December 2000. At the time of the visit, work to the west of column line F was complete, and the Phase I warehouse work was largely complete. Work to the east of column line F continues and includes removal of non-loadbearing partitions, crane rails, mechanical equipment piping and slab on grade demolition. We noted that there is a strip of unsupported roofing along column line 15 between 1C and 1D, 1G and 1 H, and 1M and 1N. We proposed a method of supporting this strip of roof using a cantilever 2" deep member attached to the roof Joists at 5'-0" on center, and an 8" nested steel stud with a track on the flat against the underside of the exposed wood curb within the strip. The depth and configuration of the new support of the unsupported strip of roof will be consistent with the present materials and depths of construction. Structures North will follow up with a sketch to be included in the Phase II work. During the visit we discussed structural demolition related to the Phase II work, including modification of a run of remaining top portions of tilt up panels, the bottom of which is presently 18'-8" above finished floor. We discussed removing these panels, temporarily supporting the intermediate column, and permanently supporting the column and spliced 7" channels with a salvaged and reinstalled MC18 channel. This information will be detailed on the Phase II drawings The completed work and the work in progress that I observed was generally in compliance with the contract documents. COPIES TO: End of Report FIELD PORT SIGNED J Pierce Architects BULLETIN Job Name: —�� Issue Date:_ �+C/�V iV�/e Bulletin No. / Contract: /d /1 ./�' V�/�1Fr/rJU-y Arcyhitect'ssPPr`oiect No: Contractor: i/l/�/�%/�/ / /�/yy y Distribution: Via Distribution: Via: 104,6 D ZkMeL G e11fXC1P ❑ Proposal Request (PR): Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. Reference this Bulletin in the Proposal. This is not a Chance Order nor a direction to proceed with the work described herein. ❑ Supplemental Instructions (Sl): The Work shall be carried out in accordance with the following supplemental instructions without Change in Contract Sum or Contract Time. Prior to proceeding indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. ,ICI) Construction Change Directive (CCD): In order to expedite the work and avoid or minimize delays in the work which may affect the Contract \ Sum or Contract Time, you are requested to proceed with the referenced work promptly. Submit final costs for Work involved and change in Contract Time (if any) for inclusion in a subsequent Change Order. -7---&VY ' Description: Gac 10fle, ice/ Attachments: (List attached documents that support description) �JG�/6 �� • % /tel//S� �'3`.O� 2l�(/ Architect: �� /f�!}i/�Owner: Address:YfAddress: 31,��/""�/,7 By: ate: IsIV QD By: Date: Sac on signature for issuance as a CCD after issuance as a PR or SI: By: Date: By: Date: For SI and CCD only: When signed by the Owner and Architect and received by the Contractor, this document becomes effective immediately, and the Contractor shall proceed with the change(s) described above. Signature by the Contractor indicates the Contractor's receipt and acceptance of this Bulletin and agreement with proposed adjustment in Contract Sum and Contract Time, if indicated. Contractor: Address: sT-� avis , pro By: Date: Location � , ( i � �- C! No. 2 2 - F'H 14`=x ?' Date �'�.., ^t4; � ,> A NORTH TOWN OF NORTH ANDOVER 10- 9 t Certificate of Occupancy $ c Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee TOTAL Check # ';5y40 s 44 79 Building Inspector t V Z Q a 4) V > V O 0-0 c ob Q W m Cl) O U. z O W Q0 H W V. U � �o w O U U z A h � F � � 0 IP x a U N rN F C H CD U c� 0 E zU U ax W a A O c ] W HC m H HU si a N� o1z rb as OA �' o w° a Cf) z 9a w° w2' U �' W. a4 av C2 �' w O � "~ W cn cu w x n w z W cn D cn T O p U 0 C/) U I M N IO 07 Cl 'CO O H O O Cc m � H Z � O.a 3� O C L oQ CQ coo C C C� v J-0 CD C CD c i COD � C C� cc CO)CL 0 0 U) crW W w CO o m c =cam C2 n c H o~ " cc:, caG3 •d O: : C l0 R . mm C T i:+ 0: E Q m m • N IES Qow �: o _o ucm m c E CL= «. �CA m r..cm C � H c mn h h � O .m E m � o a�� m 2:_..� H m' � cm c C cQ _ d C t C o t 3 m O cm 1 C CLS •p Q y m c _ � r :m3 o N CO) = r mMD •fq cc �"' M MA .`m = r C m vi Z O vmvc H ti G VJm 4D 00 = O H O ��4-a 4-12FO T O p U 0 C/) U I M N IO 07 Cl 'CO O H O O Cc m � H Z � O.a 3� O C L oQ CQ coo C C C� v J-0 CD C CD c i COD � C C� cc CO)CL 0 0 U) crW W w CO M The Commonwealth of Massachusetts Division of Professional Licensure 239 Causeway Street, Boston, MA 02114 Board of Registration of Professional 'Engineers & Land .Surveyors www.state.ma.us/reL/boards/en 617-727-9957 November 22,2000 Paul T. Merrill 9357 Sonora St.Louis, MO 63144 RE: APPL. NO: 51050 TEMPORARY PERMIT 2000-142 PE" Dear Mr.Merrill In accordance with Section 81R -c of Chapter 112, of the General Laws, you are hereby granted permission to practice PROFESSIONAL ENGINEERING in the Commonwealth of Massachusetts for a period of thirty days from November 15,2000 or until such time as Board need for final action on your application for registration in the Commonwealth of Massachusetts. The procedure for using your. MISSOURI SEAL on a.plan or document in Massachusetts under this permit is to letter or write under the seal the following: TEMPORARY PERMIT MASSACHUSETTS 2000-142 PE" M 7 cr jo �i Cit Aoki l pyv W.1" ey-f re�5� Int k)v! L1Qs been rCCt%keef 67 Very truly yours, re ek H. William Flood, PE Chairman C� a S 7L kiW ae- AW cd� an l� f�tirss a f - � 'V,1 rwvl l CQVC� Cq a GI 1$/16/00 MW �S - • t GENERAL NOTES I. These drawings are for renovations to the existing building at 351 Holt Road, North Andover, which is to be in compliance with the following codes: Massachusetts State Building Gode (1-1513G) 780 GMR Massachusetts Architectural Access Board (MAAB) 521 GMR Massachusetts Electrical Code 527 GMR, 12.00 Massachusetts State Fire Prevention Regulations (5276MR) NFPA 70-1616161 National Electrical Gode w/ state amendments Massachusetts State Fuel, Gas, and Plumbing Code 248 GMR NFPA 231-Igq5 - Standard for General Storage NFPA 231G -Igq5 - 5tondord for Rack Storage of Materials Use Croup: Main Use Croup: F -I, Moderate Hazard Factory 780 GMR (306.1) S -I, Moderate Hazard Storage 780 GMR (311.2) B, Business 780 GMR (304.0) Building Area: Proposed: Occupant Load: Warehouse Area 63,135 s.f. (/ 300) = 210 Factory/industrial Area 178,000 s.f. (/ 100) = 1,7610 Off ice Area 6,365 s.f. (/ 100) = 64 Building Footprint: Allowed Building Area: Building Height: 248,500 s.f. 2,064 Total Occupants Unlimited per 780 GMR (507.0) Warehouse - I story / 55'-0" Construction Type: 26 Unprotected Noncombustible 780 GMR (603.1) Building is fully sprinklered. 780 GMR (806.0) Fireresistance Rating of Structural Elements 780 GMR (table 602) Hours Fire Walls and Party Walls 2 Fire Enclosures of Exits (interior stairway enclosures) 2 Shafts other than exits 2 Fire Separation Assemblies (fire partitions) I Exit Access Corridors 0 Non -Load Bearing Partitions 0 Interior Load Bearing Partitions, Columns, 10" Req.'d Oirders, Framing 4 Trusses (other than roof trusses) Supporting more than one floor 0 Supporting only one floor 0 Structural Members Supporting Wall 0 Floor Construction including Beams 0 Roof Construction Including Beams, Trusses, Framing, Arches $ Roof Deck (20' or more in height to the lowest member) O Egress Width Per Occupant 780 GMR (Sect. 1011.3 4 1017.3) Min. Corridor Width: 44" Req.'d Calculation: Occupancy Load x 0.15 = Inches of Egress Use Calculation Req.'d Min. Width Provided Warehouse (210 x 0.15) = 31.5 32" R--q.'d 252" 0 doors) Industrial 0,7610 x 0.15) = 268.5 270" Req.'d 288" (8 doors) Off ice (64 x 0.15) = 8.6 10" Req.'d 108" (3 doors) Building Area Existing Area Proposed Area Allowable -180 GMR Sect. 248,500 sf No Change Continuation of Some, Use Group 3404.0 No Change Unlimited Areas 507.1 Length of Exit Access Travel 780 GMR (table 1006.5) Use Oroup F -I Moderate Hazard Factory and Industrial Hazard Storage 250 ft with Sprinkler System 250 ft with Sprinkler System 2 2. Work shall conform to all state and local applicable building codes, regulations and ordinances having jurisdiction. 3. Building around floor slab elevation is existingt. The construction documents are based on 100'-0" Finished Floor Elevation. 4. See sheet AG -I for partition types and typical partition notes. 5. See sheet A4-1 for typical mounting locations and heights of devices. Mechanical and Electrical Sub-Gontractors to schedule a pre-rouqh-in meeting with the Architect to coordinate aesthetic location of outlet, switch, data, thermostat, panel, etc. rough -ins. 6. Contractor shall verify all conditions and dimensions, and shall coordinate with trades in the layout of his work. The alignment In coordination of his work and other adjacent work is of primary importance and shall take precedence over dimensions. Contractor shall layout and verify his work to ensure proper alignment and fit. Contractor shall report immediately any discrepancies to his superintendent and the Architect before proceeding or proceed at Contractor's own risk. Contractor shall work from established points and lines, establish and maintain markers for lines and levels of work. Do not scale drawings, calculate dimensions and measure for layout of work. Contractor shall report immediately any discrepancies to his superintendent and the Architect before proceeding or proceed at Contractor's own risk. -7. General Contractor is responsible for protecting all construction and the repair of any damages incurred during construction. S. Contractor shall obtain all required permits and similar releases for required for construction and occupancy. 9. Contractor shall obtain all required inspections of the work and update the Architect and Owner on status and schedule of inspections. 10. Contractor shall coordinate work with applicable utility providers. II. Contractor is solely responsible for the means, methods and sequences of construction. 12. Gontroctor shall maintain a set of Record Drawings on site at all times. 13. Contractor shall remove and dispose of properly all construction debris. 14. Sub -Contractors are responsible for examining all substrate conditions where their work is to be applied. Substrate shall be free from defects, smooth and shall conform to the requirements of the finished material manufacturer's recommendation. 15. Drawings (or portions of drawings) shall not be reproduced for submittals. Submittals produced in this manner will be rejected and returned to Contractor. 16. Typical dimensions are to column center line, or to new construction. I-7. The word 'align' as in these documents shall supersede any dimensional information shown. If a discrepancy occurs, notify the superintendent and Architect immediately. 18. All angles are 45 deg., GO deg., or 135 deg. unless indicated otherwise. N. Refer to spot grade elevations) for exact grade elevation. Contours are approximate. 20. Refer to structural drawings and soils report for all joints in floor slab. 21. All footings and foundations in excavated area to bear on and/or be be formed by clean undisturbed, virgin -subsoil or approved engineered fill which is certified by a GEOTEGH engineer. 22. Provide clean concrete fill per structural drawings for all building entrances to prevent frost heave. 23. Provide a non-metallic separator between all dissimilar metals. 24. Provide 1/2" pre -molded expansion material along foundation wall where sidewalks occur, unless otherwise noted. 25. All interior wood blocking is to be fire-resistant. 26. All control joints in gypsum board and plaster ceilings if not specifically shown, at a minimum shall be located as required by U.S. Gypsum for all interior and exterior locations. 2-7. Wall shall extend to structure when separating a room with exposed structure from a room with a ceiling. 28. All penetrations thru rated partitions to be filled with sofing insulation and fire rated sealant. 2G. General Contractor shall coordinate the installation of access panels in partitions and ceilings which are required by MEP and FP Contractors. Contractors shall provide G.G. required access panels. PROJECT NUMBER: OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT TITLE: PROJECT LOCATION: 551, NAME OF BUILDING: IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENG'INEEPJARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ON MECHANICAL ❑ AWL FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER (SPECIFY) -�� Lip - 411111 j3 FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, , COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSE STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. �i4k F AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. �. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND' PERIODIC BASIS TO DETERMINE THA THE WORK IS PROCEE=DING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILD[ 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. J. 2. Review and approval of;the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the. -stage of construction to become, generally familiar with, the progress and quality of the work and to determine, in general,, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR P CY. SIGNA URE SUB RIBED AND SWORN TO BEFORE ME THIS,��DAY OF AlIA&I �D -3 --� NOJARY PUBLIC MY COMMISSION EXPIRES ��_ 11 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER i •' CONSTRUCTION CONTROL r. PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: '55-1 NAME OF BUILDING: NATURE OF - • IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, REGISTRATION NO. BEING A REGISTERED PROFESSIONAL 4E�ARCHITEC� HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL STRUCTURAL ❑ 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 BE PRESENT ON THE CONSTRUCTION 31TE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEE=DING 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 materials. REDAR�y�r 3. Be present at intervals appropriate to the..stage of construction to become, generally familiar with, the progress and quality of the work and to determine, in general,. if the work is being o performed in a manner consistent with the construction documents. SA 640 PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT o� M �Fq M SPo TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR�,.1 UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. IG, UE 3if /� SUBSC D AN TO BEFORE ME THISDAY OF " (� N07PU6LICit 0 MY COMMISSION EXPIRES BODS Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Please Print Name: 5,11�7nrzl,699R " GvP 6c'17 iis✓i Location: City NAOX / %ivy,00 V4) Phone 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. Company name: GLdly�o Gam,✓�T�a,�J Go_ Address City: Sj Zov>.s Phone Insurance Co.Gys�i /�r��?Y}L C/�Stif�21l 60• _ 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 penalties in the form of a STOP WORK ORDER and a fine of ($100.00) a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify under the pains and penalties of perjury that the information provided above is true and correct. Cic9 Print name C12F�G LL?��Sr Phone # Official use only do not write in this area to be completed by city or town official' 0' Building Dept ❑Check if immediate response is required Building Dept Licensing Board p Selectman's Office Contact person. Phone #. E] Health Department El Other FORM WORKMAN'S COMPENSATION Sweetheart Cup Company 351 Holt Road North Andover, MA Structural Calculations Calculations: . Tilt -up Panel Modifications Along Gridline 15 Roof Reframing on Column Grid with New Columns at N-3, P-3, N-5, and P-5 Replacement of Column at E-15 Removal of Low Beam Supporting Column at L-14 Tower Column Strengthening at Col's CC -11 and DD -11 for Equiv rg_y, ry_y New 10'-0" to 12'-0" Opengin in Loadbearing Masonry at Grid Line 2.5 Between T and U.5 Bus Tray Support at Removed Wall, Gridline G.5,15.5 to 17 Tower Grated Floor Openings Infill Prepared by: Structures North Consulting Engineers, Inc. 60 Washington Street Salem, Massachusetts 01970 (978) 745-6817 (978) 745-6057 fax Date: N O' EDWARD 'fi 31 October 2000 0 � G 11-14 `'' STRUCTURAL No. 33718 Sweetheart Cup Company 351 Holt Road, North Andover Structures North Consult. Engrs. November 2000 Tilt -up Panel Modifications Along Gridline 15 Y r ) GarYC, � � uL• Z`o �' - to 1� Lf 2Z nP W y � �, l5� 2 Z, z � l � �`-��i• SirUGUHS HOPN CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH. COM GarYC, � � uL• Z`o �' - to 1� Lf 2Z nP W y � �, l5� 2 Z, z � l � �`-��i• �L VL ,s, -- • �5 �� --,` �e 101 Psl �� = l 'S 5 C►Z� 14 SHEET NO. OF_ CALCULATED BY DATE CHECKED BY DATE SCALE > 'too 1J ir '1 = 0, 0ak1b ,r 1 3$ ' t � S , 4- Lt � 1 - vt- 9 1 ►,. . 4 1? . c., -N VO AZ STPUGURS 10PU CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH . C O M SHEET NO. OF CALCULATED BY DATE CHECKED BY SCALE DATE SorINH(THIS HOPH CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817, FAX 978 . 745.6067 WWW . STRUCTURE - NORTH . COM 4. JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE -4-1 gip;, C' �J►/ ��d,.,_��._-1�''��5..�_-- �, � V 1 ce 1 Lo a I:l® its or �c�z ..��s�-- 1 A SCALE ..._..�_ LTJ"�.ay'Z."1►...... f t -ri 13 pout "+ 4 JOB 3.� ......�, ' I �� V «UPIS 10PT9 4�bzi' SHEEP NO. OF CONSULTING ENGINEERS, INC. - \a• ��, P. O. BOX 8560, SALEM , M A 0 1 9 7 1 CALCULATED BY - -- '" '- DATE PH 978745.6817 FAX 978 . 745.6067 WWW S T R U C T U R E S - NORTH. C O M CHECKED BY DATE SCALE ..._..�_ LTJ"�.ay'Z."1►...... f t -ri 13 pout "+ 4 1 w NOW&tu JOB SHEET NO. OF CALCULATED BY- DATE L2 CHECKED BY DATE SCALE taws Com- h� (ter) z Nth o i - vsr T%6T a(' .-----._.._.- G&4 Ca't^rt�. NOw 440 — r. I�y�� x •IQ�.x 1 •L ►� b .A. L STOGURS HOPTS CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 '745.6067 WWW . STRUCTURES - NORTH . C O M NOW&tu JOB SHEET NO. OF CALCULATED BY- DATE L2 CHECKED BY DATE SCALE taws Com- h� (ter) z Nth o i - vsr T%6T a(' .-----._.._.- G&4 Ca't^rt�. NOw 440 — r. I�y�� x •IQ�.x 1 •L ►� b .A. L OM Sweetheart Cup Company 351 Holt Road, North Andover Structures North Consult. Engrs. November 2000 Roof Reframing on Column Grid with New Columns at N-3, P-35 N-5, and P-5 tvo�- cam, .,A L--� --> U4. oF 4R;(L , C? -[z JOB � SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE ►�►s,rsL . �' o '�c9.ar',+sJ iZca2 M�t.�'c{�-IcD.O ?j IDA" c -to / moo ( � L p Lt)� oto .031 + V �030� �� I.'to STPUGHIS HOPU CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH. COM tvo�- cam, .,A L--� --> U4. oF 4R;(L , C? -[z JOB � SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE ►�►s,rsL . �' o '�c9.ar',+sJ iZca2 M�t.�'c{�-IcD.O ?j IDA" c -to / moo ( � L p Lt)� oto .031 + V �030� �� I.'to --> U4. oF 4R;(L , C? -[z JOB � SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE ►�►s,rsL . �' o '�c9.ar',+sJ iZca2 M�t.�'c{�-IcD.O ?j IDA" c -to / moo ( � L p Lt)� oto .031 + V �030� �� I.'to Ll • SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE (-v,(L l4t'"o's''1.' 1. L-�'>) "CU, kji M'2 ►.nom "A,4 V-15 M�. 4r 59RTUPIS HOPU CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES-- NORTH . COM SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE (-v,(L l4t'"o's''1.' 1. L-�'>) "CU, kji M'2 ►.nom "A,4 V-15 M�. 4r A r 1. JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE STPRJUPIS HOPT9 CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 '745.6067 WWW . STRUCTURES - NORTH . C O M JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE � i PA-t --- -- r � i. •i �ca'; 3 Ilk 9' L- "V t STPUGUHS HOPT9 JOe SHEET N0. OF CONSULTING ENGINEERS, INC. P. 0. BOX 8560, SALEM , M A 0 1 9 7 1 CALCULATED BY DATE PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH . COM CHECKED BY DATE SCALE L -t L« -tom > 1z rte- u��w to uj2-t'j- 1 X02.0 Vib 2 �--- -{� FLLj,. 01SG 2 �lZ co iZ,3a x 2.-- 4 -Clot 3x�3� S �- -6 - k3 _ L4 s = A d �G W 2 ►}.tit' � `'t OF_ DATE DATE HUN JOB STPU GURS SHEET NO. _ CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 CALCULATED BY. PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH. COM CHECKED BY_ SCALE 2.-- 4 -Clot 3x�3� S �- -6 - k3 _ L4 s = A d �G W 2 ►}.tit' � `'t OF_ DATE DATE r H STUGUROPT9S JOB ■� SHEETNO. OF CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 CALCULATED BY DATE PH 978 . 745.6817 FAX 978 . 745.6067 WWW STRUCTURES - NORTH COM CHECKED BY DATE SCALE uacc�3 �� ltilzGt,�t�ig (Li�Z.O Ih PQA-L��C- t -17- Jklt Lt.6 7-'L . Q I:L (10,x) -Z ba tk Lou t-L,j-eA) e2l y3 Z Q 0, 27 14/,1 Li 'Z,3- 6 t14 I k H ODT� JOB Th INGURS SHEET OF_ CONSULTINGENGINEERS, INC. P.O. BOX 8560, SALEM, M A 01971 CALCULATED BY DATE PH 978 . 745.6817 FAX 978 . 745.6067 WWW STRUCTURES NORTH .-COM CHECKED BY DATE SCALE PQA-L��C- t -17- Jklt Lt.6 7-'L . Q I:L (10,x) -Z ba tk Lou t-L,j-eA) e2l y3 Z Q 0, 27 14/,1 Li 'Z,3- 6 t14 I k ShapeBuilder 2.0 P.O. Box 8560 Salem, MA 01971-8560 1 Overall Properties Name: Shape1 Area: 40.05 in^2 CG: (-0.162,-4.314) Ix: 6377 in^4 ly: 127.9 in^4 4 ;g ^3 .2 in^3 0 $• Sy left: 29.28 in^3 Sy right: 27.25 in^3 rx: 12.62 in ry: 1.787 in rp: 12.74 in r1: 12.62 in r2: 1.776 in Zx: 465.9 in^3 Zy: 50.70 in^3 PNA: (0,4314) J: 4.913 in^4 ShapeBuilder 2.0 Structures North Consult. Engr. P.O. Box 8560 Salem, MA 01971-8560 Overall Properties Name: Shape1 rx: 9.551 in Area: 23.09 in^2 ry: 1.290 in Ix: 2106 in^4 rp: 9.638 in ly: 38.43 in^4 Zx: 203.0 in^3 Ixy: 0 in^4 Zy: 19.77 in^3 (polar: 2145 in^4 J: 2.478 in^4 Sx: 177.5 in^3 Sy: 10.92 in^3 STPUGHIS HOPT� SHEET NO. OF_ CONSULTING ENGINEERS, INC. CALCULATED BY DATE P.O. BOX 8560, SALEM, MA 01971 CHECKED BY DATE PH 978 . 745.6817 FAX 978 '745.6067 WWW . STRUCTURES - NORTH . C O M SCALE C PRODUCT 207 STPUGURS HOPH JOe SHEET NO. OF CONSULTING ENGINEERS, INC. P. O. BOX 8560, SALEM . M A 0 1 9 7 1 CALCULATED BY DATE PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH COM CHECKED BY DATE SCALE f 1 i i { I i f VisualAnalysis 3.50.c Report 10/20/00 17:38:22 Project: 351 Holt Road File: D:\00111 351 Holt Rd\VisAnal Runs\3 Line L to T\3 L to T.vap Structures North Consult. Engr. P.O. Box 8560 Salem, MA 01971-8560 Degrees, *Fahrenheit, Seconds. Nodal Reactions Node Load Case FX FY MZ K K K -ft Ni Case I LL 0.00 64.23 -NA- Case I TL 0.00 85.44 -NA- Case II LL 0.00 -5.86 -NA- Case II TL 0.00 15.35 -NA- Case III LL 0.00 25.34 -NA- Case III TL 0.00 46.55 -NA- Case IV LL 0.00 -3.27 -NA- Case IV TL 0.00 17.94 -NA- Case V LL 0.00 2.07 -NA- Case V TL 0.00 23.28 -NA- Dead Load 0.00 21.21 -NA- Full Uniform 0.00 79.58 -NA- N3 Case I LL -NA- 68.73 -NA- Case I TL -NA- 125.81 -NA- Case II LL f -NA- 44.35 -NA- Case II TL -NA- 101.43. -NA- Case III LL -NA- 83.19 -NA- Case III TL -NA- 140.27 -NA- Case IV LL -NA- 31.61 -NA- Case IV TL -NA- 88.68 -NA- Case V LL -NA- -10.14 -NA- Case V TL -NA- 46.93 -NA- Dead Load -NA- 57.08 -NA- Full Uniform -NA- 170.16 -NA- N5 Case I LL -NA- 43.83 -NA- Case I TL -NA- 96.06 -NA- Case II LL -NA- 22.36 -NA- Case II TL -NA- 74.59 -NA- Case III LL -NA- 24.07 -NA- Case III TL -NA- 76.30 -NA- Case IV LL -NA- 77.06 -NA- Case IV TL -NA- 129.29 -NA- Case V LL -NA- 44.93 -NA- Case V TL -NA- 97.16 -NA- Dead Load -NA- 52.23 -NA- Full Uniform -NA- 118.43 -NA- N7 Case I LL -NA- 27.20 -NA- Case I TL -NA- 82.15 -NA- Case II LL -NA- 30.75 -NA- Case II TL -NA- 85.69 -NA- Case III LL -NA- -0.00 -NA- Case III TL -NA- 54.95 -NA- Case IV LL -NA- 27.20 -NA- Case IV TL -NA- 82.15 -NA- Case V LL -NA- 60.65 -NA- Case V TL -NA- 115.59 -NA- Dead Load -NA- 54.95 -NA- Full Uniform -NA- 112.90 -NA- N9 Case I LL -NA- -0.00 -NA- Case I TL -NA- 23.10 -NA- Case II LL -NA- 21.00 -NA- Case II TL -NA- 44.10 -NA- Case III LL -NA- 0.00 -NA- Case III TL -NA- 23.10 -NA- Case IV LL -NA- -0.00 -NA- Case IV TL -NA- 23.10 -NA- Case V LL -NA- 21.00 -NA- Case V TL -NA- 44.10 -NA- Dead Load -NA- 23.10 -NA- -1- COL-- wq'zc 3b I✓ w4,�ce-k (" _0; 4 rf� C�1 Wb -i "V / �� ' C*k6' tNs Y- 35 Ce ,,s r. t/ C `-q� ,c kco i lye 2 V �iL y 11 It'i. (� n vanro w:r xn STPU HUNJOB \�V�� SHEET NO. OF CONSULTING ENGINEERS, INC. CALCULATED BY DATE P. O. BOX 8660, SALEM , IA 0 1 9 7 1 PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH . COM CHECKED BY DATE SCALE ,c kco i lye 2 V �iL y 11 It'i. (� n vanro w:r xn C PRODUCT 207 JOB 3 t Ib to p STPU(JUPIS HUN SHEET NO OF CONSULTING ENGINEERS, INC. � CALCULATED BY DATE P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES _ NORTH . C O M CHECKED BY DATE SCALE C PRODUCT 207 FS-TIPUGHIS IOPT9 CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 '745.6067 WWW . STRUCTURES - NORTH . COM_ N� JOB SHEET NO. } OF CALCULATED BY �F 4 DATE \0, CHECKED BY DATE SCALE V-3 V- /\T $M, e fwcC ONO bN\4c 04,W44 C'r. aC" V-A) JOB SHEET NO. OF CALCULATED BY t DATE CHECKED BY DATE SCALE z. b T< -qtr 1161 D PRODUCT 207 STPUGHIS HOPT9 CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH . COM_ JOB SHEET NO. OF CALCULATED BY t DATE CHECKED BY DATE SCALE z. b T< -qtr 1161 D PRODUCT 207 S�-HV URS HOPT� CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH . COM i 64'►bC k,Q" I /`I It$ 1 It >' 1 !j JOB SHEET NO. OF p CALCULATED BYf DATE CHECKED BY DATE SCALE - 4 u 32, D PRODUCT 207 ST UGURS HRT4 CONSULTING ENGINEERS, INC. P.O. BOX 8580, SALEM, MA 01971 PH 978 . 745.6817 F11.)1,,�9,78 . 745.6067 WWW . STRUCTURE'S - 'NORTH . COM 9 JOB SHEET NO. OF t CALCULATED BY-�+�''�f DATE CHECKED BY / DATE E SCALE 11 x3 e7mA 'McP, 1 ' L...f.. ..'.�..._.L:j r 7� �; _ ��' I } x' ' z r I D PAODUCT207 Sweetheart Cup Company 351 Holt Road, North Andover Structures North Consult. Engrs. November 2000 Replacement of Column at E-13 STPUGHIS HOU CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 '745.6067 WWW . STRUCTURES - NORTH C 0 M JOB 351 1Ivy `' SHEET NO. OF CALCULATED BY u"` ` DATE y CHECKED BY SCALE DATE C PRODUCT 207 - Sp�r•J S'ghR�-� 1 v�SrS � -� � � C � C+d, -vY Lk - ya1 , LttL " 22 -` 4. 2-C> y �i h�u.,�y ��.vi..w ww�S Cn� c.�.Jt :. ig►.1 , c�xv�4r..� ,. ) tom, _. , _.. : �_ -z�� 2; 1. -. ... f4 ._. _..........ko C PRODUCT 207 STPUGHIS HOPH CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH C O M JOB SHEET NO. , OF CALCULATED BY DATE CHECKED BY SCALE DATE C PRODUCT 207 Sweetheart Cup Company 351 Holt Road, North Andover Structures North Consult. Engrs. November 2000 Removal of Low Beam Supporting Column at L-14 FS-Tpull(THUS HOPH CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 '745.6067 WWW . STRUCTURES- NORTH. C O M JOB SHEET NO. OF �y` CALCULATED BY DATE I CID CHECKED BY SCALE DATE v` .,2 Z C PRODUCT 207 STPUGHIS HUN CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES . NORTH . C O M JOB SHEET NO. OF t CALCULATED BY ` 1 DATE CHECKED BY DATE SCALE C PRODUCT 207 thotr 111 • F.�t11'�� s�%L Ga�1G� Lui � V 1 � _ /41 U,w,, € 1� ........_....._..d y, ' .4 � 3wzw tt,. -._ _............ _... ^UAwA 4 .. fix! ._ . C PRODUCT 207 5TPUG UP 15 h OPH CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6067 WWW . STRUCTURES - NORTH . C O M T41 JOB 151 Li5ntr \ SHEET NO. } OF ` CALCULATED BY ✓ f DATE F` t CHECKED BY DATE SCALE C PRODUCT 207 STPUGHIS HUN CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01 97 1 PH 978 745.6817 FAX 978 745.6067 WWW . S T R U C T U RES - NORTH . C O M JOB ~ 1 SHEET NO. OF CALCULATED BY ��"jV�^'{ ` 7 f DATE ` CHECKED BY DATE SCALE C PRODUCT 207 Sweetheart Cup Company 351 Holt Road, North Andover Structures North Consult. Engrs. November 2000 Tower Column Strengthening at Col's. CC -11 and DD -11 for Equivalent rX_X ry_y STPRAUS HOPT9 CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 '745.6067 WWW . STRUCTURES - NORTH .,,,COM JOB 351 SHEET NO. OF CALCULATED BY G RN <'! DATE 6 CHECKED BY DATE SCALE x.1117 v`7 "7 C U L -,t .� -493r, mi 1t Lay 0 PRODUCT 207 Structures North Consult. Engr. P.O. Box 8560 Salem, MA 01971-8560 7 CG Overall Properties Name: W12x72 Flanges Area: 16.08 in^2 Ix: 539.7 in^4 ly: 193.0 in^4 Ixy: 0 in^4 (polar: 732.6 in^4 Sx: 88.11 in"3 Sy: 32.16 in^3 rx: 5:793 in ry: 464 in rp: 6.750 in Zx: 93.10 in^3 Zy: 48.24 in^3 J: 2.321 in^4 .%ructures,North Consult. Engr. P.O. Box 8560 Salem, MA 01971-8560 l CG Overall Properties Name: 3-8" PL Equivalent Area: 8.183 in^2 Ix: 278.4 in^4 ly: 81.16 in^4 Ixy: 0 in^4 (polar: 359.6 in^4 Sx: 46.25 in^3 Sy: 14.88 in^3 rx: 5.834 in ry': 3'1�3in rp: 6.629 in Zx: 47.72 in^3 Zy: 22.32 in^3 J: 0.375 in^4 Sweetheart Cup Company 351 Holt Road, North Andover Structures North Consult. Engrs. November 2000 New 10'-0" to 12'-0" Opening in Loadbearing Masonry at Grid Line 2.5 Between T and U.5 5TH(TRIS HUN CONSULTING ENGINEERS, INC. P.O. BOX 8560, S.ALEM, MA 0 197 1 PH 978 . 745.6817 FAX 978 745.6067 WWW . STRUCTURES - NORTH . C O M JOB �,s I tAw \"o SHEET NO. OF CALCULATED BYy�` DATE j- 'M "40 CHECKED BY. SCALE DATE C PRODUCT 207 µti Lwt�C-t.. o�w(,4 ' �� w•�ra r�srui � �'Uc��-`�; _ . 4Z"o L"4 c5 _. ��... .. . 1 t � r- - c s u U4,; _. 1 C 1 X30 �,�: ,,� b.. �. , �z 3 �, ; � C �j3� 1EC�Lb SW ' L2..� ,�� rL 1d.''�. C� /w"S J Ml: VimL-10 2 0'{ ........ rr j 1.5 q C PRODUCT 207 FST-pu(Tupis HOPT9 CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978' 745.6067 WWW . STRUCTURES - NORTH . C O M SHEET OF t CALCULATED BY cbl "r /1 DATE ( �-1' 40 CHECKED BY SCALE DATE .\A � � sty C PRODUCT 207 Sweetheart Cup Company 351 Holt Road, North Andover Structures North Consult. Engrs. November 2000 Bus Tray Support at Removed Wall Gridline G.5, 15.5 to 17 5-190"U(TURS HOPTfl CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.681 7 FAX 978 '745.6067 WWW . STRUCTURES- NORTH . C O M JOB �,sl SHEET NO. OF CALCULATED BY 9-!tl DATE tk 1 - CHECKED BY SCALE DATE C PRODUCT 207 c o � o c N I,- Lb ,Lb r r O > O O Z� '4 r O O �O V � � OLf)Q _J M � � C (n J O A - N N N H — CY) m C 7+ C. Cy�Y 00 4) c JV 8£g'? $1 r r,- A �r $1 IV a ro ro d m v d u ro a ro u E N Im N IV ac m o ., o Gro N > a d o o, �a v 0 b x v o o (1 i-) U I O x Q C1 O a, rlu o x o I U o ro i L. Oo C Q I O O O LO O 4 i d M U: O u ' Q. 4 M CIO 0)n 0 ai m w vi 4J 4J muu.r 4J J� as z0 z0 vi .0 r"i P4 F r11 N U U z A ui3Nau.+C4o- 0 Icnmm oa a m o ,.i c >. aui to iJ •-Iro••roc•.�a O •0 m O. ••i .-i ro �w�, Iw[.Ua0O zz a) - z IV a ro E ro w m b d 4 ro a ro 4 N4W -4 M InCr MNMrV MCN (� � NNvrnON 1 N x O O 01 Q\ N N r r 10 In 7 M M N N N N N N N N Cfl/ >+ij 0000000000 W Z W 0000000000 C 1 �L 0 0 0 0 0 0 0 0 0 0 r l C 4-j 0000000000 ro O W 0000000000 Q mad 0000000000 rn 4 o > H / N Y 0000000000 N > 0000000000 O 4J x 0000000000 11 o > t In mcNNr ri(D0w O x > �urrnoNMntoNof n{ LO V/ m a JG 0000000000 a ro 0000000000 C/M�' • k 0000000000 V o � W W a-+ o ar ri 000N to O)M -C (1) 4-4 o (0m o •aNMr ri 10o v O� V O fu (� W OOOHHNNMMM O o $4 W 4.j CN r0. 0 ' R. � aNi W M a v .0, a rl o14 a, VJ ro a ��vi -MH &. a) Lei N .-,I�'1 .y m C :3o o a mzz U_, b 4 "' o a0i sV4j o r tH Al L4 !� to 3N441w0.,1 ^ 0 N 'ri d o •n a •,+ r-i ro o Iq E 01-144 ai .� 4 H 0 C .11 N a) r . r-1 a wu W Wo x z . l STPU(TUPIS UPH CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 74 5. 68 17 FAX 978 '745.6067 WWW . STRUCTURES - NORTH . C O M JOB 2)t;\ 1 �y 1^7 SHEET NO. OF CALCULATED BY - _ 1 DATE CHECKED BY DATE SCALE n Panni ir.T 9917 3�1 I�-T tom, W►0 � OF 1 �Q DATE DATE r : W to �. 4�►3� 3�� o •3 .hb%o c -p AJ I., AM C PRODUCT 207 JOB HUN SHEET NO. STPUGUHS CONSULTING ENGINEERS, INC. CALCULATED BY P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 . 745.6067 CHECKED BY WWW STRUCTURES - NORTH . C OM SCALE W►0 � OF 1 �Q DATE DATE r : W to �. 4�►3� 3�� o •3 .hb%o c -p AJ I., AM C PRODUCT 207 STPUGHIS HOPH CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 .745.6817 FAX 978 . 745 .6067 WWW S T R U C T U R E S • NORTH. C O M JOB__..._.._.._.. _ SHEET NO. OF CALCULATED BY DATE r` Lo CHECKED BY DATE SCALE ...... .. ...... C PRODUCT 207 Sweetheart Cup Company 351 Holt Road, North Andover Structures North Consult. Engrs. November 2000 Tower Grated Floor Openings Infill Spacing Bearing Wt. Lbs. Wt. Lbs. Bar Size Symbol Sq. Ft. Symbol Sq. Ft. Symbol 314" x 118" 13*75< 314" x 3116" GW -75 1" x 118" GW -10E 1 " x. 3116" GW -100 1.114" x 118" GW -125 1.114' x 3116" GW -125 1.112" x 1/8" GW -150 1-112" x 3116" GW150 1.314" x 3116' GW - 175 2" x 3116" GW -200 2.114" x 3116" GW -225 2.1/2" x 3116" GW250 Bearing .537 .336 (Steel) Steel Bar S„s I 1„t } 2'-( Size 7.9 I 314 x 118" 1.112x115 9.3 ° "� C Ja D 7.9 .129 .048 -- SGW-125.2 12.2 V ^:( 58 314 x 3116" .194 .073 D 09 c - 58 c ',zJ2o •. iss8, Ns4r D -.76 i .aoc'.aeti. 120 ft. .773 D ,d? u . as 1 x 118" .229 .114 D o7: o ':s U 4125�' .2810."7835' 1 x 3116" .343 .172 ° 'Air. c ' 103 D ' 051 331 U :107 1.114 x 1/8" .358 .224 D LA' GW -150.2 GW -175.2 GW -200-2 GW -225-2 '-6 1.114x3115 .537 .336 �2e6.,�oia 5.0 SGW-75A-2 5.7 c t610 SGW-75-2 7.9 6.4 1we 1.112x115 9.3 SGW-100-2 0 c 4, ;12a6• ro3o. 7.9 .515 .387 D :`:.03s '.: '.o6D:. --.086 SGW-125.2 12.2 12 u 2320,: 1.es: ,031` 1.112x3115 135# 12F-12.120 PG' 1 0 -.a6:< '075 "108 c ',zJ2o •. iss8, Ns4r D -.76 i .aoc'.aeti. 120 ft. .773 .580 U 3158@021 X1404 1.314x3115 1.053 .921 D a,; i .= 093' C .:3158 4526: 2105 0 ".-M! :.051.. :674 U 4125�' .2810."7835' 2 x 3115 1.375F2.685 ° "' `'.1156 at;: C X4125-'-a30o.; ;2750 D '.=:.629-;-;o+s.r...065 331 2.1ldx3115 1.740 D 022'.,056 9p. c•4176, :3100- D :040.:' .::658 U :&45 .4125.:2884.: 2.112x3115 2.148 ° GW, SGW Series Wt. Lbs. Wt. Lb; Sq. Ft. Symbol Sq, Ft. 5.0 SGW-75A-2 5.7 7.2 SGW-75-2 7.9 6.4 SGW-10OA-2 7.1 9.3 SGW-100-2 10.0 7.9 SGW125A•2 8.6 11.5 SGW-125.2 12.2 SPAN (1.3116"ICTC) -6"17'-0"" 96 76 Unit Slres518.000bs per sq. inch _3e2 <e5 U Unilorm Load Pounds per S 193 1]2 q Ft. .307 .368 C Concentrated Load Pounos per Fl. 145 115 width at mid span .382 .485 D Deflecton•Inches 290 256 S Section Modulus per FI. of Width .307 a88 1 Moment of Inertia per Fl. of Width X172 1Js 110 91 76 (GAA8G88 cpm 1119,.365 .451 .545 .Baa form to fed. spec. ,943 aos 272 250 229 RRG-661E.TTpoJ .230' .292 .360 .136 .519 Classllil 257'.:203:- 165 136 114 (GW&6 spec. 11111:'.x.385 451 .5.5 .s46 R �61E, Type ¢15i..412 31. 342 3556 :3D -..92 .360 51 .288:-2'14: ;172. 42 19 102 811 :.230;: :292'.: ;MO . d35 516 .607 .704 :WO -429' 390 358 3J0 306 .,.268+ .348 .415 A86 .562 403", ��0f8 2E8' -- 119 152 131 :230 -292 J60' ..435'- .518 .607 .104 .a4. -,:'586. 531 496 460. .184 ;233 .las' -,an .415 .486 .562 388 =605 2Q .2W 172x, 146 126 96 ;192 :343 a30D i0W .432-; .506 .587 .765 772. •ee6 fire '•.562 :its us 441 366 I pan, In shaded area produce a deflection or %- or less under a uniform load of 100 pounds Per so. n. This deflection is recommended as the rin mum to rovme xdestrian comfort. It can De e,ceeded at the discretion of the engineer. CONVERSION TABLE To determine S.1, and load for other types shown below, multiply value above by the corresponding load factor. Type SG'WC SGW2GDD GCM -1 GCM -2 GCM -3 GCM.4 GCM -5 GM GO GWH1 GV GCGO GR Load Factor 1 1.27 1 2.70 1 2.35 1 1.90 1 1.72 1 1.45 1.15 1.67 .82 1 .58 Deflection under the factored loads will be same as shown in load table. t • 3116" or 118" MAIN BARS • STOCK LENGTH 20' • FAST CUT -TO -SIZE MAXIMUM PANEL WIDTH as indicated. For wider areas, grating will be made in two or more panels. GW & SGW panels are available up to 48" wide -please inquire 500 1 This type of grating surface is slip - resistant in all weather conditions and where friction is reduced due to spillage of oil, grease, or other materials. Avail- able for all grating types with rectangu- lar bearing bars from 1" x 1/8"to 2-1/2" x 3/16". NOTE: Depth of grating required for a specified load will be 114 greater than that shown in load tables. xVi GW -2 1AA, GBB 1.318' 2.9116" 3.314" 4.15116" 6418" 75116" 9-11/16' 10-7/8' 12.1116" 13.1/4" 14.7116" 15-5/8" 16-13116" 18 20.318" 19 21.9118' 20 22-3/4' 21 22 25.118' 23 26.5116' 24 27.112" 25 28.11116 26 29.718- 27 31.1116" 28 32-1/4- 29 33.7116" 30 34.518" 31 32 N, SGW-2 :C, GDD 1.118' 2.1116' 3" 3-15116" 4.718' 11.7116" 12.3/8" 13.5116' 14.114' 15.3/16- 16.1;8" 17an6" 18' 18.15116' 19.718" 20.13116' 34 31.118" . 35 32.1116" 36 33' 37 33.15116" 38 34.718" 39 �3,r,'<7 wmina ,flown ere for 3116- beannq bars. Deduct 1116"from width for us' bearm9 Dan. NOTE: WIDTH AND LENGTH TOLERANCE 1114 { • Hot Dipped Galvanized Steel (with zinc coating thick- ness of at least .00111) ' "` • Package contains 10 lengths & 75 nuts & bolts Slotted An le S stem STOCK U,tall tflog Na rf Ga et►sforist SA -14-100 PG 14 .080 x 1-1/2" x 1.112" x 10' 100 ft. 78# SA -14.120 PG 14 .080 x 1-112" x 1-112" x 12' 120 ft. 94# 1OF-14.100 PG' 14 .080 x 1-1/2" x 2-114" x 10' 100 ft. 95/1 12F-14-120 PG' 14 .080 x 1.1/2"x 2.114"x 12' 120 ft. 113# 1OF-12-100 PG' 12 .104 x 1.1/2"x 3" x 10' 100 ft. 135# 12F-12.120 PG' 1 12 1.104 x 1.1/2" x 3" x 12' 120 ft. 162# r'2`a I GRATINGS eh43,::Ni6iSk1GK0Ls:jr,' 8,bd2 i�3 2011'. q STPUGHIS HOPH CONSULTING ENGINEERS, INC. P.O. BOX 8560, SALEM, MA 01971 PH 978 . 745.6817 FAX 978 '745.6067 WWW . STRUCTURES - NORTH . COM_ COs SHEET NO. OF CALCULATED BY 4 MA -1 DATE F-� O CHECKED BY. SCALE Gn---kC C WVV4Ax 00 r LA-- k -SO prc4 DATE wpry- xOL- SSS s ij 8, 5 Q�i/'f wt��f I'SDesk " S. 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November 10, 2000 Bob Nicetta Building Department 27 Charles Street North Andover, Ma 01845 Dear Mr. Nicetta SWEETHEART CUP COMPANY INC. 30 INNER BELT ROAD SOMERVILLE, MA 02143 PHON2E: 617-666-810000 � 3 Q4 `� -4-, S I am writing to inform you of the 351 Holt Road work scope. It is Sweetheart Cup Company's intention to execute this project in two phases. In the first phase we would move our Somerville Mass. equipment and operations into the existing 351 Holt Road building. Tis would not require any additions to the building or site changes. �y these s`fuet~��'.. . This phase of the project will take approximately twelve months to complete. The second phase of this project would commence one to five years after the first phase. is completed. This phase will require building and paving additions at the site. It is our intent to file for the necessary permits for phase two once aplan and time line are finalized. Com s1`t n.C�,� ANt�`t aN��1�.drrr:�i� &I0fr6V&L Again I want to reiterate that our intent is to perform only phase one work under the permits that we are currently requesting. Thanks again for your help in these matters. I am looking forward to working with you as we move forward. Sincerely Yours, Larry Gumb Project Director November 10, 2000 Bob Nicetta Building Department 27 Charles Street North Andover, Ma 01845 Dear Mr. Nicetta SWEETHEART CUP COMPANY INC. 30 INNER BELT ROAD SOMERVILLE, MA 02143 PHONE: 617-666-8100 I am writing to inform you of the 351 Holt Road work scope. It is Sweetheart Cup Company's intention to execute this project in two phases. In the first phase we would move our Somerville Mass. equipment and operations into the existing 351 Holt Road building. This would not require any additions to the building or site changes. Thi alterations that we would need to do to the current site would be to add the foundations needed for additional -external equipment necessary for our process support. A -1.1 -of --hese structures would-be located,adjacent to -the -existing building. This phase of the project will take approximately twelve months to complete. The second phase of this project would commence one to five years after the first phase is completed. This phase will require building and paving additions at the site. It is our intent to file for the necessary permits for phase two once a plan and time line are finalized. Again I want to reiterate that our intent is to perform only phase one work under the permits that we are currently requesting. Thanks again for your help in these matters. I am looking forward to working with you as we move forward. Sincerely Yours, Larry Gumb Project Director ,PARCLIST* r MASSACHUSETTS DOR PARCE,10 210/0101002-000M PARCEL ACTIVE Y - YES STATE -USE -CD 400 - MANUFACTURN( PAR -ADD -NU -1 551 PAR -ADD -ST -1 HOLT ROAD OWNFR-NAME-1 AEP INDUSTRIH . lK OWNER -NAME -2 ATT: TAX DEPT OWNER-ADDR-1 125 PHILLIPS AVENUE !iWNER-CITY 60 HACKENSA :K OWNER -STATE Nd OWNER -11P 07606 OWNYCOUNTR'Y A iiT-LND-AREA 26.9 TAX -CLASS T - TAXABLE ROAG-TYPE I - TWO-WAY ROA[)-CONDTN P - PAVED TRAFFIC M - MEDIUM *"* VALUATION 1 1 FIELD -AP -TOT FIELD -AP -BLD FIELD-AP-LND COST -TOTAL. RCN RULD COS"EIN f COSi-LAND COST -DATE GROSS -1 CONE TOT -EXPENSES **** VALUE HISTORY 11991 7044400 5911300 1133100 7746000 10566109 6227519 6227900 1518094 12021999 98191 19658/ SELECT-SRCE AN - FiFLG-VALUE FINAL -VALUE 8686000 **** VALUE HISTORY 1193 SELECT-SRCE AP - FIELD -VALUE FINAL VALUE 662.4600 "%* VALUE HISTORY 4094 ELECT-SRCE AP - FIELD -VALUE FINAL -VALUE 7044400 "o VANE HISTORY 11995 PARCEL LISTING SALE GATE: 000, LAST UPDATED : 10/28/99 SALE -PRICE 5:500000 SALE -DATE 10171996 SALE -TYPE P - LAND-h-BLDGS Sit FANK 04613 SALE -PW OW !RANTOR BORDEN. INC VERIF-SOURCE D - DEEM WE -VALID !i - NO -PARTIAL VISI -GATE 917199: MEASURE -[)ATE 9171991 ENTRANCE C - COMPLETE -INS WOWKE M - MANARR COLLE(T0R-ID jEL iNSPECT-REAS R - REVALUATION REINSPECTION N - NO DATA&H& TYP CR - CYCLICAL REV LAST UPDATED : 11(12198 NEI -INCOME 785544 CAP -RATE i1 CAP-iN(,'ONE 6546200 TOT -INC -EST 6546200 IMI; -CAP -DATE 12011999 SEL E t:: T -VWE 6546200 "SEL-LANG-VAL 1.518094 SEL -800"L 5028106 SELECT-SRCE IN - INCOME FINAL -VALUE 654620;" LAND -VALUE 1518100 LAST UPDATED 1012198 LAN1)-VALUE 1333000 BLDG -VALUE 73530210 LAST UPDATED 11/12198 LAND -VALUE 11331010 SLOG -VALUE 5496500 LAST UPDATED 1i.i11198 LAND -VALUE 1133100 BLDG -VALUE 5911300 LAST UPDATED 11i12198 �7i05iri1 PAGE i UA T A-CHf -O f E 924199 MEMO-1 BORDEN CHEMICAL PROP ONITE MEMO -2 PLANT 1.5 FT HIGH Lig Ulf) NEMO-3 N1TROUN TANK 6 1.5 E T DIA MFMO-4 FY 99 80A 2.55E M 262 62 S.rF mm -5 00078 COON 000100 NBHD-CODE 34 NBHD-CLASS 4 TOT -FIN -AREA 162622 iiSER-FLD-0 v" USER-FLD-70 2 0SER-F[D-73 X BLDG -VALUE 5026100 PRI-TOIL-VAL 6546200 PRI-LAND-VAL 15i8iOO PRI-RLOG-VAL 5028100 PCT-CHNG-TOT 100 PCPCHNKBLD 100 PCT-CHNG-LNG 100 MARKTADVAL 1516100 iiSER-F0-82 1555027 MARK T-LD-VAL 133.5()0() STATE -USE -CG 400 - MANUFACTURN(= MARK T-LD-VAL 111.51!}!) STATE -USE -CD 40() - MANUFACTURN( MARKT- LG-VAL 1133100 SELEi;TIKE CS - COSI LANG -VALUE 9PRO STATE-USEND 400 - MANUFAC:TURK, FiNAL-VALUE 6630600 BLOC, -VALUE 502900 MARKT-LD-VAL 077700 PARCLiST MASSACHUSETTS DOR PARCEL !D: 210/018.0-01/02-0000,0 VALUE HISTORY #1996 SELEL:T-SRCE CS -COST FINAL -VALUE 6630600 VALUE HISTORY #1997 SELECT-SRCE CS - COST FINAL -VALUE x630600 ***'* VALUE HISTORY #1448 SELEi:T-SRCE IN - TNCOME FINAL -VALUE 7595.300 xt** VALUE HISTORY #1999 SELECT-SRCE IN - INCOME FiNAL-VALUE 6546200 ***� VALUE HISTORY #2000 SELECT-SRCE IN - INCOME FINAL -VALUE 6546200 **** LAND # 1 LAND -TYPE P - PRIMARY STATE -USE -CD 400 - MANUFACTURNG VALUE-METHOL1 S - S90ARE-FOOT **** LAND # 2 LAND -TYPE U - UNDEVELOPABL STATE-115E-i:D 400 - MANUFACTURNG VALUE -METHOD A - ACRES **** COMMERCIAL SECTION # 10i STATE -USE -CG 400 - MANUFACTURNG USE -CATEGORY 3 - INDUSTRIAL 0ND-FL-AREA 233480 ;TORY -HEIGHT 1 PERIMETER 2478 81 DG-11LASS C - GLASS -C ROOFING TG - TAR -GRAVEL PARCEL LISTINt< SALE GATE: 0000 tCONTINUEW LAST UPDATED : fl/12i98 LANG -VALUE 9177/)0 BLDG -VALUE 5712900 LAST UPDATED : ili12i48 LAND -VALUE 917700 BLDG-VWJE 6112900 LAST UPDATED : 11/12i98 LAND -VALUE 1518100 BLDG -VALUE 6077200 LAST UPDATED : 3i I1i49 LAND -VALUE 1518100 8LDt -VALUE 0281110 LAST UPDATED 3/24/00 LAND -VALUE 1518100 BLDG -VALUE 5028100 LAST UPDATED it/i2148 SQUARE -FEET 976470 iONE i2 - NBHD-CODE 34 LAST UPDATED 1ii12198 ACRES 4.48 ZONE 12 - NBH[)-CODE 34 LAST UPDATED : llil2/98 EXT-WALL-TYP CB - GONCR-BLOCA NUM-OVRHD-DR 10 SECTION -CONI, A - AVERAGE TEAR -BUILT 19/1 EFF -YR -BUILT 1986 ECN-PCT-GOOD io RMAIN-PCT-GI) 58 XA- 07/05100 PAGE 8TATF-OSE-L:D 400 - MANUFAG URNG MARKT-LG-VAT_ 917700 STATE -USE -0 400 - MANUFACTURNG MARKT-Lii-VAL 917700 STATE -USE -CD 400 - MANUFACTURNi, MARKT-LD-VAL '1518100 STATE -USE -Cb 400 - MANUFACTORN( MARKT-LD-VAI 1518/00 STATE -OSE -CO 400 - MANUFACTURNG MARKT-LD-VAL 1518100 NdHG-/:LASS LARD-VAI.i)E L486-134 NBHD-CLASS 4 LAND -VALUE '.1360 RCN 817)6017i RCNLD 3848844 COST -BLDG 4848900 MEMO 482: GFA 216644-23348 0:P 2310-2478 0ARCLiST* MASSACHUSETTS DOR 1 PARCE4�0 : 2101078.0-0002-0000,0 K.r COMMERCIAL GROUP # 1011 i PARCEL LISTING SALE GATE: ()060 iCONTINUFG; LAST UPDATED 11112198 }Ittj5i00 PAGE 3 STATE -USE -CG 400 - MANUFACTURN(= FLOORING CN - CONCRETE PCT-SPRNKl RS ii)G 0SE-CODE 305 - INDUST-MFCTR PARTITIONS A - AVERAGE CONDITION A - AVERAGE SASE -FLOOR I CEILINGS OT - OTHER INCOME-METHG M - MANUAL BASE -FL -AREA «3480 PLUMBING A - AVERAGE -METHOD L-FEET NUM-FLOORS i LIGHTING A - AVERAGE GROUP -RCN 9602496 GRP -MEASURE 233480 HEATING -TYPE FA - FORCED -AIR MEMO 481: HFA 216644-23348 NUMBER -UNITS 0 PCT -HEATED i00 USEk-ELD-39 0 WALL -HEIGHT 24 GR.AGE A - AVERAGE U5ER-FLD-39 i COMMERCIAL SECTION # 102 LAST UPDATED ; 11112i98 STATE -USE -Cl) 400 - MANUFACTURNG ROOFING TG - TAR -GRAVEL RMAIN-PCT-GO 58 1ISE-(ATEGORY 3 - INDUSTRIAL EXT-WALL-TYP CB - CONCR-BLOCK RCN 1193004 GRND-F[-AREA 17.592 SECTION-COND A - AVERAGE RCNLL) 691945 STORY -HEIGHT i YEAR -BUIL,. 1971 COST -BLDG 691900 PERIMETER 574 EFF -YR -BUILT 080 BLDG -CLASS C - CLASS-(: ECN-PCT-GOOD 7(i �*** COMMERCIAL GROUP # 1021 1 LAST UPDATED ii/i2/98 STATE-USE-Cli 400 - MANUFACTURNG FLOORING CN - CONCRETE P(:T-SPRNXLRS 100 OSE -CODE 400 - OFFICE PARTITIONS A - AVERAGE CONDITION A - RVERAGE BASF -FLOOR i CEILINGS SP - SSPND-PANELS INCOME-METHD M - MANUAL BASE -FL -AREA 17.592 PLUMBING A - AVERAGE UNIT -METHOD S - SQUARE -FEET NUM -FLOORS I LIGHTINi A - AVERAGE GROUP -RCN 1236279 GRP -MEASURE 17542 HEATING -TYPE WC - WRMICOOL-AIR USER-FLD-39 1 NUMBER -UNITS 0 PCT -HEATED i00 WALL -HEIGHT i8 GRAOE A - AVERAGE **** COMMERCIAL SECTION # 105 LAST UPDATED ; 111112/98 STATE -USE -0 400 - MANUFACTURNG ROOFING Ti's - TAR -GRAVEL ECN-PCT-GOOD ii) USE -CATEGORY 5 - INDUSTRIAL EXT-WALL-IYN MI - METAL RMAiN-KT-GO 58 tIRND-FL-AREA X162 FRGHT-ELEVTR 2 RCN 399276 STOR'Y-HEIGHT 38.50 SECTION-COND A - AVERAGE RCNLL, 231580 PERIMETER 4.56 YEAR -BUILT 1471 COST -BLDG 251600 BLDG -CLASS S - CLASS'S EFF -YR - BUILT i960 MEMO -0846 S!E FY 99 T*** COMMERCIAL GROUP # 10.5% i LAST UPDATED : LIJ12i98 STATE -USE -CG 400 - MANLIFAi:TliRN15 FLO(iRi_NG UT -OTHER P(:T-SPRNKLRS 100 (ISE-(:OUE 111 - STIiR-MEL-8TG PARTITIONS N - NAMEt;UHD111OH A - AVERR[it BASE -FLOOR_ CEILINGS OT -OTHER INCOME-METHG M - MANUAL WASE -FL -AREA 38.50 PLiIMBi0G N - NONE 0NIT-MET80D S - SQUARE -FEET NUM -FLOORS 3 LIGHT16 A - AVERAGE GROUP -RCN 200162 tHP-MEASURE 11.550 HEATING -TYPE FA - FORCED -AIR MEMO -0846 S!E FY 99 NUMBER -UNITS 0 PCT-HEAIEL' 100 USEk-ELD-39 99 WALL - HEIGHT i4 tRADE FA - FAIR -AVERAGE *PARCLIST* MASSACHUSETTS DOR PARCEL ID: '210 078.0-02202-0000.0 **** INCOME SUMMARY # 1 iNCOME-METHD M - MANUAL UNIT-METHOO 7 - SQUARE -FEET TOT-LND-AREA 2L09 TOT -FIN -AREA 262622 C:AP-INCOME 6546200 HDD-LND-VAL 0 ADD-6LO-VAL 0 TOT-INC-VAL 6546200 MEMO ROA APPROX 25SF FY 9 9 CHG ING TO WORN, 60 -SEG -GRP! 10101 USE -CGDE! 305 - TNDUST-MFCTR ONIT-METHODi S - SQUARE -FEET GRP-MEASORE! 233480 RLDG-GLASS! C.: - CLASS -C CONDITION! A - AVERAGE. **** DETACHED STRUCTURE a 1 STRUCTURE AS - PAVING-ASPHT DET-STRU-GLS 5 - COMMERCIAL UNITS S - SWARE-FEET MEASURE -1 114000 EFF -YR -WILT 1984 **** DETACHED STRUCTURE 4 2 STRUCTURE C6 - FENC:E-CHLK-6 !WITS F - LAEAL-FEET MEASURE -1 3800 EFF-YR40 T 1984 **** DETACHED STRUCTURE � 3 STRLiC;TURE OT - OTHER UNITS F - LINEAL -FEET MEASURE -1 450 EFF -'YR- UIJ 1984 **** DETACHED STRUCTURE 4 4 STRUCTURE LI - LIGHT!HGAND UNITS G - COUNT MEASURE-! 6 EFF -YR -BUILT 1977 **** DETACHED STRUCTURE. 4 5 STRUCTURE SS - SILO -STEEL DET-STRIpch 4 - INDUSTRIAL UNITS P - CAPACITY MEASURER 9896 PARCEL LISTING: SALE DATE: 0000 iCONTINUEDi LAST UPDATED : lir 2199 PCT-RNIARLE! 12 loo UNIT -RENT! 61D-_SEG-GRP3 3,7.5 mc-LOS-PCTi 217 - STOR-MEI-STG 5 EXPENSE -PCI I GRP-MEASURE3 20 GAP-RAIEl :' - CLASS -G i2 CAP -INCOME! PC:T-RNTA81E3 5545150 Ri.i)-SEC:-GRP2 1.5 10201 USE-CODE2 400 - OFFIC:E UNIT-METHOD2 S - SQUARE -FEET GRP-MEASURE2 CAP-iNC:OME! 17592 BLDG-GLASS2 G - i:LASS-I CONDTTION2 A - AVERAGE PCT-RNTABLE2 lU0 UNIT-RENi2 8 VAC: -LOS -Pi.: T 2 .5 EXPENSE-PGT2 20 LAST UPDATED : 1!112i98 GRADE A - AVERAGE CONDITION A - AVERAGE PHY-PC:T-GOOD 50 RMAIN-PCT-Gig 50 **RC -N 225720 RANGE LAST WATED :11/12198 GRADE A - AVERAGE GONDITION A - AVERAGE PHi-Pt:T-GOOD 501 `!MAIN -PCT -GD 50 LAST UPDATED : ilil2198 GRADE A - AVERAGE CONDITION A - AVERAGE RMAi N -PC T -GD 92 RCN 450 LAST UPDATED : !!/!2298 GRADE A - AVERAGE CONDITION A - AVERAGE RMAIN-PCT-GD 88 RC'N 7230 LAST UPDATED : 11212/98 EFF-YR-RUii.I 198" GRADE A - AVERAGE CONDITION A - AVERAGE RMAIN-PGT-Gig 90 021(2.5/00 PALE ' 4 r GAP-RAIE2 12 CAP-INCOME2 891325 61D-_SEG-GRP3 1030! USE -CODES 217 - STOR-MEI-STG 0NiT-METHOD3 S - SQUARE -FEET GRP-MEASURE3 ii.55ii RLDG-C:LASS3 :' - CLASS -G CONDITTON3 A - AVERAGE PC:T-RNTA81E3 100 UNIT -RENTS 1.5 VAC -LOS -P03 5 EXPENSE-PCT3 20 GAP-RATE3 12 CAP-iNC:OME! 109725 **R(,,NL D 112860 RANGE DOST -BLDG 112901) MEMO 98C: M-1 63.000 - 214 ,000 RCN RCN L1) COST -BLDG RCNLD SCJLiND-VALLiE !;OST-RLDi MEMO RCHLO •USI_8LDG MEMO RC; N RCNLD GDST00 39292 19646 19600 4!4 li00G 11600 RRR RAIL ROAD SPUR 6362 6400 LDL! _8518 2.5666 2.5700 ;PARC L!ST MASSACHUSEIITS DOR PARi:EL�iD: 2101078,0-0002-0000.0 **t* DETACHED STRUCTURE # 6 STRUCTURE SS - SILO -STEEL DET-STRU-CLS 4 - INDUSTRIAL UNITS P - CUKITY MEASURE -1 9896 **** DETACHED STRUCTURE ; 7 STRUCTURE SS - SILO -STEEL DET-STRU-CLS 4 - INDUSTRIAL UNITS P - CHPACITY MEASURE -i 9896 SW OFACHED STRUCTURE 4 8 STRUCTURE SS - SILO -STEEL DET-STRIPCLS 4 - INDUSTRIAL KNITS P - CAPACITY MEASURE -1 4896 *0* DETACHED STRUCTURE 4 9 STRUC:TUR.E SS - SILO -STEEL DET-STRIi-CLS 4 - INDUSTRIAL UNITS P - CAPACITY MEASURK 9896 f"i DETACHEit STRUCTURE # 10 1 STRUCTURE SS - SILO -STEEL DET -STRIi-GLS 4 - HOUSTRIAL KNITS P - CAPACITY MEASORE-1 4896 **** DETACHED STRUCTURE # 11 STRUCTURE S5 - SILO -STEEL DET-STRINCLS 4 - INDUSTRIAL UNITS P - CHPHCTTY MEASURK 9896 ttt* DETACHED STRUCTURE # 12 STRUCTURE SS -SILL-STEEi_ DET-STR(POLS 4 - 0DUSTRIAL UNITS P - CAPACITY NEASURE-i 9896 *T** OETACHED STRUCTURE 4 15 STRUCTURE SS - SILO -STEEL DEI-STRU-(:LS 4 - INDUSTRIAL UNITS P - CAPACITY MEASURE -1 98% PARCEL LISTING SALE DATE: MOO (CONTINUED; LAST UPDATED : 1ii12198 EFFOR-BI 0 1980 GRADE A - AVERAGE CONDITION A - AVERAGE RMATN-PCT-Gil 90 LAST UPDATED : 11h2198 EHOR-BUIL T 1980 GRADE A - AVERAGE CONDITION A - AVERAGE RMATN-PCT_Gl,, 90 LAST UPDATED : 1111208 EFF -YR -BUILT 1980 GRADE A - AVERAGE WITH A - AVERAGE RNH1N-PCT-ISD 90 LAST UPDATED : 11.112198 EFF -YR -BUILT 1980 GRADE A - AVERAGE CONDITION A - AVERAGE RMHIN-PCT-GD 90 LAST UPDATED 1012i98 EEE-YR.-BUILI 1980 WOE H - AVERA F CONDITION A - AVERAGE RMA.I N -PC I -GD 90 LAST UPDATED : 1012/98 EEE -YR -BUILT i980 GRADE A - AVERAGE CONDITION A - AVERAGE RMRIN-PC T -! D 90 LHST UPDATED : 1112/98 EE; -YR -BUILT 1980 TRADE - AVERAGE CONDITION A - AVERAGE RMHIN-PG1-GD 90 LAST UPDATED : li/l2i98 EF-YEBUIL T 1980 GRADE A - AVERAGE CONDITION A - AVERAGE RNHINK ab 4(r RCN RC;NLD COS T -RDD RCN RCNLD COST -BLDG RCN Rchl) COST -BLDG RCN R. CN L D COST -AUG RCN RC N. COST -81O RCN RCNLD COST-NLUG RI:N RCNLO CAST -81 OG lJ(!l) iOO PATE 5 28518 25666 25100 28518 25666 25700 28518 25666 25700 28518 25666 25700 28518 2566x; 25700 28.518 25666 25(00 28518 25666 25700 8:518 25666 25700 4«469 MASR6«9iDON. 6&E d9d§ ARE ID: SgCER§62 H10 9J G2:0000 k6gW6, #g DETACHED STRUCTURE 14 GTA UPDATED :Ad29 UNCTURE 9-%9936 RF -9 -WILT 89 RR9md5 4-529£4 GR,aE. 4 -AVERAGE UNITS P-9HC9 G$S9N § - AVERAGE #RRRI 98 RQeRISB 9 R# DETACHED Gg9q[# 5 Gg 9&J§:8529 9699E > S-23546 RR@ -6&I 196 yRg&7J 4-#2964 GRADE § - QED E UNIT; P -CAPACITY GyRmN A - HE E #RRRI . 900 RQRRRg « #R J9R8 gq\a[# 6 Gg 9&J§:AdMH 9696[ 7 -%#-RE GRADE A - RETE JR9«+J 4-569«4 CONDITION A -RElAE 9113 § - &EONS RARER% R 4«361 246e RGN 3263 659426 A3 k£u 290I THE PRECEDING ¥«E HAS eSERIOUS ERRORS AND 2¥#a%. DEN g%a «#N J6& Qg49§ 8&a «¥ 2858 %ta 86& CON -hot; 3&a 9943§ g9§ #6 2136 GALLON GR IANK: 11 � » K