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Miscellaneous - 350 HOLT ROAD 4/30/2018 (4)
0 f NQ FD 039jDate ..... (. .... ,� r TOWN OF NORTH ANDOVER RECEIPT I— I This cert es that.. , .../ . ..... has paid....................................................... ...... ... .. .. ............ for .... I:e ... ..... ........ ............................ Receivedby ......... .... ..................................................... Department ..... A4 . ..... WHITE: Applicant CANARY: Department PINK: Treasurer permit ncuu�eus r.iecrprovide one Amendments 527 CMR 12.00 § Rule 8: In accordance-with the provisions of M.G.L. c. 143, § 3L, the j a lication form to notice of installation of wiring shall be uniform throughout the Commonwealth, and applications shall be filed " on the prescribed form. After a permit application has been accepted by an Inspector of Wires appointed pursuar* S"' § 32, an electrical permit shall be issued to the person, firm or corporation stated on the permit application. Such Bible for the notification of completion of the work as required in M.G.L. c. 143, § 3L. ` Permits shall-be limited as to the time of ongoing construction activity, and maybe_deemed-by-the.'_� abandoned.and_invalid.if he—_ .. _ or she has determined that the authorized work has not commenced or has not progressed during the preceding 12-month period. Upon written application, an extension of time for completion of work shall be permitted for reasonable cause. A permit shall be terminated upon the written request of either the owner or the installing entity stated on the permit application. ❑ The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of 2010 and extended by Sections.74 and 75 of Chapter 238 of the Acts of 2012. The purpose of this act is to promote job I p j growth and long-term economic recovery and the Permit Extension Act furthers this purpose by establishing an automatic four-year extension to certain permits and licenses concerning the use or development of real property. With limited exceptions, the Act automatically extends, for four years beyond its otherwise applicable expiration date, any permit or approval that was "in effect or existence" during the qualifying period on August 15 08 and extending"through August 15, 2012. ule 8 — Permit/Date Closed: ` *** Note: Reapply for new per wfrl ❑ Permit Extension Act — Permit/Date Closed: i t 99%4 Date..........3........................ .t TOWN OF NORTH ANDOVE. r PERMIT FOR WIRING This certifies that ............................................ '�I � ............................... has permission to perform ..., ................. ............................ ....... wiring in the building of ..... .........`t .................................. MSG?- ....... f NorthAndover, Mass. Fee................. Lic. No. ..SL/7............ ............ ................... tr.... . . ELECtRICA'LINSPECTOR Check # ✓ b C.onu wwwahlh. of Madsarlut caffi � Official Tse Only Aparfntenf o1,}im �aruicae Permit N0. _ BOARD OF FIRE PREVENTION REGUt ATIONS Occupancy and Fee Checked Occupancy (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code ), P7 CMR 1' Oo ( �'• � a (PLEASE PRINT K OR TYP flLL INFO IATION) Date: C,5110111R'!E arAr City r Town is i�l�=f� ! To the I ect r of ffrires: By this application a dersigned gives notice of his gr her intention to perform the electrical work described below. Location (Street & Number) Owner or Tenant GY/���' i4.►i Telephone No.Xylll - Owner's Address Is this permit in conjunction with a b9ping permit? Yes ❑ No ,8 (Check Appropriate B7) Purpose of Building /ito' �j� Utility Authorization No. Existing Service/ Amps �1 / Vplts Overhead ❑ UndgrdN No. of Meters New Service Amps ! Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: r'nn—jw,nn nra- No, of Recessed Luminaires No. of CeiI: Susp. (Paddle) fans- No. of Total Transformers �—' ICYA No. of Luminaire Outlets No. of Hot Tubs -r— Generators ICVA No. of Luminaires �— Swimming Pool Above In- nd,Battery o. o Emergency Lighting Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones ----- No. of Switches No. of Gas Burners ---- o. of Detection an Initiating Devices No. of Ranges — No. of Air Cond...�---� Tots --. Tons No. of Alerting Devices g No. of Waste Disposers beat ump Totals: Number I Tons I K o, of el[ ontained Detection/Alerting Devices No. of Dishwashers Space/Area Heating ICW Lo n Municipal is pti n--B-"er No. of Dryers Heating Appliances `�,V _�-�'"-IC Security Systems: No. of Devices or Equivalent No. of Water Heaters "'—'' ICW "� No. of No. of Si s �' Ballasts Data Wiring: �---� No. of Devices or Equivalent No. Hydromnssage Bathtubs No. of Motors ----Total HP Telecommunications Wirin: No. of Devices or 1C uiva ent OTHER: 7J �rr Attach additional detail ifdesired, or as required by the Inspector ofIFires. Estimated Value of pec 'cal Work: /o1�j 000. OC (When required by municipal policy.) Work to Start:Inspections to be requested in accordance with MEC Rule 10, and upon completion. .......... ........................ -INSURANCE O - GE: --Unless waived-by-the-owneri no-permitfor-the-performance of electrical -work -may -issue unless - 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 same to the permit issuing office. CHECK ONE: INSURANCE BOND [3OTHER❑ (Specify:) I certhl, cinder the paius an penalties of perjury, applicaflon fs true and coniplete. t1--",-,. -- -7 - -Laterstate iuectna t, berv3-ces L�=. Lrcensee �.° -Pasguale;A. Ali:brandi Signature (Ifapplicable, enter " p."in he li se un er nQ,� Address: 7t r t" C6ve�oa , . iller-ica MA.'01862 LIC. NO.: A-5217 _ LIC. NO.: Bus. Tel. No. --978-947-781-30 Alt. Tel. No *Per M.G.L. c. 147, s. 57-61, security work requires Department of Public Safety "S" License: Lic. No. OWNER'S INSURANCE WAIVER: 1 am aware that the Licensee does not hm a the liability insurance coverage normally 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. PERAET FEE: SIR -4.— An 7 6 U :j Date...3- is-- ./ � ....�-- .o TOWN OF NORTH1N VER PERMIT FOR GAS IN' ALLATIO This certifies thatL. ....��/... , has permission for gas installation in the buildings of at .3.... . ... , ,North Andover, Mass. Fee. 8`S.... Lic. No............. ........................ GAS INSPECTOfi Check # 901-7 I t „A FIXTURES MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GAS FITTING W City/Town: MA. ate: � Permit# _ Building Location: V OC Owners Name: 4 ct Type of Occupancy: Commercial Educational ❑ Industrial ❑ Institutional ❑ Residential ❑ New- Alteration: F-1Renovation: E] Replacement: E] Plans Submitted: Yes El No F1 FIXTURES INSURANCE COVERAGE: I have a current liabigly insurance policy or its substantial equivalent which meets the requirements of MGL. Ch. 142 Yes ❑ No ❑ If you have checked Yes, please indicate the type of coverage by checking the appropriate box below. 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 Massachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only ❑ Signature of Owner or Owner's Aaent Owner El Agent By checking this box ❑; 1 hereby certify that all of the details and information I have submitted (or entered) regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and jnstallati rformed under the perm' d for t application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code ndZftPterU2 of the eneral ; / By Title City/Town )e of License: Plumber Gas Fitter journeyman LP Installer Signature of Licensed PlumbiffiGas Fitter License Number: oh W Y 2 Z U U W m= O w W J >. U x H CO O= O E 0 Z H W CO Z m O Lu Z d H W W W X N W W V W W CO W Z Q = W 0 w D FW. W 0=� Z V o � U W Z W> J H H O Z J 0 LL N = W 1.2 W WW W WV r Z U - W D cn -jQ = Q _ M � W O O z � 0~ � H > > Z > � C Z D j=i 0 0 a. FW- ki SUB BSMT. BASEMENT 1 FLOOR 2 Nu FLOOR 3 FLOOR 4 FLOOR 5 FLOOR 6 FLOOR 7 FLOOR 8 FLOOR �' Che k One Only Certificate # Installing Compan Name: CJ t Address: k -O S City/Town: VC t4 State: orporation 20�,/Partnership ❑ Business Tel: 9 ��"- in V> ' �� Fax: —4 — [1 Firm/Company Name of Licensed Plumber/Gas Fitter: 6Yj 1- 7;— INSURANCE COVERAGE: I have a current liabigly insurance policy or its substantial equivalent which meets the requirements of MGL. Ch. 142 Yes ❑ No ❑ If you have checked Yes, please indicate the type of coverage by checking the appropriate box below. 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 Massachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only ❑ Signature of Owner or Owner's Aaent Owner El Agent By checking this box ❑; 1 hereby certify that all of the details and information I have submitted (or entered) regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and jnstallati rformed under the perm' d for t application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code ndZftPterU2 of the eneral ; / By Title City/Town )e of License: Plumber Gas Fitter journeyman LP Installer Signature of Licensed PlumbiffiGas Fitter License Number: oh 9665 Date ...... 1:7:4..::A'40 ...... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ...... 4�RO&l ......... ! t '—� 4�-7. C .................. has permission to perform ...... . .......................................................... wiring in the building of ...... �*OsPg..P4,44, t ......................... at .....qN-1-16 .................................. North Andover, Mass. Fee... �� Lic. No/&!.Z. ............. ............ ;e CA L 1IW C Check # -C\ Commonwealth of Massachusetts Officiiaa�l Use Only rw Permit No. _ /��1 FJ R Department of Fire Services BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 1/07] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 52CMR 12.00 (PLEASE PRINT W INK OR TYPE ALL INFO TION) Date: - c- L City or Town of: To the Inspector of Wires: By this application the undersied givesnot' a of his or er intention to perform the electrical work described below. Location (Street & Number) 3s // 0 x'10 1T !� Owner or Tenant CV VcSDAS a✓ �v4��� Telephone No. Owner's Address 7 s vim Is this permit in conjunction with a building permit? Yes No ❑ BLDG PERMIT # 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: ` o 6 CJT-t Ic,� � 1 c t�1-T 1- 1 Com- o No. of Recessed Luminaires �•••r•�••�•• •���«�.�.� No. of Ceil.-Susp. (Paddle) Fans uue muy ue wuty oy the inspector of wires. No. of Total . Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminaires Swimming Pool Above ❑ In- ❑ 0.0 mergency ig mg rnd. rnd. BatteryUnits acle Outlets No. of Oil Burners FIRE ALARMS No. of Zones es FofRanges No. of Gas Burners No. of Detection and Initiating Devices No. of Air Cond. TonsToia- No. of Alerting Devices No. of Waste Disposers Heat Pump Number .Tons KW No. of Self -Contained Totals: "' DetectLn/Alertin Devices No. of Dishwashers Space/Area Heating KW Local Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems:* No. Devices No. of Water Heaters' No.of of No. of or Equivalent Data Wiring: --JNo. Signs Ballasts No. of Devices or E uivalent No. Hydromassage Bathtubs 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. Estimated Value of Electrical Work: 400 (When required by municipal policy.) Work to Start: I S-A- / P Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such co erage is in force, and has exhibited proof of same to tbp permit issuin office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) / P/L y�j �� t 1 I cert, under th dins andpenalties ofper ury, that the information on this application is true an completes Cy FIRM N e--�p „` Pe- CT✓i C LIC. NO.: Licensee: e ✓6 LN Signature LIC. NO. Address applicable, enter "mpt" the lit nse tuber ' e�,� wb� Bus. Tel. No��� 3 p�- y 1�� Alt. Tel. No.: *Per M.G.L. c.147, s. 57-61, security work requires Departme t of Public Safety "S" Licen LIC. NO.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally 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. $ ELECTRICAL PERMIT NO. INSPECTION REPORT: ELECTRICAL INSPECTOR - DOUG SMALL/ 1. ROUGH INSPECTION: Passed —Failed — [ ] Re -inspection required ($50.00) - [ ] Inspectors' comments: d - h , (Inspectors' Signature - no initials) Date 2. FINAL INSPECTION: Passed Failed — [ ] Re -inspection required ($50.00) - [ ] Inspectors' comments: (Inspectors' Signature - no initials) Date 3. UNDER GROUND INSPECTION: Passed — [ ] Failed — [ ] Re -inspection required ($50.00) - [ ] Inspectors' comments: (Inspectors' Signature - no initials) Date 4. INSPECTION — SERVICE: DATE CALLED NATIONAL GRID: NAME: Passed — [ ] Failed — [ ] Re -inspection required ($50.00) - [ ] Inspectors' comments: (Inspectors' Signature - no initials) Date 5. INSPECTION -OTHER: Passed — [ ] Failed — [ ] Re -inspection required ($50.00) - [ ] Inspectors' comments: (Inspectors' Signature - no initials) Date DOOR TAGS ARE TO BE FILLED OUT AND LEFT ON SITE IF THE AREA TO BE INSPECTED IS NOT ACCESSIBLE AND A RE -INSPECTION OF $50.00 IS TO BE CHARGED. The Commonwealth of Massachusetts Department of Industrial.Accidents Office of fInvestigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Buuilders/Contractors/FIectricians/1Plumbers Applicant Information /— Please Print Legibly NaTrie(B.usiness/Organization/Individual): ��/ (.�Gqf/ l (� Address: 25b C e�,G 4 gob City/State/Zip:�� Phone #: l ZE Are you an employer? Check the appropriate box: 1. ❑ I am a employer with 4. ❑ I am a general contractor and I mployees (full and/or part-time).' have hired the sub -contractors .2 am a sole proprietor or partner- _ship listed on the attached sheet. ✓ and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 3. ❑ I am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, § 1(4), and we have no insurance required.] i employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling . 8. ❑ Demolition 9. ❑ Building addition 10.❑ Electrical repairs or additions 11.❑ Plumbing repairs or additions 12.0 Roof repairs 13.❑ Other *Any applicant that checks box 41 must also fill out the section below showing their workers' compensation policy information. T Homeovrners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. lain an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site Information. Insurance Company Name: Policy # or SeIf-ins. Lie. #: Expiration Date:. Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy ofthis statement may be forwarded to the Office of Investigations of the DLA for insurance coverage verification. X do Hereby r � u der e grins andpenaldes ofperjury that the information provided above is true and correct. Si ature: Date: v� Phone #: q�Z? g c((( -y Official use only. Do not write in this area, to be completed by city or town official. City or Town: PerrnitUcense Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. EIectrical Inspector 5. Plumbing Inspector 6. Other 11 Contact Person: Phone N: 11 Page No. of Pages r a ALBERTA & BALBONI CONSTRUCTION 1.087 LICENSED & INSURED 17 Cheever Avenue �+ SAUGUS, MA 01906 (781) 789-3604 PROPOSALSUBMITTE /TA p t PHOnNED r7 DATE fr ST ET JOB NAME f�Lo p c Fps CITY, STA JOB LOCATION 4 .vo ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: /•C 0 1v pv � L_ A( i'z.F,>,'Iv & f j_ R /�7 ` -r -5 p � �-- r ' p c, �R E rr o v r 1 L E A- , "S T c..' t,� /-4 LL .S i i c ^-i , G v T T/4 CC lv`CMe� &/V c /' E -7- JZ a R T a ff c�e--O Yt /4 T e Ive 4 RE ry67VE f�L� TF�AH - 7 G A N P N -r R 7= / SNS -7 ACL �zr�j 7 e T< P a F /� /�' o(,/iep9e Nee D fl r 7i� � ' Jar •^� i C tr�'oUNU F!'2 L V r �C NCI�� 5 f C'���"z i2A(f , Po L/ c'r�nrci2e TC `TG' /4 --r c 14 Fir -5 7— r �/�. !ate 1 4Z L NC zl . S'',t•U�rr t!of7/� X25,'/4 L T/1- ,V9r}R'-Y-) 7-t'.e E- fid oV 'N S 7 14 L L, 4 `/fir 4 r//i �5 7-14 ,,L/ .014 /t' .0 LA:=- j /- 4 ,�-' (z Z> v r /A 1- L /4 (: r /4- .S IV T / ' N G ^,ti' `r c � �'� ,' N � � %� %� � �%F r r /Lz T- T R N U kt, /$ L L IX/ H f PY L/ r r E , ',v 6 , c ,� -r 6. i+ �', "v' s n�D r lc> >4 sc',�. S f` %' L c7' c c o .-1 -- i r e. N C 4 4 L" T- o �> �) � r /✓ r - .S �{ QL U M j j � ' ,tom � e 5 rJ l CIV € , .�✓ s .7" /SLC .,r � r ,G t .r� �i _s I .� 7-S a� f! � i 1 er— U ' i' ' � /'i �. fry !V �' /7 ,� � —} .. We P oopOSe hereby to furnish material and labor —complete in accordance with above specifications, for the sum of Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. dollars ($ Authorized Signature Note: This proposal may be withdrawn by us if not accepted within Acceptance of Proposal— The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the Signature work as specified. Payment will be made as outlined above. Date of Acceptance: Signature days. oft ® O A Page No. <R—' of Pages ALBERTA & BALBONI CONSTRUCTION LICENSED & INSURED 17 Cheever Avenue =77-2-216 SAUGUS, MA 01906 (781) 7899-3604 PROPOSAL SUBMITTED TO PHONE DATE /4 STREET JOBNAME c►tetUSA Pr r< Ffff CITY, STATE and ZIP CODE JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: P I'Al� T de - L IV 11 -le f- /3 n,' C r} c C) u A, Te J2 A L L_ :5- 7/,1 s,/ ..Di4 % -o l% F- 6' A L h' C ,' � T tX� rte G 7" o i s a r r r} T C ~ /UEtt- it o,-, -r- ,'N S i J[ / SCr ,`Tc'tfCJ n r�)E'mss f iaZ Il /L L PPL .� E `_rte L7- CAI', V r C j: r � ,' r'✓ � y�/� �'t'_ LS �'e�7� UC ,.51-/ec {�Ck f FF LA:,//1LL.S th 1-7o v Trz,.4 F 1-? C, /7 r 5 r T2 1F iv� >'NSi f� LL the cx- r S r tx-- if2_ s !z C /-r ivr ik.t4 /-I- -r/'4 .I7 "i" f'e ,� �- :� Pv v �� r� S e ►F r N r� N r S ,- ,D J`1 5 /`i .� c, �� r A ' � � �'' � i` -r � � � fz C , ' rl L r i i iV D4 /[y 7"-, f` G f Pao ✓ , J�,,}< %i- 4 C. A i r� r ✓/G� 7 1 /" �: n �Y1 1� f/ i,.rf? L i." %� �" _� r� �� (., /�%r �'L�l� % r` j q % ... ���] f . u ��/ We Propose hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: Payment to be made as follows: Wars ($� ��Lle) I �11 i All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications Authorized involving extra costs will be executed only upon written orders, and will become an extra Signature charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our Note: This proposal may be workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days. Acceptance of Proposal— The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the Signature work as specified. Payment will be made as outlined above. Date of Acceptance: Signature e ® o Q o O Page No. of ,4 Pages ALBERTA & BALBONI CONSTRUCTION LICENSED & INSURED 1089 17 Gheever Avenue =� SAUGUS, MA. 01906 (781) 789-3604 PROPOSAL SUBMITTED TO PHONE DATE STREET '� JOB NAME C i� L/ 5, CITY, STATE and ZIP CODE JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: ? - z! /} fZ i% Lv� v r ' G ✓A/i= L " ��OLh C/V 5Tc 4 o f r �� 7� C�-H FD L/ /,./ D � f: !} .) . 14 nr !> © 7` /� _ 'v S .7 /t C yzqa% 4• Tf�I frrr -' Pyr rt'�G- y'P f'� IC ix� kA,'l LL ,J L.0�c'oh7- ---- T' To A/ `,L f! T r' , tr L t, AT i} Q (Z 3 6)o %—/f G !� �rK �v ;- P; ,v�',.. G_ Tom•-�,���� r��ca�{ S i < i % l -! l /`j /✓G sf t N : S % %� L L /V i L -C_ t'r. I 'AID�...- cr 'AlE 7- f< ?/4, 'T i /✓,% G { ✓r. c v if T- +T /� t -t/" ea L S HA 7 - We Propose hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. dollars ($ Authorized Signature Note: This proposal may be withdrawn by us if not accepted within Acceptance of Proposal— The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the Signature work as specified. Payment will be made as outlined above. Date of Acceptance: Signature days. Page No. oft Pages S ALBERTA & BALBONI CONSTRUCTION LICENSED & INSURED 1090 17 Cheever Avenue �_= a SAUGUS, MA 01906 (731) 733-3604 PROPOSAL SUBMITTED TO PHONE DATE IqNr 10-6-10 STREET JOB NAME CITY, STATE and ZIP CODE JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: r 7-/Y 0I17� �E r,v ' 7-/' F �G 7"' G C N f r t 7o~- �cic u- �N, T TO S friCJ,f 7"� rl /} ,v , ' 7- r" r= S V 4 "' " 7- : e 7-0 r I LL 6a1 All- w/FGE �7�. L C u /V! S 7-/l 4 t We Propose hereby to furnish material and labor f complete in accordance w h a ove spec2ca io'rt a#o the sum of: Payment to be made as follows: dollars ($ 6-1 All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. Authorized A/ Signature _ / / 1 it ✓ (f/ `r!t-' r � Note: This proposal may be withdrawn by us if not accepted within days Acceptance of Proposal— The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the Signature work as specified. Payment will be made as outlined above. Date of Acceptance: Signature F r. I ' I I i � �- -Nl.- I � �+ I ; i I I I _ OAA -I 88L_G Date. 0/ �.. . .�� TOWN OF NORTH ANDOVER .�.� --•.-'• hoc p PERMIT FOR PLUMBING / r . This certifies that ... (f< .". � �l�e H ! ."!.y.... 0� ........... has permission to perform ....../!1e.h. P. !-. �'?.'. ` ............ . plumbing in the buildings of .. Li. at ... ........... . North Andover, Mass. Fee. 1?.3 .... Lic. No.. .�.� t/ �.�. PLUMBING INSPECTOR i Check # / (/ 7 6 FIXTURES MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING City/Town: Alor /h -Ao/ Vel , MA. Date: / — V— // Permit# Building Location:_55-0 N04 RCI- Owners Name: erg5otder' Fapef 1� Type of Occupancy: Commercial [ Educational ❑ Industrial ❑ Institutional ❑ Residential ❑ New: ❑ Alteration: ❑ Renovation: Replacement: ❑ Plans Submitted: Yes ❑ No ❑ FIXTURES INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL. Ch. 142 Yes [�J No E]If you have checked Yes, please indicate the type of coverage by checking the appropriate box below. �V 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 Massachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent F- gnature of Owner or Owner's Agent 1 hereby certify that all of the details and information I have regarding this application are true and accurate to the best of my nnowieage ano inat all piumoing worK and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. By Type of License: Title Plumber Sign e ure of Licenefd Plumbqr City/Town Master / 3 1/.35- APPROVED OFFICE USE ONLY []journeyman License Number: DEDICATED Z SYSTEMS N ul H W Y Z O W Z fn d at Z ==LU C N J Q = H N W Z Q W W z H W N H ca C O F G a = H •••� W a Q 3 D Q w n Q Z 0: O 0 W p W Z W MZ Z ac LL ae LU oil O W 3 Q Q y d 0 0 c o i O g g 0. = 0 Q M Ln Q Q Q Z 0 in W 0 Q Q a co m LL s Y oc in � r- 3 3 3:1 1 1 ¢ 0 0 3 SUB BSMT. BASEMENT 1sT FLOOR 2. 2. 2 1 2"D FLOOR 3RD FLOOR W" FLOOR 5T" FLOOR 6T" FLOOR 7T" FLOOR 8T" FLOOR Installing Company Cen4tnnia( Plum&na LLC Check One Only Certificate # Name: Q3i 030s3 ❑ Corporation Address: &ock4ingl kaw L4 City/Town: Ondo ildEfri State: ❑ Partnership Business Tel: (&03)234-4I8ii Fax: [%Firm/Company Name of Licensed Plumber: M ayi ad ULLY-en6o INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL. Ch. 142 Yes [�J No E]If you have checked Yes, please indicate the type of coverage by checking the appropriate box below. �V 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 Massachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent F- gnature of Owner or Owner's Agent 1 hereby certify that all of the details and information I have regarding this application are true and accurate to the best of my nnowieage ano inat all piumoing worK and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. By Type of License: Title Plumber Sign e ure of Licenefd Plumbqr City/Town Master / 3 1/.35- APPROVED OFFICE USE ONLY []journeyman License Number: /02LOM72171 17 Wt: 515 MROCKINGHAM RD J � � } ; / / | CENSED AS A MASTER PLUMBER ISSUES THE ABOVE LICENSE TO IN Ll ' LONDO /93 ROCKINGHAM ROAD | 13435 05/01/12 78634 ` � / / 0 The Commonwealth of Massachusetts Department of Industrial •Accidents Office of IMestigations 600 Washington Street Boston, MA 02111 UV www.mass.gov/dia Workers' Compensation Insurance Affidavit: Biiilders/Contractorsi Electricaaias/.Plumbers Applicant Information Please Print Legibly Name (B.usiness/Organization/Individual): yen-ienrN t -O 1 Yl(, mb t nup\ L L L Address: q 3 R cc k i_r A ka m Rd - City/State/Zip: IBJ r1-dcg rLd e r -r Lq, N9 0305 3 Phone #:� Are you an employer? Check the appropriate box: 1. ❑ Iam a employer with 4. 111 am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. I am a sole proprietor or partner- listed on the attached sheet I ship and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 3. ❑ I am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, § 1(4), and we have no insurance required.] i employees. [No workers' comp. insurance required.] Type ofproject (required): 6. ❑ New construction 7. ❑ Remodeling . 8. E❑ Demolition 9. ❑ Building addition 10.❑ Electrical repairs or additions 11.Plumbing repairs or additions 12. Roofrepairs 13.❑ Other *Any applicant that checks box 41 must also fill out the section below showing their workers' compensation policy information. ►` Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new'affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. lam an employer that isproviding workers' compensation insurancefor my employees Below is the policy and job site information. Insurance Company Policy # or Self -ins. Lic. #: Expiration Date: lob Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500:00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy ofthis statement maybe forwarded to the Office of Investigations of the DIA. for insurance coverage verification. X do fierqbv cert u.#det thepains c peny�ties ofperjury that she information provided above is true and correct. 0 2 ) ), 3 y-- // Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License Issuing Authority (circle one): I. Board offfealth 2. Building Department 3. City/Town Clerk 4. ElectricalInspector 5. Plumbing Inspector 6. Other ContactPerson• Phone /ACORO® DATE (MMroD/YYY1� `.� CERTIFICATE OF LIABILITY INSURANCE 9/15/2010 PRODUCER (603) 432-6414 FAX: (603) 432-3852 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Financial Insurance Services Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 950 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW_ (,Terry NH 03038 INSURERS AFFORDING COVERAGE. NAIC # INSURED INSURER A: Merchants Insurance Co Centennial Plumbing & Heating LLC INSURER B: Hartford Insurance Company 93 Rockingham Road INSURER C: Londond rry NH 03053 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTAN DING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED -HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' LTR - TYPE OF IhISURANCE POLICY NUMBER _ POLICY EFFECTIVE POLICY EXPIRATION ' — --�— DA M D DAM GENERAL LIABILITY (MMIDDAfYM LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 AMAGE O NTEO A PREMISES Ea occurrence $ 50U _5/26% - -MADEX -OCCU 9094-507— — _ -"CLAIMS- -- -000 "-5/26/ 2010 __ - MED EXP (An one person) $ 15,000 PERSONAL & ADV INJURY $ INCL GIRL AGGREGATE LIMB' APPLIES PER: GENERAL AGGREGATE $ 2,000,000 pRa X POLICY LOC PRODUCTS -COMPIOPAGG $ 2,000,000 AUTOMOBILE LIABILITY ANY AUTO . COMBINED SINGLE LIMIT (Fa accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ (Per person) HIRED AUTOS NON-0OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ - OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS 1 UMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION $- AND EMPLOYERS' LIABIUTY YIN WC STATU- OTH- ANYOFF PROPRIETOR/ OFFICER/MEMBER IXCLUDED? EXCLUDED? jMd,dtorybeundn NH) - - E L EACH ACCIDENT $ lOO OOO 04WECD07223 tf yes, describe under 12/15"/2009 12/15/2030 - E.L.OISEASE-EAEMpLO $ 100 SPE CIAL PROVISIONS below - 000 OTHER E.LDIS EASE -POLICY LIMIT $ 500 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION FOR OFFICE USE ONLY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. _ AUTH:raga�a/PATZED RRESENTATIVE SamACORD 25 (2009/01) INS025 (zooso1) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD June 2010 North Andover Board of Health 1600 Osgood Street Suite #20 Bld #2-36 North Andover, Ma. 01845 Haulers Permit # EIVED BHP -2010-0326 BHP -2010-0327 FJUL -� Andover Septic Service 58 South Kimball Street Bradford, Ma., 01835 Installers Permit # BHP -2010-0422 Date Name & Address TOWN OF NORTH AN COMMENTS HEALTH DEPART 06/03/10 Elisenbert 22 Carlton Ian 1500 Good 06/07/10 Tomasino 115 Laconia circle 1500 Good 06/07/10 Periathmbly 2201 Salem street 1500 XX solids 06/14/10 Perry 131 Pheasent brook 1500 Good 06/14/10 Driscol 110 Forest street 1000 Good 06/16/10 Mccarthy 71 Candlestick 1500 XX solids 06/16/10 Caselden 48 Patton lane 1500 Good 06/17/10 Checkoway 215 Old cart way 1500 Heavy 06/21/10 yang 400 Sharpers pond road 1500 Good 06/22/10 Ferres 31 Oxbow circle 1500 Good 06/23/1 o Eddy 886 Salem street 1000 Good 06/23/10 Falares 97 Bradford a 1500 XX solids 06/23/10 Daley 199 old cart way 1500 Good 06/24/10 Garg 155 Laconia circle could not find tank 06/25/10 Willimason 356 Rea street Good 06/28/10 Crusader aper 350- o road 00 Goo ?67Sj4.)41/, o 06/29/10 Miller 217 Gary street H o- L"r 1500 Good 06/29/10 Arglana 1532 Salem street 1500 Good • I milli s rye Standard Form of Agreement Between Owner and Design -Builder— Lump Sum This document has important legal consequences. Consultation with an attorney is recommended with respect to its completion or modification. This AGREEMENT is made as of the Sixth day of October in the year of Two Thousand and Seven by and between the following parties, for services in connection with the Project identified below. OWNER: DESIGN -BUILDER: PROJECT: Holt Road Realty, LLC 350 Holt Road North Andover, Massachusetts 01845 Channel Building Company, Inc. 355 Middlesex Avenue Wilmington, Massachusetts 01887 18,000 SF Addition Crusader Paper Company, Inc. 350 Holt Road North Andover, Massachusetts 01845 In consideration of the mutual covenants and obligations contained herein, Owner and Design -Builder agree as set forth herein. Standard Form of Agreement Between Page 1 Owner and Design -Builder — Lump Sum 11/2006 version Channel Building Company, Inc. Article 1 Scope of Work 1.1 Design -Builder shall perform all design and construction services, and provide all material, equipment, tools and labor, necessary to complete the Work described in and reasonably required from the Contract Documents. Article 2 Contract Documents 2.1 The Contract Documents are comprised of the following and by this reference incorporated herein and made a part hereof: .1 All written modifications, amendments and change orders to this Agreement issued in accordance with Channel Building Company's Standard Form of General Conditions of Contract Between Owner and Design -Builder (11/2006 version) ("General Conditions of Contract"); .2 This Agreement, including all exhibits and attachments, executed by Owner and Design - Builder; .3 Written Supplementary Conditions, if any, to the General Conditions of Contract; .4 The General Conditions of Contract; .5 Construction Documents prepared and approved in accordance with Section 2.4 of the General Conditions of Contract that have been accepted by Design -Builder as part of the work under this Agreement; .6 Design -Builder's Notable Exclusion List, if any, contained in Design -Builder's Proposal, which shall specifically identify any and all deviations from Owner's Project Criteria; .7 Owner's Project Criteria; .8 Design -Builder's Proposal, except for the Notable Exclusion List, submitted in response to Owner's Project Criteria; and .9 The following other documents, If any: (Identify, for example, Unit Price Schedules, Design -Builder's allowances, Performance Standard Requirements, Owner's Permit List and any other document Owner and Design -Builder elect to make a Contract Document) 1. Drawing List 2. Scope of Work 3. Exclusions 4. Miscellaneous Notes 5. Schedule of Values 6. Alternates 7. Insurance Certificate Standard Form of Agreement Between Page 2 Owner and Design -Builder — Lump Sum 11/2006 version Channel Building Company, Inc. Article 3 Interpretation and Intent 3.1 The Contract Documents are intended to permit the parties to complete the Work and all obligations required by the Contract Documents within the Contract Time(s) for the Contract Price. The Contract Documents are intended to be complementary and interpreted in harmony so as to avoid conflict, with words and phrases interpreted in a manner consistent with construction and design industry standards. In the event of any inconsistency, conflict, or ambiguity between or among the Contract Documents, the Contract Documents shall take precedence in the order in which they are listed in Section 2.1 hereof. 3.2 Terms, words and phrases used in the Contract Documents, including this Agreement, shall have the meanings given them in the General Conditions of Contract. 3.3 The Contract Documents form the entire agreement between Owner and Design -Builder and by incorporation herein are as fully binding on the parties as if repeated herein. No oral representations or other agreements have been made by the parties except as specifically stated in the Contract Documents. Article 4 Ownership of Work Product 4.1 Work Product. All drawings, specifications and other documents and electronic data furnished by Design -Builder to Owner under this Agreement ("Work Product") are deemed to be instruments of service and Design -Builder shall retain the ownership and property interests therein, including the copyrights thereto. 4.2 Owner's Limited License upon Payment in Full. Upon Owner's payment in full for all Work performed under the Contract Documents, Design -Builder shall grant Owner a limited license to use the Work Product in connection with Owner's occupancy of the Project, conditioned on Owner's express understanding that its use of the Work Product is at Owner's sole risk and without liability or legal exposure to Design -Builder or anyone working by or through Design -Builder, including Design Consultants of any tier (collectively the "Indemnified Parties"). 4.3 Owner's Limited License upon Owner's Termination for Convenience or Design -Builder's Election to Terminate. If Owner terminates the Project for its convenience as set forth in Article 8 hereof, or if Design -Builder elects to terminate this Agreement in accordance with Section 11.4 of the General Conditions of Contract, Design -Builder shall, upon Owner's payment in full of the amounts due Design -Builder under the Contract Documents, grant Owner a limited license to use the Work Product to complete the Project and subsequently occupy the Project, conditioned on the following: Use of the Work Product is at Owner's sole risk without liability or legal exposure to any Indemnified Party; and .2 Owner agrees to pay Design -Builder the additional sum of Thirty Thousand and 00/100 Dollars ($30,000.00) as compensation for the right to use the Work Product in accordance with this Article 4 if Owner resumes the Project through its employees, agents, or third parties. 4.4 Owner's Limited License upon Design -Builder's Default. If this Agreement is terminated due to Design -Builders default pursuant to Section 11.2 of the General Conditions of Contract and (i) it is determined that Design -Builder was in default and (ii) Owner has fully satisfied all of its obligations under the Contract Documents, Design -Builder shall grant Owner a limited license to use the Work Product in connection with Owner's completion and occupancy of the Project. This limited license is conditioned on Standard Form of Agreement Between Page 3 Owner and Design -Builder — Lump Sum 11/2006 version Channel Building Company, Inc. Owner's express understanding that its use of the Work Product is at Owner's sole risk and without liability or legal exposure to any Indemnified Party. 4.5 Owner's Indemnification for Use of Work Product. If Owner uses the Work Product under any of the circumstances identified in this Article 4, to the maximum extent permitted by law, the Owner shall defend, indemnify and hold harmless the Indemnified Parties from and against any and all claims, damages, liabilities, losses and expenses, including attorneys' fees, arising out of or resulting from the use of the Work Product. Article 5 Contract Time 5.1 Date of Commencement. The Work shall commence within five (5) days of Design -Builders receipt of Owner's written Notice to Proceed ("Date of Commencement'), provided that (i) this Agreement has been fully executed, and (ii) all necessary discretionary permits have been applied for and obtained by the Owner, and (iii) the Building Permit has been issued, unless the parties mutually agree otherwise in writing. 5.2 Substantial Completion and Final Completion 5.2.1 Substantial Completion of the entire Work shall be achieved no later than one hundred sixty (160) calendar days after the Date of Commencement ("Scheduled Substantial Completion Date"). 5.2.2 Interim milestones and/or Substantial Completion of identified portions of the Work shall be achieved as follows: Not Applicable 5.2.3 Final Completion of the Work or identified portions of the Work shall be achieved as expeditiously as reasonably practicable. 5.2.4 All of the dates set forth in this Article 5 ("Contract Time(s)") shall be subject to adjustment in accordance with the General Conditions of Contract. 5.3 Time is of the Essence. Owner and Design -Builder mutually agree that time is of the essence with respect to the dates and times set forth in the Contract Documents. 5.4 Liquidated Damages. Design -Builder understands that if Substantial Completion is not attained by the Scheduled Substantial Completion Date, subject to extensions allowed by the Contract Documents, Owner will suffer damages which are difficult to determine and accurately specify. Design - Builder agrees that if Substantial Completion is not attained by twenty (20) days after the Scheduled Substantial Completion Date (the "LD Date"), Design -Builder shall pay Owner One Hundred and 00/100 Dollars ($100.00) as liquidated damages for each day that Substantial Completion extends beyond the LD Date. The liquidated damages provided herein shall be in lieu of all liability for any and all extra costs, losses, expenses, claims, penalties and any other damages, whether special or consequential, and of whatsoever nature incurred by Owner which are occasioned by any delay in achieving Substantial Completion. 5.5 Early Completion Bonus. If Substantial Completion is attained on or before twenty (20) days before the Scheduled Substantial Completion Date (the "Bonus Date"), Owner shall pay Design -Builder at the time of Final Payment under Section 7.3 hereof an early completion bonus of One Hundred and 00/100 Dollars ($100.00) for each day that Substantial Completion is attained earlier than the Bonus Date. Standard Form of Agreement Between Page 4 Owner and Design -Builder — Lump Sum 11/2006 version Channel Building Company, Inc. Article 6 Contract Price 6.1 Contract Price. Owner shall pay Design -Builder in accordance with Article 6 of the General Conditions of Contract the sum of One Million Three Hundred Five Thousand Twenty -Three and 00/100 Dollars ($1,305,023.00) ("Contract Price"), subject to adjustments made in accordance with the General Conditions of Contract. Unless otherwise provided in the Contract Documents, the Contract Price is deemed to include all sales, use, consumer and other taxes mandated by applicable Legal Requirements. 6.2 Markups for Changes. If the Contract Price requires an adjustment due to changes in the Work, and the cost of such changes is determined under Sections 9.4.1.3 or 9.4.1.4 of the General Conditions of Contract, the following markups shall be allowed on such changes: Markup Rate: Fifteen Percent (15%) Article 7 Procedure for Payment 7.1 Progress Payments 7.1.1 Design -Builder shall submit to Owner on or about the fifth (5th) day of each month, beginning with the first month after the Date of Commencement, Design -Builder's Application for Payment in accordance with Article 6 of the General Conditions of Contract. 7.1.2 Owner shall make payment within ten (10) days after Owner's receipt of each properly submitted and accurate Application for Payment in accordance with Article 6 of the General Conditions of Contract, but in each case less the total of payments previously made, and less amounts properly withheld under Section 6.3 of the General Conditions of Contract. 7.2 Retainage on Progress Payments 7.2.1 Owner will retain eight percent (8%) of each Application for Payment. Owner will reasonably consider reducing retainage for Subcontractors completing their work early in the Project. 7.2.2 There shall be zero percent (0%) retainage withheld on the General Conditions. 7.2.3 Upon Substantial Completion of the entire Work or, if applicable, any portion of the Work, pursuant to Section 6.6 of the General Conditions of Contract, Owner shall release to Design -Builder all retained amounts relating, as applicable, to the entire Work or completed portion of the Work, less an amount equal to the reasonable value of all remaining or incomplete items of Work as noted in the Certificate of Substantial Completion. 7.3 Final Payment. Design -Builder shall submit its Final Application for Payment to Owner in accordance with Section 6.7 of the General Conditions of Contract. Owner shall make payment on Design -Builder's properly submitted and accurate Final Application for Payment within ten (10) days after Owner's receipt of the Final Application for Payment, provided that Design -Builder has satisfied the requirements for final payment set forth in Section 6.7.2 of the General Conditions of Contract. 7.4 Interest. Payments due and unpaid by Owner to Design -Builder, whether progress payments or final payment, shall bear interest commencing five (5) days after payment is due at the statutory rate. 7.5 Record Keeping and Finance Controls. With respect to changes in the Work performed on a cost basis by Design -Builder pursuant to the Contract Documents, Design -Builder shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management, using accounting and control systems in accordance with generally accepted accounting principles and as Standard Form of Agreement Between Page 5 Owner and Design -Builder — Lump Sum 11/2006 version Channel Building Company, Inc. may be provided in the Contract Documents. During the performance of the Work and for a period of one (1) year after Substantial Completion, Owner and Owner's accountants shall be afforded access from time to time, upon reasonable notice, to Design -Builder's records, books, correspondence, receipts, subcontracts, purchase orders, vouchers, memoranda and other data relating to changes in the Work performed on a cost basis in accordance with the Contract Documents, all of which Design -Builder shall preserve for a period of one (1) year after Substantial Completion. Article 8 Termination for Convenience 8.1 Upon ten (10) days written notice to Design -Builder, Owner may, for its convenience and without cause, elect to terminate this Agreement. In such event, Owner shall pay Design -Builder for the following: All Work executed and for proven loss, cost or expense in connection with the Work; .2 The reasonable costs and expenses attributable to such termination, including demobilization costs and amounts due in settlement of terminated contracts with Subcontractors and Design Consultants; and .3 Overhead and profit in the amount of ten percent (10%) on the sum of items .1 and .2 above. 8.2 In addition to the amounts set forth in Section 8.1 above, Design -Builder shall be entitled to receive one of the following as applicable: .1 If Owner terminates this Agreement prior to commencement of construction, Design - Builder shall be paid ten percent (10%) of the remaining balance of the Contract Price. .2 If Owner terminates this Agreement after commencement of construction, Design -Builder shall be paid ten percent (10%) of the remaining balance of the Contract Price. 8.3 If Owner terminates this Agreement pursuant to Section 8.1 above and proceeds to design and construct the Project through its employees, agents or third parties, Owner's rights to use the Work Product shall be as set forth in Section 4.3 hereof. Article 9 Representatives of the Parties 9.1 Owner's Representatives 9.1.1 Owner designates the individual listed below as its Senior Representative ("Owner's Senior Representative"), which individual has the authority and responsibility for avoiding and resolving disputes under Section 10.2.3 of the General Conditions of Contract: Joseph Levis Holt Road Realty, LLC 350 Holt Road North Andover, Massachusetts 019845 978-794-4900 x 107 Standard Form of Agreement Between Page 6 Owner and Design -Builder — Lump Sum 11/2006 version Channel Building Company, Inc. 9.1.2 Owner designates the individual listed below as its Owner's Representative, which individual has the authority and responsibility set forth in Section 3.4 of the General Conditions of Contract: Thomas McLaughlin, General Manager Crusader Paper Company, Inc. 350 Holt Road North Andover, Massachusetts 019845 978-794-4900 x 122 9.2 Design -Builder's Representatives 9.2.1 Design -Builder designates the individual listed below as its Senior Representative ("Design - Builder's Senior Representative"), which individual has the authority and responsibility for avoiding and resolving disputes under Section 10.2.3 of the General Conditions of Contract: Paul Kneeland, President Channel Building Company, Inc. 355 Middlesex Avenue Wilmington, Massachusetts 01887 978-657-7300 x 206 9.2.2 Design -Builder designates the individual listed below as its Design -Builder's Representative, which individual has the authority and responsibility set forth in Section 2.1.1 of the General Conditions of Contract: Jerry Diorio, Senior Project Executive Channel Building Company, Inc. 355 Middlesex Avenue Wilmington, Massachusetts 01887 978-657-7300 x 212 Article 10 Bonds and Insurance 10.1 Insurance. Design -Builder shall procure in accordance with Article 5 of the General Conditions of Contract the following insurance coverages: See Enclosed Insurance Certificate 10.2 Bonds and Other Performance Security. Design -Builder shall provide the following performance bond and labor and material payment bond or other performance security: Not Applicable Article 11 Other Provisions 11.1 Other provisions, if any, are as follows: 11.1.1 Owner and the Design -Builder agree to act in good faith and in a reasonable manner in all dealings with each other in connection with the Work and this Project. Whenever action, consent or approval of the Owner is required, said action, consent or approval shall not be unreasonably withheld, conditioned, or delayed. Standard Form of Agreement Between Page 7 Owner and Design -Builder — Lump Sum 11/2006 version Channel Building Company, Inc. 11.1.2 Escalation Clause. This Agreement's initial Contract Price includes the cost of materials, products, assemblies and fabricated items based on current pricing at the time the estimate, budget or initial Contract Price was developed or stated in the Agreement. Escalation costs on any of Design - Builder's or Subcontractor's individual item(s) in excess of two and one-half percent (2.5%) of the current pricing at the time the estimate, budget or initial Contract Price was developed or stated to are not included in this Agreement and the Design -Builder specifically excludes any costs, contingency or risks associated with escalation price increases beyond the two and one-half (2.5%) percent on any individual item(s). Notwithstanding anything to the contrary contained in this Agreement, the Owner agrees to execute a Change Order to increase the Contract Price for all costs associated with such escalation costs in excess of the percentage amount stated herein. In executing this Agreement, Owner and Design -Builder each individually represents that it has the necessary financial resources to fulfill its obligations under this Agreement, and each has the necessary corporate approvals to execute this Agreement, and perform the services described herein. OWNER: DESIGN -BUILDER: Holt Road Realty, LLC Channel B 'IdiCom an , Inc. am caner(Name of Desi n, w er/ v i (Sign (Signature) (Printed Name) (Printed Name) r ase tf (z �e ie Date: /1--12.-f)% Date: /% —07 Standard Form of Agreement Between Page 8 Owner and Design -Builder — Lump Sum 11/2006 version Channel Building Company, Inc. G A I JRrI'lr r- r Standard Form of General Conditions of Contract Between Owner and Design -Builder This document has important legal consequences. Consultation with an attorney is recommended with respect to its completion or modification. Table of Contents Article 1: General 2 Article 2: Design -Builder's Services and Responsibilities 2 Article 3: Owner's Services and Responsibilities 5 Article 4: Hazardous Conditions and Differing Site Conditions 6 Article 5: Insurance and Bonds 6 Article 6: Payment g Article 7: Indemnification 9 Article 8: Time g Article 9: Changes to the Contract Price and Time 10 Article 10: Contract Adjustments and Disputes 11 Article 11: Stop Work and Termination for Cause 12 Article 12: Miscellaneous 13 Standard Form of General Conditions of Contract Between Page 1 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. Article 1 General 1.1 Mutual Obligations 1.1.1 Owner and Design -Builder commit at all times to cooperate fully with each other, and proceed on the basis of trust and good faith, to permit each party to realize the benefits afforded under the Contract Documents. 1.2 Basic Definitions 1.2.1 Agreement refers to the executed contract between Owner and Design -Builder under a certain Owner and Design -Builder Agreement by and between Holt Road Realty, LLC and Channel Building Company, Inc. dated 1.2.2 Allowances are costs which are included in the cost of the work of this Lump Sum Agreement. If the actual cost incurred is less than the Allowance budget, then a credit Change Order will be done to the Lump Sum Agreement at cost. Costs incurred in excess of the Allowance budget shall constitute a change in the Work, and a Change Order will be executed to include the additional cost plus General Conditions plus the allowable Fee. 1.2.3 Alternates are costs which are not included in this Lump Sum Agreement. The Alternate shall be accepted by the Owner in a timely manner as outlined in the Agreement and shall constitute a change to the Work and the Lump Sum Agreement shall be adjusted accordingly by a Change Order. 1.2.4 Day or Days shall mean calendar days unless otherwise specifically noted in the Contract Documents. 1.2.5 Design Consultant is a qualified, licensed design professional who is not an employee of Design -Builder, but is retained by Design -Builder, or employed or retained by anyone under contract with Design -Builder or Subcontractor, to furnish design services required under the Contract Documents. 1.2.6 Hazardous Conditions are any materials, wastes, substances and chemicals deemed to be hazardous under applicable Legal Requirements, or the handling, storage, remediation, or disposal of which are regulated by applicable Legal Requirements. 1.2.7 General Conditions of Contract refer to this Channel Building Company, Inc. Document, Standard Form of General Conditions of Contract Between Owner and Design - Builder (11/2006 version). 1.2.8 Legal Requirements are all applicable federal, state and local laws, codes, ordinances, rules, regulations, orders and decrees of any government or quasi -government entity having jurisdiction over the Project or Site, the practices involved in the Project or Site, or any Work. 1.2.9 Owner's Project Criteria are developed by or for Owner to describe Owner's program requirements and objectives for the Project, including use, space, price, time, site and expandability requirements, as well as submittal requirements and other requirements governing Design - Builder's performance of the Work. Owner's Project Criteria may include conceptual documents, design criteria, performance requirements and other Project -specific technical materials and requirements. 1.2.10 Site is the land or premises on which the Project is located. 1.2.11 Subcontractor is any person or entity retained by Design -Builder as an independent contractor to perform a portion of the Work and shall include materialmen and suppliers. 1.2.12 Sub -Subcontractor is any person or entity retained by a Subcontractor as an independent contractor to perform any portion of a Subcontractor's Work and shall include materialmen and suppliers. 1.2.13 Substantial Completion is the date on which the Work, or an agreed upon portion of the Work, is sufficiently complete so that Owner can occupy and use the Project or a portion thereof for its intended purposes. 1.2.14 Work is comprised of all Design -Builder's design, construction and other services required by the Contract Documents, including procuring and furnishing all materials, equipment, services and labor reasonably inferable from the Contract Documents. 1.2.15 Winter Conditions is comprised of any items required to perform the Work in inclement weather, which are typically not required during the summer, such as, but not limited to, hot water concrete, cold weather concrete procedures or additives, protection from or removal of frost and its replacement of unfrozen material, snow and ice removal, tenting, heating, etc. Article 2 Design -Builder's Services and Responsibilities 2.1 General Services 2.1.1 Design -Builder's Representative shall be reasonably available to Owner and shall have the necessary expertise and experience required to supervise the Work. Design - Builder's Representative shall communicate regularly with Owner and shall be vested with the authority to act on behalf of Design -Builder. Design -Builder's Representative may be replaced only with the mutual agreement of Owner and Design -Builder. 2.1.2 Design -Builder shall provide Owner with periodic updates detailing the progress of the Work, including whether (i) the Work is proceeding according to schedule, (ii) discrepancies, conflicts, or ambiguities exist in the Contract Documents that require resolution, (iii) health and safety issues exist in connection with the Work, and (iv) other items requiring resolution so as not to jeopardize Design -Builder's ability to complete the Work for the Contract Price and within the Contract Time(s). 2.1.3 Design -Builder shall prepare and submit, at least two (2) days prior to the meeting contemplated by Section 2.1.4 hereof, a draft schedule for the execution of the Work for Owner's review and response. The schedule shall indicate the dates for the start and completion of the various stages of Work, including the dates when Owner information Standard Form of General Conditions of Contract Between Page 2 Owner and Design -Builder 1112006 version Channel Building Company, Inc. and approvals are required to enable Design -Builder to achieve the Contract Time(s). The schedule shall be revised as required by conditions and progress of the Work, but such revisions shall not relieve Design -Builder of its obligations to complete the Work within the Contract Time(s), as such dates may be adjusted in accordance with the Contract Documents. Owner's review of and response to the schedule shall not be construed as relieving Design -Builder of its complete and exclusive control over the means, methods, sequences and techniques for executing the Work. 2.1.4 The parties will meet within ten (10) days after execution of the Agreement to discuss issues affecting the administration of the Work and to implement the necessary procedures, including those relating to submittals and payment, to facilitate the ability of the parties to perform their obligations under the Contract Documents. 2.2 Design Professional Services 2.2.1 Design -Builder shall, consistent with applicable state licensing laws, provide through qualified, licensed design professionals employed by Design -Builder, or procured from qualified, independent licensed Design Consultants, the necessary design services, including architectural, engineering and other design professional services, for the preparation of the required drawings, specifications and other design submittals to permit Design - Builder to complete the Work consistent with the Contract Documents. Nothing in the Contract Documents is intended or deemed to create any legal or contractual relationship between Owner and any Design Consultant. 2.3 Standard of Care for Design Professional Services 2.3.1 The standard of care for all design professional services performed to execute the Work shall be the care and skill ordinarily used by members of the design profession practicing under similar conditions at the same time and locality of the Project. Notwithstanding the preceding sentence, if the parties agree upon specific performance standards for any aspect of the Work, which standards are to be set forth in an exhibit to the Agreement entitled "Performance Standard Requirements," the design professional services shall be performed to achieve such standards. 2.4 Design Development Services 2.4.1 Design -Builder and Owner shall, consistent with any applicable provision of the Contract Documents, agree upon any interim design submissions that Owner may wish to review, which interim design submissions may include design criteria, drawings, diagrams and specifications setting forth the Project requirements. On or about the time of the scheduled submissions, Design -Builder and Owner shall meet and confer about the submissions, with Design -Builder identifying during such meetings, among other things, the evolution of the design and any significant changes or deviations from the Contract Documents, or, if applicable, previously submitted design submissions. Minutes of the meetings will be maintained by Design -Builder and provided to all attendees for review. Following the design review meeting, Owner shall review and approve the interim design submissions in a time that is consistent with the turnaround times set forth in Design -Builder's schedule. 2.4.2 Design -Builder shall submit to Owner Construction Documents setting forth in detail drawings and specifications describing the requirements for construction of the Work. The Construction Documents shall be consistent with the latest set of interim design submissions; as such submissions may have been modified in a design review meeting. The parties shall have a design review meeting to discuss, and Owner shall review and approve, the Construction Documents in accordance with the procedures set forth Section 2.4.1 above. Design -Builder shall proceed with construction in accordance with the approved Construction Documents and shall submit one set of approved Construction Documents to Owner prior to commencement of construction. 2.4.3 Owner's review and approval of interim design submissions and the Construction Documents is for the purpose of mutually establishing a conformed set of Contract Documents compatible with the requirements of the Work. Neither Owner's review nor approval of any interim design submissions and Construction Documents shall be deemed to transfer any design liability from Design -Builder to Owner. 2.4.4 To the extent not prohibited by the Contract Documents or Legal Requirements and the Projects intended use, Design -Builder may prepare interim design submissions and Construction Documents for a portion of the Work to permit construction to proceed on that portion of the Work prior to completion of the Construction Documents for the entire Work. 2.5 Legal Requirements 2.5.1 Design -Builder shall perform the Work in accordance with all Legal Requirements and shall provide all notices applicable to the Work, including the filing of a notice of contract or other similar legal instrument(s), as required by the Legal Requirements, or as deemed necessary by the Design -Builder. 2.5.2 The Contract Price and/or Contract Time(s) shall be adjusted to compensate Design -Builder for the effects of any changes in the Legal Requirements enacted after the date of the Agreement affecting the performance of the Work, or if a Guaranteed Maximum Price is established after the date of the Agreement, the date the parties agree upon the Guaranteed Maximum Price. Such effects may include, without limitation, revisions Design -Builder is required to make to the Construction Documents because of changes in Legal Requirements. 2.6 Government Approvals and Permits 2.6.1 Except as identified in the Design Builder's Permit List attached as an exhibit to the Agreement, Owner shall obtain and pay for all necessary permits, approvals, licenses, government charges and inspection fees required for the prosecution of the Work by any government or quasi - government entity having jurisdiction over the Project. 2.6.2 Design -Builder shall provide reasonable assistance to Owner in obtaining those permits, approvals and licenses that are Owner's responsibility. 2.7 Design -Builder's Construction Phase Services Standard Form of General Conditions of Contract Between Page 3 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. 2.7.1 Unless otherwise provided in the Contract Documents to be the responsibility of Owner or a separate contractor, Design -Builder shall provide through itself or Subcontractors the necessary supervision, labor, inspection, testing, start-up, material, equipment, machinery, temporary utilities and other temporary facilities to permit Design -Builder to complete construction of the Project consistent with the Contract Documents. 2.7.2 Design -Builder shall perform all construction activities efficiently and with the requisite expertise, skill and competence to satisfy the requirements of the Contract Documents. Design -Builder shall at all times exercise complete and exclusive control over the means, methods, sequences and techniques of construction. 2.7.3 Design -Builder shall employ only Subcontractors who are duly licensed and qualified to perform the Work consistent with the Contract Documents. Owner may reasonably object to Design -Builder's selection of any Subcontractor, provided that the Contract Price and/or Contract Time(s) shall be adjusted to the extent that Owners decision impacts Design -Builder's cost and/or time of performance. 2.7.4 Design -Builder assumes responsibility to Owner for the proper performance of the Work of Subcontractors and any acts and omissions in connection with such performance. Nothing in the Contract Documents is intended or deemed to create any legal or contractual relationship between Owner and any Subcontractor or Sub -Subcontractor, including but not limited to any third -party beneficiary rights. 2.7.5 Design -Builder shall coordinate the activities of all Subcontractors. If Owner performs other work on the Project or at the Site with separate contractors under Owner's control, Design -Builder agrees to reasonably cooperate and coordinate its activities with those of such separate contractors so that the Project can be completed in an orderly and coordinated manner without unreasonable disruption. 2.7.6 Design -Builder shall keep the Site reasonably free from debris, trash and construction wastes to permit Design - Builder to perform its construction services efficiently, safely and without interfering with the use of adjacent land areas. Upon Substantial Completion of the Work, or a portion of the Work, Design -Builder shall remove all debris, trash, construction wastes, materials, equipment, machinery and tools arising from the Work or applicable portions thereof to permit Owner to occupy the Project or a portion of the Project for its intended use. 2.8 Design -Builder's Responsibility for Project Safety 2.8.1 Design -Builder recognizes the importance of performing the Work in a safe manner so as to prevent damage, injury or loss to (i) all individuals at the Site, whether working or visiting, (ii) the Work, including materials and equipment incorporated into the Work or stored on -Site or off -Site, and (iii) all other property at the Site or adjacent thereto. Design -Builder will require all Subcontractors to implement and monitor all safety precautions and programs related to the performance of their Work. Design -Builder shall, prior to commencing construction, designate a Safety Representative with the necessary qualifications and experience to ensure the implementation and monitoring of all safety precautions and programs by Subcontractors related to the Work. Unless otherwise required by the Contract Documents, Design -Builder's Safety Representative shall be an individual stationed at the Site who may have responsibilities on the Project in addition to safety. The Safety Representative shall make routine daily inspections of the Site and shall hold weekly safety meetings with Design - Builder's personnel, Subcontractors and others as applicable. If a Safety Representative is not specifically designated, the Superintendent shall be considered the Safety Representative. 2.8.2 Design -Builder and Subcontractors shall comply with all Legal Requirements relating to safety, as well as any Owner -specific safety requirements set forth in the Contract Documents, provided that such Owner -specific requirements do not violate any applicable Legal Requirement. Design - Builder will immediately report in writing any safety-related injury, loss, damage or accident arising from the Work to Owner's Representative and, to the extent mandated by Legal Requirements, to all government or quasi -government authorities having jurisdiction over safety-related matters involving the Project or the Work. 2.8.3 Design -Builder's responsibilities under this Section 2.8 are not intended in any way to relieve Subcontractors and Sub -Subcontractors of their own contractual and legal obligations and responsibility for (i) complying with all Legal Requirements, including those related to health and safety matters, and (ii) taking all necessary measures to implement and monitor all safety precautions and programs to guard against injury, losses, damages or accidents resulting from their performance of the Work. 2.9 Design -Builder's Warranty 2.9.1 Design -Builder warrants to Owner that the construction, including all materials and equipment furnished as part of the construction, shall be new unless otherwise specified in the Contract Documents, of good quality, in conformance with the Contract Documents and free of defects in materials and workmanship. Design -Builder's warranty obligation excludes variations in natural materials, defects caused by abuse, alterations, or failure to maintain the Work by persons other than Design -Builder or anyone for whose acts Design -Builder may be liable. Nothing in this warranty is intended to limit any manufacturer's warranty which provides Owner with greater warranty rights than set forth in this Section 2.9 or the Contract Documents. Design - Builder will provide Owner with all manufacturers warranties upon Substantial Completion. 2.10 Correction of Defective Work 2.10.1 Design -Builder agrees to correct any Work that is found to not be in conformance with the Contract Documents, including that part of the Work subject to Section 2.9 hereof, within a period of one (1) year from the date of Substantial Completion of the Work or any portion of the Work, or within such longer period to the extent required by the Contract Documents. 2.10.2 Design -Builder shall, within seven (7) days of receipt of written notice from Owner that the Work is not in conformance with the Contract Documents, take meaningful steps to commence correction of such nonconforming Work, Standard Form of General Conditions of Contract Between Page 4 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. including the correction, removal or replacement of the nonconforming Work and any damage caused to other parts of the Work affected by the nonconforming Work. If Design - Builder fails to commence the necessary steps within such seven (7) day period, Owner, in addition to any other remedies provided under the Contract Documents, may provide Design -Builder with written notice that Owner will commence correction of such nonconforming Work with its own forces. If Owner does perform such corrective Work, Design -Builder shall be responsible for all reasonable costs incurred by Owner in performing such correction. If the nonconforming Work creates an emergency requiring an immediate response, the seven (7) day periods identified herein shall be deemed inapplicable. 2.10.3 The one year period referenced in Section 2.10.1 above applies only to Design -Builder's obligation to correct nonconforming Work and is not intended to constitute a period of limitations for any other rights or remedies Owner may have regarding Design -Builder's other obligations under the Contract Documents. Article 3 Owner's Services and Responsibilities 3.1 Duty to Cooperate 3.1.1 Owner shall, throughout the performance of the Work, cooperate with Design -Builder and perform its responsibilities, obligations and services in a timely manner to facilitate Design -Builder's timely and efficient performance of the Work and so as not to delay or interfere with Design - Builder's performance of its obligations under the Contract Documents. 3.1.2 Owner shall provide timely reviews and approvals of interim design submissions and Construction Documents consistent with the turnaround times set forth in Design - Builder's schedule. 3.2 Furnishing of Services and Information 3.2.1 Unless expressly stated to the contrary in the Contract Documents, Owner shall provide, at its own cost and expense, for Design -Builder's information and use the following, all of which Design -Builder is entitled to rely upon in performing the Work: Surveys describing the property, boundaries, topography and reference points for use during construction, including existing service and utility lines; .2 Geotechnical studies describing subsurface conditions, and other surveys describing other latent or concealed physical conditions at the Site; .3 Temporary and permanent easements, zoning and other requirements and encumbrances affecting land use, or necessary to permit the proper design and construction of the Project and enable Design -Builder to perform the Work; .4 A legal description of the Site, including Registry of Deeds location and Book and Page number of recorded property; To the extent available, as -built and record drawings of any existing structures at the Site; and .6 To the extent available, environmental studies, reports and impact statements describing the environmental conditions, including Hazardous Conditions, in existence at the Site. 3.2.2 Owner is responsible for securing and executing all necessary agreements with adjacent land or property owners that are necessary to enable Design -Builder to perform the Work. Owner is further responsible for all costs, including attorneys' fees, incurred in securing these necessary agreements. 3.3 Financial Information 3.3.1 At anytime Design -Builder may request and Owner shall promptly furnish reasonable evidence satisfactory to Design -Builder that Owner has adequate funds available and committed to fulfill all of Owner's contractual obligations under the Contract Documents. If Owner fails to furnish such financial information in a timely manner, Design -Builder may stop Work under Section 11.3 hereof or exercise any other right permitted under the Contract Documents. 3.3.2 Design -Builder shall cooperate with the reasonable requirements of Owner's lenders or other financial sources. Notwithstanding the preceding sentence, after execution of the Agreement, Design -Builder shall have no obligation to execute for Owner or Owner's lenders or other financial sources any documents or agreements that require Design - Builder to assume obligations or responsibilities greater or different than those existing obligations Design -Builder has under the Contract Documents. 3.4 Owner's Representative 3.4.1 Owner's Representative shall be responsible for providing Owner -supplied information and approvals in a timely manner to permit Design -Builder to fulfill its obligations under the Contract Documents. Owner's Representative shall also provide Design -Builder with prompt notice if it observes any failure on the part of Design -Builder to fulfill its contractual obligations, including any errors, omissions or defects in the performance of the Work. 3.5 Government Approvals and Permits 3.5.1 Owner shall obtain and pay for all necessary permits, approvals, licenses, government charges and inspection fees except for those which are set forth in the Design -Builder's Permit List attached as an exhibit to the Agreement. 3.5.2 Owner shall provide reasonable assistance to Design -Builder in obtaining those permits, approvals and licenses that are Design -Builder's responsibility. 3.6 Owner's Separate Contractors Standard Form of General Conditions of Contract Between Page 5 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. 3.6.1 Owner is responsible for all work performed on the Project or at the Site by separate contractors under Owner's control. Owner shall contractually require its separate contractors to cooperate with, and coordinate their activities so as not to interfere with, Design -Builder in order to enable Design -Builder to timely complete the Work consistent with the Contract Documents. Article 4 Hazardous Conditions and Differing Site Conditions 4.1 Hazardous Conditions 4.1.1 Unless otherwise expressly provided in the Contract Documents to be part of the Work, Design -Builder is not responsible for any Hazardous Conditions encountered at the Site. Upon encountering any Hazardous Conditions, Design - Builder will stop Work immediately in the affected area and duly notify Owner and, if required by Legal Requirements, all government or quasi -government entities with jurisdiction over the Project or Site. 4.1.2 Upon receiving notice of the presence of suspected Hazardous Conditions, Owner shall take the necessary measures required to ensure that the Hazardous Conditions are remediated or rendered harmless. Such necessary measures shall include Owner retaining qualified independent experts to (i) ascertain whether Hazardous Conditions have actually been encountered, and, if they have been encountered, (ii) prescribe the remedial measures that Owner must take either to remove the Hazardous Conditions or render the Hazardous Conditions harmless. 4.1.3 Design -Builder shall be obligated to resume Work at the affected area of the Project only after Owner's expert provides it with written certification that (i) the Hazardous Conditions have been removed or rendered harmless and (ii) all necessary approvals have been obtained from all government and quasi -government entities having jurisdiction over the Project or Site. 4.1.4 Design -Builder is entitled, in accordance with these General Conditions of Contract, to an adjustment in its Contract Price and/or Contract Time(s) to the extent Design - Builder's cost and/or time of performance have been adversely impacted by the presence of Hazardous Conditions. 4.1.5 To the fullest extent permitted by law, Owner shall indemnify, defend and hold harmless Design -Builder, Design Consultants, Subcontractors, materialmen, suppliers, anyone employed directly or indirectly for any of them, and their officers, directors, employees and agents, from and against any and all claims, losses, damages, liabilities and expenses, including attorneys' fees and expenses, arising out of or resulting from the presence, removal or remediation of Hazardous Conditions at the Site. 4.1.6 Notwithstanding the preceding provisions of this Section 4.1, Owner is not responsible for Hazardous Conditions introduced to the Site by Design -Builder, Subcontractors or anyone for whose acts they may be liable. Design -Builder shall indemnify, defend and hold harmless Owner and Owner's officers, directors, employees and agents from and against all claims, losses, damages, liabilities and expenses, including attorneys' fees and Standard Form of General Conditions of Contract Between Owner and Design -Builder 11/2006 version Channel Building Company, Inc. expenses, arising out of or resulting from those Hazardous Conditions introduced to the Site by Design -Builder, Subcontractors or anyone for whose acts they may be liable. 4.2 Differing Site Conditions 4.2.1 Concealed or latent physical conditions or subsurface conditions at the Site that (i) materially differ from the conditions indicated in the Contract Documents or (ii) are of an unusual nature, differing materially from the conditions ordinarily encountered and generally recognized as inherent in the Work are collectively referred to herein as "Differing Site Conditions." If Design -Builder encounters a Differing Site Condition, then Design -Builder is entitled to an adjustment in the Contract Price and/or Contract Time(s) to the extent Design -Builder's cost and/or time of performance are adversely impacted by the Differing Site Condition. 4.2.2 Upon encountering a Differing Site Condition, Design -Builder shall provide prompt written notice to Owner of such condition, which notice shall not be later than fourteen (14) days after such condition has been encountered. Design -Builder shall, to the extent reasonably possible, provide such notice before the Differing Site Condition has been substantially disturbed or altered. Article 5 Insurance and Bonds 5.1 Design -Builder's Insurance Requirements 5.1.1 Design -Builder is responsible for procuring and maintaining from insurance companies authorized to do business in the state in which the Project is located the following insurance coverages for certain claims which may arise from or out of the performance of the Work and obligations under the Contract Documents: 1 Coverage for claims arising under workers' compensation, disability and other similar employee benefit laws applicable to the Work; 2 Coverage for claims by Design -Builder's employees for bodily injury, sickness, disease, or death; 3 Coverage for claims by any person other than Design -Builder's employees for bodily injury, sickness, disease, or death; .4 Coverage for usual personal injury liability claims for damages sustained by a person other than an employee of the Design - Builder; .5 Coverage for claims for damages (other than to the Work) because of injury to or destruction of tangible property, including loss of use; .6 Coverage for claims of damages because of bodily injury or death, or property damage resulting from ownership, use and maintenance of any motor vehicle; and Page 6 7 Coverage for contractual liability claims arising out of Design -Builder's obligations under Section 7.4.1 hereof. 5.1.2 Design -Builder's liability insurance required by Section 5.1.1 above shall be written for the coverage amounts set forth in the Agreement and shall include completed operations insurance for the period of one (1) year. 5.1.3.1 Notwithstanding anything to the contrary set forth elsewhere herein, the Contract Documents or any other documents, the Owner hereby agrees that for it and anyone claiming by, through or under the Owner for any damages resulting from the Design -Builder's errors, omissions, or professional negligence, Design -Builder's liability to all claimants at any time shall be a single aggregate sum not to exceed Fifty Thousand and 00/100 ($50,000.00) Dollars or Design -Builder's Design Services fee (Basic and Additional), whichever amount is less. The Owner hereby agrees that for it and anyone claiming by, through or under the Owner for any damages resulting from the Design -Builder's errors, omissions, or professional negligence, the only recourse as to any claims shall be strictly limited to the above single aggregate amount and the Owner and anyone claiming by, through or under the Owner shall look solely to such single aggregate amount. 5.1.3.2 To the extent Owner requires Design -Builder or any Design Consultant to provide professional liability insurance for claims arising from the negligent performance of design services by Design -Builder or the Design Consultant, the coverage limits, duration and other specifics of such insurance shall be as set forth in the Agreement. Any professional liability insurance shall specifically delete any design -build or similar exclusions that could compromise coverages because of the Design -Build delivery of the Project. If such policies shall be required by the Owner, the Owner agrees that it shall provide written notice of this requirement in sufficient time in order for the Design -Builder to provide such coverage prior to the commencement of any design services hereunder, otherwise, the provisions of 5.1.3.1 shall be in force. 5.1.3.3 If the Owner elects to require the Design -Builder to provide professional liability insurance per 5.1.4.2 above, then (i) 5.1.4.1 above is void, (ii) the allocated premium portion for this coverage to the Project and the Work shall be allowed as a Cost of the Work and included in the Contract Price or Contract Sum and (iii) the Owner hereby agrees that for it and anyone claiming by, through or under the Owner for any damages resulting from the Design -Builder's errors, omissions, or professional negligence, the only recourse as to any claims shall be strictly limited to the Design -Builder's professional liability insurance and the Owner and anyone claiming by, through or under the Owner shall look solely to such insurance coverage. 5.1.4 Prior to commencing any construction services hereunder, Design -Builder is provide Owner with certificates evidencing that (i) all insurance obligations required by the Contract Documents are in full force and in effect and will remain in effect for the duration required by the Contract Documents and (ii) no insurance coverage will be canceled, renewal refused, or materially changed unless at least thirty (30) days prior written notice is given to Owner. 5.2 Owner's Liability Insurance 5.2.1 Owner shall procure and maintain from insurance companies authorized to do business in the state in which the Project is located such liability insurance to protect Owner from claims which may arise from the performance of Owner's obligations under the Contract Documents or Owner's conduct during the course of the Project. 5.3 Owner's Property Insurance 5.3.1 Unless otherwise provided in the Contract Documents, Owner shall procure and maintain from insurance companies authorized to do business in the state in which the Project is located Builder's Risk property insurance upon the entire Project to the full insurable replacement value of the Project, including professional fees, overtime premiums and all other expenses incurred to replace or repair the insured property. The Builder's Risk property insurance obtained by Owner shall include as named insureds the interests of Owner, Design -Builder, Design Consultants, Subcontractors and Sub - Subcontractors, and shall insure against all risks of direct physical loss, including collapse, flood, earthquake, debris removal, as well as building ordinance or law coverage and other perils or causes of loss as called for in the Contract Documents. The Builder's Risk property insurance shall include physical loss or damage to the Work, including materials, supplies and equipment in transit, at the Site or at another location as may be indicated in Design -Builder's Application for Payment and approved by Owner. 5.3.2 Unless the Contract Documents provide otherwise, Owner shall procure and maintain boiler and machinery insurance that will include the interests of Owner, Design - Builder, Design Consultants, Subcontractors and Sub - Subcontractors. 5.3.3 Prior to Design -Builder commencing any Work, Owner shall provide Design -Builder with certificates evidencing that (i) all Owner's insurance obligations required by the Contract Documents are in full force and in effect and will remain in effect until Design -Builder has completed all of the Work and has received final payment from Owner and (ii) no insurance coverage will be canceled, renewal refused, or materially changed unless at least thirty (30) days prior written notice is given to Design -Builder. Owner's Builder's Risk property insurance shall not lapse or be canceled if Owner occupies a portion of the Work pursuant to Section 6.6.3 hereof. Owner shall provide Design -Builder with the necessary endorsements from the insurance company prior to occupying a portion of the Work. 5.3.4 Any loss covered under Owner's Builder's Risk property insurance shall be adjusted with Owner and Design - Builder and made payable to both of them as trustees for the insureds as their interests may appear, subject to any applicable mortgage clause. All insurance proceeds received as a result of any loss will be placed in a separate account and distributed in accordance with such agreement as the interested parties may reach. Any disagreement concerning the distribution of any proceeds will be resolved in accordance with Article 10 hereof. Not withstanding any other provision of this contract, the Owner is responsible for the payment of any deductible or deductibles applicable to any proceeds of the Builder's Risk property insurance. Standard Form of General Conditions of Contract Between Page 7 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. 5.3.5 Owner and Design -Builder waive against each other and Owner's separate contractors, Design Consultants, Subcontractors, agents and employees of each and all of them, all damages covered by Builder's Risk property insurance provided herein, except such rights as they may have to the proceeds of such insurance. Design -Builder and Owner shall, where appropriate, require similar waivers from Owner's separate contractors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. 5.4 Bonds and Other Performance Security 5.4.1 If Owner requires Design -Builder to obtain performance and labor and material payment bonds, or other forms of performance security, the amount, form and other conditions of such security shall be as set forth in the Agreement. Article 6 Payment 6.1 Schedule of Values 6.1.1 Within ten (10) days of execution of the Agreement, Design -Builder shall submit for Owner's review and approval a Schedule of Values for all of the Work. The Schedule of Values will (i) subdivide the Work into its respective parts; (ii) include values for all items comprising the Work and (iii) serve as the basis for monthly progress payments made to Design -Builder throughout the Work. 6.2 Monthly Progress Payments 6.2.1 On or before the date established in the Agreement, Design -Builder shall submit for Owner's review and approval its Application for Payment requesting payment for all Work performed as of the last day of the month. The Application for Payment shall be accompanied by all supporting documentation required by the Contract Documents and/or established at the meeting required by Section 2.1.4 hereof. 6.2.2 The Application for Payment may request payment for equipment and materials not yet incorporated into the Project, provided that (i) Owner is satisfied that the equipment and materials are suitably stored at either the Site or another acceptable location, (ii) the equipment and materials are protected by suitable insurance and (iii) upon payment, Owner will receive the equipment and materials free and clear of all liens and encumbrances. 6.2.3 The Application for Payment shall constitute Design - Builder's representation that the Work has been performed consistent with the Contract Documents, has progressed to the point indicated in the Application for Payment, and that title to all Work will pass to Owner free and clear of all claims, liens, encumbrances, and security interests upon Design - Builder's receipt of payment. 6.3 Withholding of Payments 6.3.1 On or before the date established in the Agreement, Owner shall pay Design -Builder all amounts properly due. If Owner determines that Design -Builder is not entitled to all or part of an Application for Payment, it will notify Design - Builder in writing at least five (5) days prior to the date payment is due. The notice shall indicate the specific amounts Owner intends to withhold, the reasons and contractual basis for the withholding, and the specific measures Design -Builder must take to rectify Owner's concerns. Design -Builder and Owner will attempt to resolve Owner's concern prior to the date payment is due. If the parties cannot resolve such concerns, Design -Builder may pursue its rights under the Contract Documents, including those under Article 10 hereof. 6.3.2 Notwithstanding anything to the contrary in the Contract Documents, Owner shall pay Design -Builder all undisputed amounts in an Application for Payment within the times required by the Agreement. 6.4 Right to Stop Work and Interest 6.4.1 If Owner fails to pay Design -Builder any amount that becomes due, Design -Builder, in addition to all other remedies provided in the Contract Documents, may stop Work pursuant to Section 11.3 hereof. All payments due and unpaid shall bear interest at the rate set forth in the Agreement. 6.5 Design -Builder's Payment Obligations 6.5.1 Design -Builder will pay Design Consultants and Subcontractors, in accordance with its contractual obligations to such parties, all the amounts Design -Builder has received from Owner on account of their work. Design -Builder will impose similar requirements on Design Consultants and Subcontractors to pay those parties with whom they have contracted. Design -Builder will indemnify and defend Owner against any claims for payment and mechanic's liens as set forth in Section 7.3 hereof. 6.6 Substantial Completion 6.6.1 Design -Builder shall notify Owner when it believes the Work, or to the extent permitted in the Contract Documents, a portion of the Work, is substantially complete. Within five (5) days of Owner's receipt of Design -Builder's notice, Owner and Design -Builder will jointly inspect such Work to verify that it is substantially complete in accordance with the requirements of the Contract Documents. If such Work is substantially complete, Design -Builder shall prepare and issue a Certificate of Substantial Completion that will set forth (i) the date of Substantial Completion of the Work or portion thereof, (ii) the remaining items of Work that have to be completed before final payment, (iii) provisions (to the extent not already provided in the Contract Documents) establishing Owner's and Design -Builder's responsibility for the Project's security, maintenance, utilities and insurance pending final payment and (iv) an acknowledgment that warranties commence to run on the date of Substantial Completion, except as may otherwise be noted in the Certificate of Substantial Completion. 6.6.2 Upon Substantial Completion of the entire Work or, if applicable, any portion of the Work, Owner shall release to Design -Builder all retained amounts relating, as applicable, to the entire Work or completed portion of the Work, less an amount equal to the reasonable value of all remaining or incomplete items of Work as noted in the Certificate of Substantial Completion. Standard Form of General Conditions of Contract Between Page 8 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. 6.6.3 Owner, at its option, may use a portion of the Work which has been determined to be substantially complete, provided, however, that (i) a Certificate of Substantial Completion has been issued for the portion of Work addressing the items set forth in Section 6.6.1 above, (ii) Design -Builder and Owner have obtained the consent of their sureties and insurers, and to the extent applicable, the appropriate government authorities having jurisdiction over the Project, and (iii) Owner and Design -Builder agree that Owner's use or occupancy will not interfere with Design - Builder's completion of the remaining Work. 6.7 Final Payment 6.7.1 After receipt of a Final Application for Payment from Design -Builder, Owner shall make final payment by the time required in the Agreement, provided that Design -Builder has completed all of the Work in conformance with the Contract Documents. 6.7.2 At the time of submission of its Final Application for Payment, Design -Builder shall provide the following information: 1 An affidavit that there are no known claims, obligations or liens outstanding or unsatisfied for labor, services, material, equipment, taxes or other items performed, furnished or incurred for or in connection with the Work which will in any way affect Owner's interests; .2 A general release executed by Design - Builder waiving, upon receipt of final payment by Design -Builder, final payment; .3 Consent of Design -Builder's surety, if any, to final payment; .4 All operating manuals, warranties and other deliverables required by the Contract Documents; and .5 Certificates of insurance confirming that required coverages will remain in effect consistent with the requirements of the Contract Documents. 6.7.3 Upon making final payment, Owner waives all claims against Design -Builder except claims relating to (i) Design -Builder's failure to satisfy its payment obligations, if such failure affects Owner's interests, (ii) unknown or latent defects with the Work and correction of defective work pursuant to 2.10, and (iii) the terms of any special warranties required by the Contract Documents. Article 7 Indemnification 7.1 Tax Claim Indemnification 7.1.1 If, in accordance with Owner's direction, an exemption for all or part of the Work is claimed for taxes, Owner shall indemnify, defend and hold harmless Design - Builder from and against any liability, penalty, interest, fine, tax assessment, attorneys' fees or other expenses or costs incurred by Design -Builder as a result of any action taken by Design -Builder in accordance with Owner's directive. 7.2 Payment Claim Indemnification 7.2.1 Providing that Owner is not in breach of its contractual obligation to make payments to Design -Builder for the Work, Design -Builder shall indemnify, defend and hold harmless Owner from any claims or mechanic's liens brought against Owner or against the Project as a result of the failure of Design -Builder, or those for whose acts it is responsible, to pay for any services, materials, labor, equipment, taxes or other items or obligations furnished or incurred for or in connection with the Work. Within three (3) days of receiving written notice from Owner that such a claim or mechanic's lien has been filed, Design -Builder shall commence to take the steps necessary to discharge said claim or lien, including, if necessary, the furnishing of a mechanic's lien bond. 7.3 Design -Builder's General Indemnification 7.3.1 Design -Builder, to the fullest extent permitted by law, shall indemnify and hold harmless Owner, its officers, directors, employees and agents from and against claims, losses, damages, liabilities, for bodily injury, sickness or death, and property damage or destruction (other than to the Work itself) but only to the extent directly resulting from the negligent acts or omissions of Design -Builder, Design Consultants, Subcontractors, anyone employed directly or indirectly by any of them or anyone for whose acts any of them may be liable. 7.4 Owner's General Indemnification 7.4.1 Owner, to the fullest extent permitted by law, shall indemnify, hold harmless and defend Design -Builder and any of Design -Builder's officers, directors, employees, or agents from and against claims, losses, damages, liabilities, including attorneys' fees and expenses, for bodily injury, sickness or death, and property damage or destruction (other than to the Work itself) to the extent resulting from the negligent acts or omissions of Owner's separate contractors or anyone for whose acts any of them may be liable. Article 8 Time 8.1 Obligation to Achieve the Contract Times 8.1.1 Design -Builder agrees that it will commence performance of the Work and achieve the Contract Time(s) in accordance with Article 5 of the Agreement. 8.2 Delays to the Work 8.2.1 If Design -Builder is delayed in the performance of the Work due to acts, omissions, conditions, events, or circumstances beyond its control and due to no fault of its own or those for whom Design -Builder is responsible, the Contract Time(s) for performance shall be reasonably extended by Change Order. By way of example, events that will entitle Design -Builder to an extension of the Contract Time(s) include acts or omissions of Owner or anyone under Owner's control (including separate contractors), changes in the Work, Differing Site Conditions, Hazardous Conditions, wars, floods, labor disputes, unusual delay in transportation, unusual delay in utility providers work, epidemics abroad, Standard Form of General Conditions of Contract Between Page 9 Owner and Design -Builder 1112006 version Channel Building Company, Inc. earthquakes, adverse weather conditions not reasonably anticipated, and other acts of God. 8.2.2 In addition to Design -Builder's right to a time extension for those events set forth in Section 8.2.1 above, Design -Builder shall also be entitled to an appropriate adjustment of the Contract Price provided, however, that the Contract Price shall not be adjusted for those events set forth in Section 8.2.1 above that are beyond the control of both Design -Builder and Owner, including the events of war, floods, labor disputes, earthquakes, epidemics, adverse weather conditions not reasonably anticipated, and other acts of God. Article 9 Changes to the Contract Price and Time 9.1 Change Orders 9.1.1 A Change Order is a written instrument issued after execution of the Agreement signed by Owner and Design - Builder, stating their agreement upon all of the following: The scope of the change in the Work; .2 The amount of the adjustment to the Contract Price; and .3 The extent of the adjustment to the Contract Time(s). 9.1.2 All changes in the Work authorized by applicable Change Order shall be performed under the applicable conditions of the Contract Documents. Owner and Design - Builder shall negotiate in good faith and as expeditiously as possible the appropriate adjustments for such changes. 9.1.3 If Owner requests a proposal for a change in the Work from Design -Builder and subsequently elects not to proceed with the change, a Change Order shall be issued to reimburse Design -Builder for reasonable costs incurred for estimating services, design services and services involved in the preparation of proposed revisions to the Contract Documents. 9.2 Work Change Directives 9.2.1 A Work Change Directive is a written order prepared and signed by Owner, directing a change in the Work prior to agreement on an adjustment in the Contract Price and/or the Contract Time(s). 9.2.2 Owner and Design -Builder shall negotiate in good faith and as expeditiously as possible the appropriate adjustments for the Work Change Directive. Upon reaching an agreement, the parties shall prepare and execute an appropriate Change Order reflecting the terms of the agreement. Daily work slips documenting reasonable expense and savings in performance of the Work shall be signed by Owner (or Owner's Representative) for work performed pursuant to a Work Change Directive and payment shall occur, unless agreement is made otherwise, in accordance with 9.4.4. 9.3 Minor Changes in the Work 9.3.1 Minor changes in the Work do not involve an adjustment in the Contract Price and/or Contract Time(s) and do not materially and adversely affect the Work, including the design, quality, performance and workmanship required by the Contract Documents. Design -Builder may make minor changes in the Work consistent with the intent of the Contract Documents, provided, however that Design -Builder shall promptly inform Owner, in writing, of any material changes and record such changes on the documents maintained by Design -Builder. 9.4 Contract Price Adjustments 9.4.1 The increase or decrease in Contract Price resulting from a change in the Work shall be determined by one or more of the following methods: 1 Unit prices set forth in the Agreement or as subsequently agreed to between the parties; 2 A mutually accepted, lump sum, properly itemized and supported by sufficient substantiating data to permit evaluation by Owner; 3 Costs, fees and any other markups set forth in the Agreement; and .4 If an increase or decrease cannot be agreed to as set forth in items .1 through .3 above and Owner issues a Work Change Directive, the cost of the change of the Work shall be determined by the reasonable expense and savings in the performance of the Work resulting from the change, not limited to using Design - Builder's Billable Rates, including a reasonable overhead and profit, as may be set forth in the Agreement. If the net result of both additions and deletions to the Work is an increase in the Contract Price, overhead and profit shall be calculated on the basis of the net increase to the Contract Price. If the net result of both additions and deletions to the Work is a decrease in the Contract Price, there shall be no overhead or profit adjustment to the Contract Price. Design -Builder shall maintain a documented, itemized accounting evidencing the expenses and savings associated with such changes. 9.4.2 If unit prices are set forth in the Contract Documents or are subsequently agreed to by the parties, but application of such unit prices will cause substantial inequity to Owner or Design -Builder because of differences in the character or quantity of such unit items as originally contemplated, such unit prices shall be equitably adjusted. 9.4.3 If Owner and Design -Builder disagree upon whether Design -Builder is entitled to be paid for any services required by Owner, or if there are any other disagreements over the Scope of Work or proposed changes to the Work, Owner and Design -Builder shall resolve the disagreement pursuant to Article 10 hereof. As part of the negotiation process, Design - Builder shall furnish Owner with a good faith estimate of the Standard Form of General Conditions of Contract Between Page 10 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. costs to perform the disputed services in accordance with Owner's interpretations. If the parties are unable to agree and Owner expects Design -Builder to perform the services in accordance with Owner's interpretations, Design -Builder shall proceed to perform the disputed services, conditioned upon Owner issuing a written order to Design -Builder (i) directing Design -Builder to proceed and (ii) specifying Owner's interpretation of the services that are to be performed. If this occurs, Design -Builder shall be entitled to submit in its Applications for Payment an amount equal to fifty percent (50%) of its reasonable estimated direct cost to perform the services, and Owner agrees to pay such amounts, with the express understanding that (i) such payment by Owner does not prejudice Owner's right to argue that it has no responsibility to pay for such services and (ii) receipt of such payment by Design -Builder does not prejudice Design -Builder's right to seek full payment of the disputed services if Owner's order is deemed to be a change to the Work. 9.5 Emergencies 9.5.1 In any emergency affecting the safety of persons and/or property, Design -Builder shall act, at its discretion, to prevent threatened damage, injury or loss. Any change in the Contract Price and/or Contract Time(s) on account of emergency work shall be determined as provided in this Article 9. Article 10 Contract Adjustments and Disputes 10.1 Requests for Contract Adjustments and Relief 10.1.1 If either Design -Builder or Owner believes that it is entitled to relief against the other for any event arising out of or related to the Work or Project, such party shall provide written notice to the other party of the basis for its claim for relief. Such notice shall, if possible, be made prior to incurring any cost or expense and in accordance with any specific notice requirements contained in applicable sections of these General Conditions of Contract. In the absence of any specific notice requirement, written notice shall be given within a reasonable time, not to exceed thirty (30) days, after the occurrence giving rise to the claim for relief or after the claiming party reasonably should have recognized the event or condition giving rise to the request, whichever is later. Such notice shall include sufficient information to advise the other party of the circumstances giving rise to the claim for relief, the specific contractual adjustment or relief requested and the basis of such request. 10.2 Dispute Avoidance and Resolution 10.2.1 The parties are fully committed to working with each other throughout the Project and agree to communicate regularly with each other at all times so as to avoid or minimize disputes or disagreements. If disputes or disagreements do arise, Design -Builder and Owner each commit to resolving such disputes or disagreements in an amicable, professional and expeditious manner so as to avoid unnecessary losses, delays and disruptions to the Work. 10.2.2 Design -Builder and Owner will first attempt to resolve disputes or disagreements at the Feld level through discussions between Design -Builder's Representative and Owner's Representative. 10.2.3 If a dispute or disagreement cannot be resolved through Design -Builder's Representative and Owner's Representative, Design -Builder's Senior Representative and Owner's Senior Representative, upon the request of either party, shall meet as soon as conveniently possible, but in no case later than thirty (30) days after such a request is made, to attempt to resolve such dispute or disagreement. Prior to any meetings between the Senior Representatives, the parties will exchange relevant information that will assist the parties in resolving their dispute or disagreement. 10.2.4 If after meeting the Senior Representatives determine that the dispute or disagreement cannot be resolved on terms satisfactory to both parties, the parties shall submit the dispute or disagreement to non-binding mediation. The mediation shall be conducted by a mutually agreeable impartial mediator, or if the parties cannot so agree, a mediator designated by the American Arbitration Association ("AAA") pursuant to its Construction Industry Mediation Rules. The mediation will be governed by and conducted pursuant to a mediation agreement negotiated by the parties or, if the parties cannot so agree, by procedures established by the mediator. 10.3 Arbitration 10.3.1 Any claims, disputes or controversies between the parties arising out of or relating to the Agreement, or the breach thereof, which have not been resolved in accordance with the procedures set forth in Section 10.2 above shall be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the AAA then in effect, unless the parties mutually agree otherwise. 10.3.2 The award of the arbitrator(s) shall be final and binding upon the parties without the right of appeal to the courts. Judgment may be entered upon it in accordance with applicable law by any court having jurisdiction thereof. 10.3.3 Design -Builder and Owner expressly agree that any arbitration pursuant to this Section 10.3 may be joined or consolidated with any arbitration involving any other person or entity (i) necessary to resolve the claim, dispute or controversy or (ii) substantially involved in or affected by such claim, dispute or controversy. Both Design -Builder and Owner will include appropriate provisions in all contracts they execute with other parties in connection with the Project to require such joinder or consolidation. 10.3.4 The prevailing party in any arbitration, or any other final, binding dispute proceeding upon which the parties may agree, shall be entitled to recover from the other party reasonable attorneys' fees and expenses incurred by the prevailing party. 10.4 Duty to Continue Performance 10.4.1 Unless provided to the contrary in the Contract Documents, Design -Builder shall continue to perform the Work and Owner shall continue to satisfy its payment obligations to Design -Builder, pending the final resolution of any dispute or disagreement between Design -Builder and Owner. Standard Form of General Conditions of Contract Between Page 11 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. 10.5 Consequential Damages 10.5.1 Notwithstanding anything herein to the contrary (except as set forth in section 10.5.2 below), neither Design - Builder nor Owner shall be liable to the other for any consequential losses or damages, whether arising in contract, warranty, tort (including negligence), strict liability or otherwise, including but not limited to losses of use, profits, business, reputation or financing. 10.5.2 The consequential damages limitation set forth in Section 10.5.1 above is not intended to affect the payment of liquidated damages, if any, set forth in Article 5 of the Agreement, which both parties recognize has been established, in part, to reimburse Owner for some damages that might otherwise be deemed to be consequential. Article 11 Stop Work and Termination for Cause 11.1 Owner's Right to Stop Work 11.1.1 Owner may, without cause and for its convenience, order Design -Builder in writing to stop and suspend the Work. Such suspension shall not exceed: (i) thirty (30) consecutive or aggregate days; or (ii) twenty percent (20%) of the duration of the Project, whichever is period is shorter. 11.1.2 Design -Builder is entitled to seek an adjustment of the Contract Price and/or Contract Time(s) if its cost or time to perform the Work has been adversely impacted by any suspension or stoppage of work by Owner. 11.2 Owner's Right to Perform and Terminate for Cause 11.2.1 If Design -Builder persistently fails to (i) provide a sufficient number of skilled workers, (ii) supply the materials required by the Contract Documents, (iii) comply with applicable Legal Requirements, (iv) timely pay, without cause, Design Consultants or Subcontractors, (v) prosecute the Work with promptness and diligence to ensure that the Work is completed by the Contract Time(s), as such times may be adjusted, or (vi) perform material obligations under the Contract Documents, then Owner, in addition to any other rights and remedies provided in the Contract Documents or by law, shall have the rights set forth in Sections 11.2.2 and 11.2.3 below. 11.2.2 Upon the occurrence of an event set forth in Section 11.2.1 above, Owner may provide written notice to Design - Builder that it intends to terminate the Agreement unless the problem cited is cured, or commenced to be cured, within seven (7) days of Design -Builder's receipt of such notice. If Design -Builder fails to cure, or reasonably commence to cure, such problem, then Owner may give a second written notice to Design -Builder of its intent to terminate within an additional seven (7) day period. If Design -Builder, within such second seven (7) day period, fails to cure, or reasonably commence to cure, such problem, then Owner may declare the Agreement terminated for default by providing written notice to Design -Builder of such declaration. 11.2.3 Upon declaring the Agreement terminated pursuant to Section 11.2.2 above, Owner may enter upon the premises and take possession, for the purpose of completing Standard Form of General Conditions of Contract Between Owner and Design -Builder 11/2006 version Channel Building Company, Inc. the Work, of all materials, equipment, scaffolds, tools, appliances and other items thereon, which have been purchased or provided for the performance of the Work, all of which Design -Builder hereby transfers, assigns and sets over to Owner for such purpose, and to employ any person or persons to complete the Work and provide all of the required labor, services, materials, equipment and other items. In the event of such termination, Design -Builder shall not be entitled to receive any further payments under the Contract Documents until the Work shall be finally completed in accordance with the Contract Documents. At such time, if the unpaid balance of the Contract Price exceeds the cost and expense incurred by Owner in completing the Work, such excess shall be paid by Owner to Design -Builder. Notwithstanding the preceding sentence, if the Agreement establishes a Guaranteed Maximum Price, Design -Builder will only be entitled to be paid for Work performed prior to its default. If Owner's costs and expenses of completing the Work exceeds the unpaid balance of the Contract Price, then Design -Builder shall be obligated to pay the difference to Owner. Such costs and expense shall include not only the cost of completing the Work, but also losses, damages, costs and expenses arising from Design -Builder's default, subject to the waiver of consequential damages set forth in Section 10.5 hereof. 11.2.4 If Owner improperly terminates the Agreement for cause, the termination for cause will be converted to a termination for convenience in accordance with the provisions of Article 8 of the Agreement. 11.3 Design -Builder's Right to Stop Work 11.3.1 Design -Builder may, in addition to any other rights afforded under the Contract Documents or at law, stop work for the following reasons: 1 Owner's failure to provide financial assurances as required under Section 3.3 hereof; or .2 Owner's failure to pay amounts properly due under Design -Builder's Application for Payment. 11.3.2 Should any of the events set forth in Section 11.3.1 above occur, Design -Builder has the right to provide Owner with written notice that Design -Builder will stop work unless said event is cured within seven (7) days from Owner's receipt of Design -Builder's notice. If Owner does not cure the problem within such seven (7) day period, Design -Builder may stop work. In such case, Design -Builder shall be entitled to make a claim for adjustment to the Contract Price and Contract Time(s) to the extent it has been adversely impacted by such stoppage. 11.4 Design -Builder's Right to Terminate for Cause 11.4.1 Design -Builder, in addition to any other rights and remedies provided in the Contract Documents or by law, may terminate the Agreement for cause for the following reasons: The Work has been stopped for: (i) thirty (30) consecutive or aggregate days; or (ii) twenty percent (20%) of the planned duration of the Project, whichever period is shorter, because of court order, any Page 12 government authority having jurisdiction over the Work, or orders by Owner under Section 11.1.1 hereof, provided that such stoppages are not due to the acts or omissions of Design -Builder or anyone for whose acts Design -Builder may be responsible. .2 Owner's failure to provide Design -Builder with any information, permits or approvals that are Owner's responsibility under the Contract Documents which result in Work stoppage amounting to more than: (i) thirty (30) consecutive or aggregate days.; or (ii) twenty percent (20%) of the planned duration of the Project, whichever period is shorter, even though Owner has not ordered Design -Builder in writing to stop and suspend the Work pursuant to Section 11.1.1 hereof. .3 Owner's failure to cure the problems set forth in Section 11.3.1 above after Design - Builder has stopped the Work. 11.4.2 Upon the occurrence of an event set forth in Section 11.4.1 above, Design -Builder may provide written notice to Owner that it Intends to terminate the Agreement unless the problem cited is cured, or commenced to be cured, within seven (7) days of Owner's receipt of such notice. If Owner fails to cure, or reasonably commence to cure, such problem, then Design -Builder may give a second written notice to Owner's Senior Representative of its intent to terminate within an additional seven (7) day period. If Owner, within such second seven (7) day period, fails to cure, or reasonably commence to cure, such problem, then Design - Builder may declare the Agreement terminated for default by providing written notice to Owner of such declaration. In such case, Design -Builder shall be entitled to recover in the same manner as if Owner had terminated the Agreement for its convenience under Article 8 of the Agreement. 11.5 Bankruptcy of Owner or Design -Builder 11.5.1 If either Owner or Design -Builder institutes or has instituted against it a case under the United States Bankruptcy Code (such parry being referred to as the "Bankrupt Party"), such event may impair or frustrate the Bankrupt Party's ability to perform its obligations under the Contract Documents. Accordingly, should such event occur: The Bankrupt Party, its trustee or other successor, shall furnish, upon request of the non -Bankrupt Party adequate assurance of the ability of the Bankrupt Party to perform all future material obligations under the Contract Documents, which assurances shall be provided within ten (10) days after receiving notice of the request; and .2 The Bankrupt Party shall file an appropriate action within the bankruptcy court to seek assumption or rejection of the Agreement within sixty (60) days of the institution of the bankruptcy filing and shall diligently prosecute such action. If the Bankrupt Parry fails to comply with its foregoing obligations, the non -Bankrupt Party shall be entitled to request the bankruptcy court to reject the Agreement, declare the Agreement terminated and pursue any other recourse available to the non -Bankrupt Party under this Article 11. 11.5.2 The rights and remedies under Section 11.5.1 above shall not be deemed to limit the ability of the non - Bankrupt Parry to seek any other rights and remedies provided by the Contract Documents or by law, including its ability to seek relief from any automatic stays under the United States Bankruptcy Code or the right of Design -Builder to stop Work under any applicable provision of these General Conditions of Contract. Article 12 Miscellaneous 12.1 Assignment 12.1.1 Neither Design -Builder nor Owner shall, without the written consent of the other assign, transfer or sublet any portion or part of the Work or the obligations required by the Contract Documents, notwithstanding Design -Builders right to subcontract portions of the work. 12.2 Successorship 12.2.1 Design -Builder and Owner intend that the provisions of the Contract Documents are binding upon the parties, their employees, agents, heirs, successors and assigns. 12.3 Governing Law 12.3.1 The Agreement and all Contract Documents shall be governed by the laws of the place of the Project, without giving effect to its conflict of law principles. 12.4 Severability 12.4.1 If any provision or any part of a provision of the Contract Documents shall be finally determined to be superseded, invalid, illegal, or otherwise unenforceable pursuant to any applicable Legal Requirements, such determination shall not impair or otherwise affect the validity, legality, or enforceability of the remaining provision or parts of the provision of the Contract Documents, which shall remain in full force and effect as if the unenforceable provision or part were deleted. 12.5 No Waiver 12.5.1 The failure of either Design -Builder or Owner to insist, in anyone or more instances, on the performance of any of the obligations required by the other under the Contract Documents shall not be construed as a waiver or relinquishment of such obligation or right with respect to future performance. 12.6 Headings 12.6.1 The headings used in these General Conditions of Contract or any other Contract Document, are for ease of reference only and shall not in any way be construed to limit or alter the meaning of any provision. Standard Form of General Conditions of Contract Between Page 13 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. 12.7 Notice 12.7.1 Whenever the Contract Documents require that notice be provided to the other party, notice will be deemed to have been validly given (i) if delivered in person to the individual intended to receive such notice, (ii) four (4) days after being sent by registered or certified mail, postage prepaid to the address indicated in the Agreement or (iii) if transmitted by facsimile, by the time stated in a machine generated confirmation that notice was received at the facsimile number of the intended recipient. 12.8 Amendments 12.8.1 The Contract Documents may not be changed, altered, or amended in any way except in writing signed by a duly authorized representative of each party. 12.9 Additional Owner Representations 12.9.1 The Owner hereby represents and warrants that it has the legal right to construct the Work that is authorized by the Owner to be performed hereunder and to direct the Design -Builder to proceed with the Project and the Work. 12.19.2 The Owner hereby represents and warrants that it has the financial capacity to promptly pay for the Project and the Work directed by the Owner to be performed by the Design -Builder. 12.9.3 Whenever action, consent, or approval of the Owner is required, the Owner shall act timely and reasonable and shall not unreasonably withhold information or delay any action, consent or approval. 12.10 Good Faith 12.10.1 The Owner and the Design -Builder agree to act in good faith and in a reasonable manner in all dealing with each other and in connection with the Project and the Work. The Owner shall cause its consultants and separate contractors to act in good faith and in a reasonable manner in all of their dealing with the Design -Builder in connection with the Project and the Work. Whenever action, consent, or approval of the Owner's consultants or separate contractors is required, the Owner shall cause its consultants or separate contractors to act timely and reasonably. Standard Form of General Conditions of Contract Between Page 14 Owner and Design -Builder 11/2006 version Channel Building Company, Inc. CHANNEL BUILDING COMPANY CRUSDADER PAPER COMPANY ADDITION Drawing Log Division Number Title Date Revision Civil 1 of 2 Proposed Site Plan 08/23/2007 4 Fc—i 2 of 2 Proposed Site Plan 08/23/2007 4 CHANNEL BUILDING COMPANY CRUSDADER PAPER COMPANY ADDITION Scope of Work DIVISION 1— GENERAL CONDITIONS 1. Architectural, Structural, Fire Protection, HVAC, Electrical design, and engineering services for the building construction. Professional certification by registered design professionals. 2. Provide 2-4 geotechnical borings and subsequent report and structural recommendations to determine adequacy of existing subsurface material for purpose of supporting proposed building and slab loads. 3. Full time, on-site construction supervision. 4. General labor. 5. Project administration by Project Manager and Assistant Project Manager based at Channel office. 6. Weekly construction meetings at the site with the Project Manager and Owner or his agent present. Construction schedule and progress, and information or actions required by the Owner and Contractor shall be reviewed. The Contractor shall update construction schedule monthly. Contractor shall prepare meeting minutes. 7. Temporary sanitary facilities and telephone. 8. Jobsite office and storage trailers as required. 9. Clean up and dumpster fees. 10. Final cleaning including windows. 11. Soil, concrete, and steel testing in accordance with code requirements. 12. Submittals shall be reviewed in accordance with requirements of Owner — Design -Builder Agreement. Two (2) copies shall be submitted for Owner review and approval. Required submittals include information relating to major building components and equipment, such as samples, product data and shop drawings. 13. Site safety. 14. Cutting and patching. 15. One (1) year material and labor warranty for all work. 16. Closeout documents shall include maintenance procedures for all installed materials and equipment, warranties, subcontractor list, shop drawings, product data, and as -built drawings. DIVISION 2 — SITEWORK AND DEMOLITION 1. Notification to DIGSAFE and other state or municipal authorities regarding impending construction. 2. Siltation control as required. 3. Saw cutting and patch paving of direct areas around new addition. 4. Clear and grub all trees, brush and stumps from the site. Strip loam and stock pile on site. Page 1 of 5 5. Cut/fill of soil materials as necessary to establish sub -grades and finish grades indicated on the site plans. DIVISION 2 — SITEWORK AND DEMOLITION cont. 6. Excavate and backfill for footings, foundations, interior utilities and exterior utilities. Assume foundations four -(4) feet below finish grade. 7. Gravel of 8" min. crushed under building slab. All soil shall be compacted to a minimum of 95% under foundations, slabs, pavement, and foundation backfill. 8. Remove existing fencing. Install guardrail as shown. 9. Install ten (10) 6"x7' concrete filled and encased steel pipe bollards at locations to be selected. 10. Saw cut and remove 10'x12' masonry wall between existing and proposed buildings. Two (2) locations. DIVISION 3 — CONCRETE 1. Reinforced 3000 psi concrete foundation at proposed building addition. Foundation will be smooth form finish.with fins removed and tie holes plugged. (Assume 410 LF 8' high wall). Interior concrete pads and piers. 2. Concrete slab 6" thick 3000 psi reinforced with 6 x 6 welded wire mesh. 3. Saw cut control joints in all new concrete slabs as required. 4. All exposed slabs shall receive two (2) coats of concrete sealer prior to occupancy. 5. One (1) set exterior pre -cast concrete stairs with rails. 6. Concrete pumping as necessary. DIVISION 4 — MASONRY 1. Split faced 12" masonry non -load bearing block exterior utilizing as close match as possible to existing colors and accents. Block shall be reinforced with horizontal truss type and vertically with grade 60 rebar. 2. Insulation will be Korfil 11 foam insulation inserts. 3. Bond beam, grout, flashing and all necessary components included. DIVISION 5 — METALS 1. Furnish and erect all steel beams, columns, braces, joists, joist girders, prime painted roof deck, anchor bolts, leveling plates and miscellaneous connections for super structure of the addition. 2. Steel pipe rails at one (1) set of exterior pre -cast concrete stairs. 3. Ten (10) 6"x7' steel pipe bollards. 4. Structural lintels as required for all masonry penetrations. DIVISION 6 — WOODS AND PLASTICS 1. Miscellaneous blocking as required. DIVISION 7 — THERMAL AND MOISTURE Page 2 of 5 1. Caulking at masonry control joints and between all dissimilar materials. Polyurethane caulking to be used at glazing systems or as recommended by system manufacturer. 2. Foundation and slab insulation in accordance with code. 3. Pressure treated wood blocking shall be provided at perimeter of roof. DIVISION 7 — THERMAL AND MOISTURE cont. 4. Furnish and install 3" ISO board roof insulation, .045 Firestone loose laid, ballasted roof system with bronze gravel stop. 5. Penetration and flashing for one (1) HVAC roof top unit. 6. Six (6) 4'x8' Wasco double dome skylights complete with flashing, wood blocking and sub - frame. 7. Roof edge trim to match existing. DIVISION 8 — DOORS AND WINDOWS 1. Addition to have three (3) exterior hollow metal frames and doors each with closer, weather stripping, lockset, BB butts and threshold. 2. Two (2) 10'x 12' roll -up fire shutter type doors at new penetrations between existing and proposed building. 3. One (1) 8'x10' high lift white sectional insulated metal overhead door with electrical operator. 4. Two (2) 4'x4' glass and aluminum window units at Owner's desired location. DIVISION 9 — FINISHES 1. Hollow metal doors and frames to be painted two (2) coats enamel from standard color range. 2. Supply and installation of spray -on waterproofing CMU block sealer after new masonry installation. DIVISION 10 — SPECIALTIES No work included. DIVISION 11 — EQUIPMENT 1. One (1) 6'x8' 25,000 lb. hydraulic dock leveler with one (1) pair dock bumpers. 2. One (1) dock lock truck restraint system. 3. One (1) extending arm dock light. DIVISION 12 — FURNISHINGS No work included. DIVISION 13 — SPECIAL CONSTRUCTION No work included. DIVISION 14 — CONVEYING SYSTEMS Page 3 of 5 No work included. DIVISION 15A — PLUMBING 1. Provide three (3) 6" interior roof drains as required tied into existing drainage stubs. DIVISION 15B — SPRINKLER SYSTEM 1. Complete wet pipe system installed throughout the building addition. 2. New system shall be built from existing 8" water entrance and include new wet alarm valve. 3. System piping shall be designed and installed in accordance with NFPA 13 for roll paper storage up to 18' to match existing storage conditions. 4. Sprinkler heads to be brass uprights at open ceilings. 5. Adequate water pressure is assumed, booster pump, fire pump, tank, are not included. DIVISION 15C — HVAC 1. One (1) gas fired package heating and ventilation unit to provide heating for 18,000 SF addition. 2. Unit includes: a. Non-fused disconnect switch. b. 740 MBH natural gas. C. Remote control station with set back. d. Permanent filters. e. Roof curb. f. Motorized intake damper. g. Directional flow elbows. h. Five (5) year burner warrantee. 3. Gas piping to new unit will originate at gas line run by others immediately adjacent to new addition within the existing building. Gas piping "home run" from existing gas meter riser service within existing building to new addition is excluded. 4. Crane, rigging. All control wiring. DIVISION 16 — ELECTRICAL 1. Install one (1) 400 amp, 3 phase breaker in existing main switchboard. 2. Install one (1) 400 amp EMT feeder from main switchboard to a new 400 amp, 277/480 volt panelboard, which will be located in new addition. 3. Install one (1) 75 KVA (200A) transformer and one (1) 200 amp, 120/208 volt, 3 phase, 4 wire, 42 circuit panelboard. NOTE: This panel to service new addition. 4. Lighting: a. Install 44 6 lamp, T5 HO fluorescent fixtures. Light levels should be approximately 20FC. b. Twelve (12) twin head emergency battery units. C. Four (4) combination exit emergency lights. d. Remove existing wall packs on end wall and install five (5) new wall packs on new addition to match existing fixtures. e. Exterior fixture to be photo cell/time clock controlled. 4. Power: Page 4 of 5 a. Install twelve (12) general use duplex receptacles. b. Power wiring for two (2) overhead doors. C. One (1) motorized dock leveler. d. Provide power wiring for one (1) heat only roof top unit. DIVISION 16 — ELECTRICAL cont. 5. Fire Alarm: a. Install three (3) additional fire alarm zones to existing FCI alarm panel. One (1) for sprinkler, one (1) for pull station and one (1) for HVAC. b. Install pull stations at exits, horn/strobes as required by code. NOTE: We are assuming that existing fire alarm panel is capable of expansion. Some FCI components are no longer available. Page 5 of 5 CHANNEL BUILmiNG COMPANY CRUSDADER PAPER COMPANY ADDITION Exclusions 1. Unsuitable soils or ledge removal. 2. Dewatering. 3. Winter conditions of any nature. 4. Cost of foundation, building or occupancy permits. 5. Bonds of any nature. 6. Builder's Risk Insurance. 7. Hazardous waste. 8. Owner's process equipment or furnishings. 9. Blocking or other reinforcement for Owner supplied components. 10. Coordination, moving and set-up of Owner supplied components. 11. Compressor hook-up or compressed air piping. 12. Upgrades to existing building of any nature unless notably included in Scope of Work. 13. Gas line home run. 14. Utility company back charges, infrastructure or tie-in fees. 15. Concealed conditions. 16. Air conditioning. 17. Liner panel system. 18. Racking. 19. Rack sprinklers. 20. Phone, communication or security wiring. 21. Civil engineering services, civil lay -out (survey), as -built foundation or site plan. 22. Signage of any nature. 23. Dock seals or shelters. 24. Fire pumps or tanks (assume adequate water pressure). 25. Painting of structural steel, decking or masonry. 26. Light poles. 27. Landscaping or irrigation. 28. Overhead 14x 14 drive-in door at addition. 29. Any work at "Land Bank Parking" as shown on 9-11-2007 civil plan. 30. Environmental or construction monitor as required by Planning Board and Conservation Commission. 31. Cost of temporary electricity. CHANNEL BUIL minim COMPANY CRUSDADER PAPER COMPANY ADDITION Miscellaneous Notes 1. All finishes to be chosen will be from manufacturer's standard ranges. 2. Concrete slab is proposed as 6" thick, 3000#, 3/4" aggregate concrete, reinforced with one layer of 6x6, 6 gauge welded wire mesh placed over 8" compacted processed gravel. Prior to the execution of this work, Design -Builder will analyze the Owner's anticipated floor loads and engineer the slab accordingly. Changes in scope that is proposed may constitute cost revisions to this line item. 3. It is assumed that the grades at the northerly end of the building which borders the proposed detention pond can be graded and utilized throughout construction to accommodate necessary staging, deliveries, circulation, etc. 4. It is assumed that grading can be altered from site plan dated September 11, 2007 by NE Engineering Services, Inc. to accommodate a foundation that has no more than 4.5' of exposed surface area on the exterior. Greater exposures will require foundation system with foundation walls greater than 8'. 5. All civil engineering costs will be outside this Proposal. 6. The design costs allotted for in this Proposal include only the necessary design components to construct the new addition and do not include any costs for interior space planning or major modifications to the existing building. 7. It is assumed that the ambient acoustical levels of standard HVAC equipment will be adequate and no special measures will have to be taken in selecting this equipment. CHANNEL BUILDING COMPANY CRUSDADER PAPER COMPANY ADDITION Schedule of Values Division Description Value 00 Design Services $ 29,052 01 General Conditions $ 192,308 02 Sitework & Demolition $ 256,121 03 Concrete Systems $ 118,518 04 Masonry $ 188,329 05 Metals $ 245,148 06 Wood & Plastics $ 1,493 07 Thermal & Moisture Protection $ 84,010 08 Windows, Doors & Hardware $ 17,552 09 Finishes $ 7,590 11 Equipment $ 9,229 15A Plumbing $ 6,402 15B Fire Sprinkler $ 39,479 15C HVAC $ 25,608 16 Electrical Systems $ 84,184 Total $ 1,305,023 -?A . 7 CHANNEL BUILDING COMPANY CRUSDADER PAPER COMPANY ADDITION Alternates (Not Included in Base Contract) If new fire alarm panel is required, pending review and approval of proposed system by Town of North Andover Fire Department. Add $ 5,600.00 If power for addition can be obtained at front wall of existing building after overhead door, in lieu of from main electric room. Deduct $ 6,400.00 If concrete slab upgrades are required due to structural analysis of Owner's loads imposed, 3000# concrete will be at a cost of $6,200.00 in place per each additional inch of thickness beyond 6" and reinforcing steel (bar or mesh) will be at a cost of $1,800.00 per ton in place. Costs of engineering, added compressive strength of concrete, or other requirements will be costed accordingly. If winter conditions are required, they will be passed to Owner via Change Order at cost plus fifteen percent (15%) fee. Design -Builder agrees to a cap of $40,000.00 to Owner for such costs. See Article 1.2.15 of Standard Form of General Conditions for definition. I r� .. Fire Protection by Computer Design SUPERIOR FIRE PROTECTION INC. "JIM 230 LONDONDERRY TURNPIKE FIRE PROT HOOKSETT NH 03106 q Cid. 644-4700 ' �4 ForgTE ` 00NAL Robert Cummings & Associates, PLLC Robert B. Cummings, P.E. MA FPE no. 39299 NH FPE no. 9628 181 Bow Bog Road Bow, NH 03304 (603)224-7453 fax(603)224-7467 Job Name : CRUSADER PAPER ADDITION Building : ADDITION Location : 350 HOLT ROAD NORTH ANDOVER System : 1 Contract : 2007-581 Data File : CRSPAPER.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0urr,L%1V1\ r_LL\M rl\ulGl.11uLV _Lw_ rage G T CRUSADER PAPER ADDITION Date Hydraulic Design Information Sheet Name - CRUSADER PAPER ADDITION Date - 1-7-08 Location - 350 HOLT ROAD NORTH ANDOVER Building - ADDITION System No. - 1 Contractor - CHANNEL BULDING COMPANY Contract No. - 2007-581 Calculated By - EC Drawing No. - 1 OF 1 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 29'6 Occupancy - PAPER STORAGE S Y S T E M D E S I G N QX) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. (1 ( ) NFPA 231C ( ) Figure Curve Other MATCH EXISTING DESIGN DATA Specific Ruling Made By NFPA Date Area of Sprinkler Operation - 2500 Density - 0.3 Area Per Sprinkler - 100 Elevation at Highest Outlet - 28.5 Hose Allowance - Inside - 100 Rack Sprinkler Allowance - Hose Allowance - Outside - 400 Note System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make TYCO Model ELO 231 Size 3/4" K -Factor 11.2 Temp.Rat.286 Calculation Flow Required - 1267.40 Press Required - 90.644 At BOR Summary C -Factor Used: 120 Overhead 140 Underground W A T E R S U P P L Y Water Flow Test: Date of Test - 1-7-08 Time of Test - 11:00 AM Static Press - 145 Residual Press - 120 Flow - 1452 Elevation - 3 Pump Data: Rated Cap.- @ Press - Elev. - Location - AT FRONT ENTRANCE OF SITE Source of Information - SUPERIOR FIRE PROTECTION Tank or Reservoir: Cap. - Elev.- Well Proof Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 O G rt (D n � N O O � o n ,n w o CT' x O l< O a n a ft O O 0 O H O 0 �u H O O G o ft (D 0 r 0 OD x C: F C/) 0 0 0 Lo O 00 J I-- 400 F'O O O LTJ ',i7 C U] � C 7 id R7 F-� N w 4A cn m —7 w w F-' H F- a w 0 (D O O O Co O O O O O O F-' N w cn fl O m In �s d o E 0 G N 0 0 0 0 0 0 n C) n 0 q fU I I I rF H N(Drt�txl H 0 mcna � r� r• rr a R a r- rt a w 0 (D H ro ��ro M ri (n � N m ro fl O m In �s d o E 0 G N n k< d G (D H C7 H fi •• H H -C, (D O H Ln .. i- z o N 4P z N G) N H cn (7 roH ED H d w C) N d dC7d 1 I I I Cf)0 x x,<,< F, w,*00LOW(D Ifi 0 cn a ri- rt C r�r�mm rt kchy-- r. zo e�roftl0 £En.. w F w . F r N�l C) JH � mar -n rn• ' —1 t (D J O v LOP cn oG)ro �o b o o , ro [n rn n, G) In ro H � H n C) n 0 q fU I I I rF H N(Drt�txl 0 mcna � r� r• rr a R a r- rt a w 0 (D H ro ��ro M ri (n � N m ro fl O m In �s d o E 0 G N n k< d G (D H C7 H fi •• H H -C, (D O H Ln .. i- z o N 4P z 1-1 (n G) N H cn (7 roH ED H purr nlvtc r ttcr rrcutr Ll lvLv l�v�. rage 4 r CRUSADER PAPER ADDITION Date Fitting Legend Abbrev. Name A B C D E F G K L M 4 S T W Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve Detector Check Valve Long Turn Elbow Medium Turn Elbow Flow Control Valve Swing Check Valve 90' Flow thru Tee Wafer Check Valve Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0Ura11r,1Urc rinn r11W1nU11UN INN. r CRUSADER PAPER ADDITION 5 6 8 rage Date o 14 16 Unadjusted Fittings Table 20 24 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 9 10 12 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 1 1 1 9.5 17 D 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 45 50 1 1 1 1 2 K 13 17 19 21 14 28 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 8 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 w Q 33 10.3 Z 2 2 2 3 4 5 6 7 8 10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1. 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 W 13.1 31.8 35.8 .27.4 2 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JVC L'1\1 V1\ L'11\L:i CL\Vl L'1..11VLV 11VV. raye o CRUSADER PAPER ADDITION Date Node Elevation K -Fact Press Flow Density Area Press No. Actual Added Req. Req. H1 28.5 11.2 7.45 30.57 .3 100 7 H2 28.5 •11.2 7.28 30.22 .3 100 7 H3 28.5 11.2 7.26 30.17 .3 100 7 H4 28.5 11.2 7.28 30.22 .3 100 7 H5 28.5 11.2 7.46 30.59 .3 100 7 H6 28.5 11.2 7.93 31.53 .3 100 7 R21 28.5 21.34 H1 •28.5 7.45 R1 28.5 8.12 H7 28.5 11.2 7.39 30.45 .3 100 7 H8 28.5 11.2 7.2 30.06 .3 100 7 H9 28.5 11.2 7.17 30 .3 100 7 H10 28.5 11.2 7.19 30.04 .3 100 7. H11 28.5 11.2 7.35 30.37 .3 100 7 H12 28.5 11.2 7.78 31.24 .3 100 7 R22 28.5 21.45 H7 28.5 7.39 R2 28.5 8.1 H13 28.5 11.2 7.44 30.56 .3 100 7 H14 28.5 11.2 7.25 30.16 .3 100 7 H15 28.5 11.2 7.22 30.1 .3 100 7 H16 28.5 11.2 7.24 30.13 .3 100 7 H17 28.5 11.2 7.4 30.47 .3 100 7 H18 28.5 11.2 7.83 31.34 .3 100 7 R23 28.5 21.55 H13 28.5 7.44 R3 28.5 8.16 H19 28.5 11.2 7.55 30.77 .3 100 7 H2O 28.5 11.2 7.35 30.37 .3 100 7 H21 28.5 11.2 7.32 30.31 .3 100 7 H22 28.5 11.2 7.34 30.34 .3 100 7 H23 28.5 11.2 7.5 30.67 .3 100 7 H24 28.5 11.2 7.93 31.55 .3 100 7 R24 28.5 21.78 H19 28.5 7.55 R4 28.5 8.27 H25 28.5 11.2 9.86 35.17 .3 100 7 R25 28.5 22.53 H25 28.5 9.86 R5 28.5 9.52 R6 28.5 10.15 R26 28.5 23.16 R6 28.5 10.15 R7 28.5 10.26 R27 28.5 23.87 R7 28.5 10.26 R8 28.5 10.33 R28 28.5 24.78 R8 28.5 10.33 1 26.5 9.63 2 26.5 9.65 3 26.5 9.71 4 26.5 9.84 5 26.5 10.07 6 26.5 10.23 7 26.5 10.3 21 26.5 23.47 22 26.5 23.5 23 26.5 23.61 24 26.5 23.85 25 26.5 24.25 26 26.5 24.81 27 26.5 25.56 28 26.5 26.52 TIE 26.5 52.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rcayC i CRdSADER PAPER ADDITION Date Node Elevation K -Fact Press Flow Density Area Press No. Actual Added Req. Req. TOR 26.5 54.26 100 BOR 5.5 74.28 400 UND 3 87.2 UND1 -5 91.65 TEST 3 90.64 The maximum velocity is 28.53 and it occures in the pipe between nodes BOR and UND Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .1 vi La-- L'1t.L 1-. 1Li- I1 JLi 11VV. rays O CRUSADER PAPER ADDITION 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 H1 -44.78 2.157 10.000 7.451 7.451 K Factor = 11.2 to 120 H2 -44.78 -0.0173 10.000 -0.173 Vel = -3.932 H2 30.22 2.157 10.000 7.279 7.279 K Factor = 11.2 to 120 H3 -14.56 -0.0022 10.000 -0.022 Vel = -1.278 H3 30.17 2.157 10.000 7.257 7.257 K Factor = 11.2 to 120 H4 15.61 0.0025 10.000 0.025 Vel = 1.371 H4 30.22 2.157 10.000 7.282 7.282 K Factor = 11.2 to 120 H5 45.83 0.0180 10.000 0.180 Vel = 4.024 H5 30.60 2.157 10.000 7.462 7..462 K Factor = 11.2 to 120 H6 76.43 0.0464 10.000 0.464 Vel = 6.710 H6 31.53 2.157 152.500 7.926 7.926 K Factor = 11.2 to 120 R21 107.96 0.0880 152.500 13.416 Vel = 9.479 R21 2.157 1T 12.307 2.000 21.342 21.342 to 120 12.307 0.866 21 107.96 0.0880 14.307 1.259 Vel = 9.479 107.96 23.467 K Factor = 22.29 H1 75.35 2.157 1T 12.307 2.500 7.451 7.451 to 120 12.307 R1 75.35 0.0452 14.807 0.670 Vel = 6.616 Rl 2.157 1T 12.307 2.000 8.121 8.121 to 120 12.307 0.866 1 75.35 0.0452 14.307 0.647 Vel = 6.616 75.35 9.634 K Factor = 24.28 H7 -47.15 2.157 10.000 7.394 7.394 K Factor = 11.2 to 120 H8 -47.15 -0.0190 10.000 -0.190 Vel = -4.140 H8 30.06 2.157 10.000 7.204 7.204 K Factor = 11.2 to 120 H9 -17.09 -0.0029 10.000 -0.029 Vel = -1.500 H9 30.00 2.157 10.000 7.175 7.175 K Factor = 11.2 to 120 H10 12.91 0.0017 10.000 0.017 Vel = 1.133 H10 30.04 2.157 10.000 7.192 7.192 K Factor = 11.2 to 120 H11 42.95 0.0160 10.000 0.160 Vel = 3.771 H11 30.36 2.157 10.000 7.352 7.352 K Factor = 11.2 to 120 H12 73.31 0.0430 10.000 0.430 Vel = 6.437 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .JVLl;.l\1 VL\ 111\L' C1\V1 L'li{1VLV 1LV L.. idyC 7 CRUSADER PAPER ADDITION 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 H12 31.25 2.157 1T 12.307 152.500 7.782 7.782 r K Factor = 11.2 to 120 12.307 R22 104.56 0.0829 164.807 13.665 Vel = 9.180 R22 2.157 1T 12.307 2.000 21.446 21.446 to 120 12.307 0.866 22 104.56 0.0829 14.307 1.186 Vel = 9.180 104.56 23.498 K Factor = 21.57 H7 77.60 2.157 1T 12.307 2.500 7.394 7.394 to 120 12.307 R2 77.60 0.0477 14.807 0.707 Vel = 6.813 R2 2.157 1T 12.307 2.000 8.101 8.101 to 120 12.307 .0.866 2 77.60 0.0477 14.307 0.683 Vel = 6.813 77.60 9.650 K Factor = 24.98 H13 -47.40 2.157 10.000 7.443 7.443 K Factor = 11.2 to 120 H14 -47.40 -0.0192 10.000 -0.192 Vel = -4.162 H14 30.16 2.157 10.000 7.251 7.251 K Factor = 11.2 to 120 H15 -17.24 -0.0030 10.000 -0.030 Vel = -1.514 H15 30.10 2.157 10.000 7.222 7.222 K Factor = 11.2 to 120 H16 12.86 0.0017 10.000 0.017 Vel = 1.129 H16 30.13 2.157 10.000 7.239 7.239 K Factor = 11.2 to 120 H17 42.99 0.0160 10.000 0.160 Vel = 3.774 H17 30.47 2.157 10.000 7.399 7.399 K Factor = 11.2 to 120 H18 73.46 0.0432 10.000 0.432 Vel = 6.450 H18 31.34 2.157 1T 12.307 152.500 7.831 7.831 K Factor = 11.2 to 120 12.307 R23 104.80 0.0833 164.807 13.723 Vel = 9.201 R23 2.157 1T 12.307 2.000 21.553 21.553 to 120 12.307 0.866 23 104.80 0.0832 14.307 1.191 Vel = 9.201 104.80 23.610 K Factor = 21.57 H13 77.96 2.157 1T 12.307 2.500 7.443 7.443 to 120 12.307 R3 77.96 0.0482 14.807 0.713 Vel = 6.845 R3 2.157 1T 12.307 2.000 8.156 8.156 to 120 12.307. 0.866 3 77.96 0.0482 14.307 0.689 Vel = 6.845 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JVLI.:V1\1 VL\ L' L\J.:L LL\V lli \..11ULV 1LV \i. rays lU CRdSADER PAPER ADDITION 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 77.96 9.711 K Factor = 25.02 H19 -47.94 2.157 10.000 7.548 7.548 K Factor = 11.2 to 120 H2O -47.94 -0.0196 10.000 -0.196 Vel = -4.209 H2.0 30.37 2.157 10.000 7.353 7.353 K Factor = 11.2 to 120 H21 -17.57 -0.0031 10.000 -0.031 Vel = -1.543 H21 30.31 2.157 10.000 7.322 7.322 K Factor = 11.2 to 120 H22 12.74 0.0017 10.000 0.017 Vel .= 1.119 H22 30.34 2.157 10.000 7.339 7.339 K Factor = 11.2 to 120 H23 43.08 0.0161 10.000 0.161 Vel = 3.782 H23 30.67 2.157 10.000 7.500 7.500 K Factor = 11.2 to 120 H24 73.75 0.0435 10.000 0.435 Vel = 6.475 H24 31.55 2.157 1T 12.307 152.500 7.934 7.934 K Factor = 11.2 to 120 12.307 R24 105.30 0.0840 164.807 13.844 Vel = 9.245 R24 2.157 1T 12.307 2.000 21.778 21.778 to 120 12.307 0.866 24 105.30 0.0840 14.307 1.202 Vel = 9.245 105.30 23.846 K Factor = 21.56 H19 78.71 2.157 1T 12.307 2.500 7.548 7.548 to 120 12.307 R4 78.71 0.0490 14.807 0.726 Vel = 6.911 R4 2.157 1T 12.307 2.000 8.274 8.274 to 120 12.307 0.866 4 78.71 0.0490 14.307 0.701 Vel = 6.911 78.71 9.841 K Factor = 25.09 H25 87.00 2.157 1T 12.307 202.500 9.860 9.860 K Factor = 11.2 to 120 12.307 R25 87.00 0.0590 214.807 12.675 Vel = 7.639 R25 2.157 1T 12.307 2.000 22.535 22.535 to 120 12.307 0.866 25 87.00 0.0590 14.307 0.844 Vel = 7.639 87.00 24.245 K Factor = 17.67 H25 -51.83 2.157 1T 12.307 2.500 9.860 9.860 to 120 12.307 R5 -51.83 -0.0226 14.807 -0.335 Vel = -4.551 R5 2.157 1T 12.307 2.000 9.524 9.524 to 120 12.307 0.866 5 -51.83 -0.0226 14.307 -0.324 Vel = -4.551 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JVrcLN-LwL% rl.nn -Lnk-. rdye 11 CRUSADER PAPER ADDITION 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 -51.83 10.066 K Factor = -16.34 R6 83.62 2.157 1T 12.307 225.000 10.145 10.145 .to 120 12.307 R26 83.62 0.0548 237.307 13.013 Vel = 7.342 R26 2.157 1T 12.307 2.000 23.159 23.159 to 120 12.307 0.866 26 83.62 0.0549 14.307 0.785 Vel = 7.342 83.62 24.810 K Factor = 16.79 R6 -83.62 2.157 1T 12.307 2.000 10.145 10.145 to 120 12.307 0.866 6 -83.62 -0.0549 14.307 -0.785 Vel = -7.342 -83.62 10.226 K Factor = -26.15 R7 85.68 2.157 1T 12.307 225.000 10.259 10.259 to 120 12.307 R27 85.68 0.0574 237.307 13.613 Vel = 7.523 R27 2.157 1T 12.307 2.000 23.871 23.871 to 120 12.307 0.866 27 85.68 0.0574 14.307 0.821 Vel = 7.523 85.68 25.558 K Factor = 16.95 R7 -85.68 2.157 1T 12.307 2.000 10.259 10.259 to 120 12.307 0.866 7 -85.68 -0.0574 14.307 -0.821 Vel = -7.523 -85.68 10.304 K Factor = -26.69 R8 88.49 2.157 1T 12.307 225.000 10.331 10.331 to 120 12.307 R28 88.49 0.0609 237.307 14.450 Vel = 7.769 R28 2.157 1T 12.307 2.000 24.780 24.780 to 120 12.307 0.866 28 88.49 0.0609 14.307 0.871 Vel = 7.769 88.49 26.517 K Factor = 17.18 R8 -88.49 2.157 1T 12.307 2.000 10.331 10.331 to 120 12.307 12.343 8 -88.49 -0.0609 14.307 -0.871 Vel = -7.769 -88.49 21.803 K Factor = -18.95 1 75.35 4.26 10.000 9.634 9.634 to 120 2 75.35 0.0016 10.000 0.016 Vel = 1.696 2 77.60 4.26 10.000 9.651 9.651 to 120 3 152.95 0.0061 10.000 0.061 Vel = 3.443 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r�L\/u tLll%- 104.56 4.26 rayC 1G to CRUSADER PAPER ADDITION to 867.40 0.1511 1T Date 212.52 0.0112 Hyd. Qa Dia. Fitting Pipe Pt Pt 23.611 23.611 to Ref. 120 "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 3 77.96 4.26 10.000 9.712 9.712 10.000 0.960 to Vel = 120 28 88.49 4.26 lE 13.167 200.000 26.518 4 230.91 0.013.1 10.000 0.131 120 Vel = 5.198 4 78.71 4.26 10.000 9.842 9.842 213.167 25.671 to Vel = 120 TIE 4.26 lE 13.167 4.000 52.188 5 309.62 0.0225 10.000 0.225 120 Vel = 6.969 5 -51.83 4.26 10.000 10.067 10.067 17.167 2.067 to Vel = 120 6 257.79 0.0160 10.000 0.160 Vel = 5.803 6 -83.62 4.26 10.000 10.227 .10.227 to 120 7 174.17 0.0077 10.000 0.077 Vel = 3.921 7 -85.68 4.26 10.000 10.304 10.304 to 120 11.477 8 88.49 0.0022 10.000 0.022 Vel = 1.992 88.49 21.803 K Factor = 18.95. 21 107.96. 4.26 10.000 23.467 23.467 to 120 22 107.96 0.0032 10.000 0.032 Vel = 2.430 22 104.56 4.26 10.000 23.499 23.499 to 2.633 51.351 120 to 867.40 0.1511 1T 23 212.52 0.0112 10.000 0.112 Vel = 4.784 23 104.80 4.26 10.000 23.611 23.611 to 120 13.353 27 24 317.32 0.0235 10.000 0.235 Vel = 7.143 24 105.29 4.26 10.000 23.846 23.846 to 2.633 51.351 120 to 867.40 0.1511 1T 25 422.61 0.0399 10.000 0.399 Vel = 9.513 25 87.00 4.26 10.000 24.245 24.245 to 120 13.353 27 26 509.61 0.0565 10.000 0.565 Vel = 11.471 26 83.62 4.26 10.000 24.810 24.810 2.633 51.351 9.095 to 867.40 0.1511 1T 120 10.929 Vel = 19.525 27 593.23 0.0748 10.000 0.748 Vel = 13.353 27 85.68 4.26 10.000 25.558 25.558 to 120 28 678.91 0.0960 10.000 0.960 Vel = 15.282 28 88.49 4.26 lE 13.167 200.000 26.518 26.518 to 120 13.167 TIE 767.40 0.1204 213.167 25.671 Vel = 17.274 TIE 4.26 lE 13.167 4.000 52.188 52.188 to 120 13.167 TOR 767.40 0.1204 17.167 2.067 Vel = 17.274 TOR 100.00 4.26 lA 22.384 21.000 54.256 54.256 Qa = 100 to 120 1G 2.633 51.351 9.095 BOR 867.40 0.1511 1T 26.334 72.351 10.929 Vel = 19.525 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1267.40 90.644 K Factor = 133.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rayC la CRUSADER PAPER ADDITION 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 BOR 400.00 4.26 lE 13.167 6.000 74.280 74.280 Qa = 400 to 120 13.167 7.083 Fixed loss = 6 UND 1267.40 0.3046 19.167 5.839 Vel = 28.529 UND 6.357 lE 17.603 5.000 87.202 87.202 to 120 17.603 3.465 UND1 1267.40 0.0434 22.603 '0.980 Vel = 12.811 UND1 8.39 lE 28.914 200.000 91.647 91.647 to 140 1G 6.425 91.561 -3.465 TEST 1267.40 0.0084 1T 56.222 291.561 2.462 Vel = 7.355 1267.40 90.644 K Factor = 133.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ourrInlvn cines rAuln" llvry LN%-. rage i4 CRUSADER PAPER ADDITION Date Auto Peaking Summary Flow Pressure Pressure Required Required Differential LEFT 10.000 I 1268.74 90.525 -0.119 AREA CALCULATED I 1267.40 90.644 0.000 Typical Distance Between Heads = 10.000 Split Point Used in Area Calculated = H9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 List of Pipes for Area Calculated Left Right Side Side From To Length From To Length H12 R22 152.500 H13 R3 2.500 H18 R23 152.500 H19 R4 2.500 H24 R24 152.500 H1 R1 2.500 H25 R25 202.500 H25 R5 2.500 H6 R21 152.500 H7 R2 2.500 Flow Pressure Pressure Required Required Differential LEFT 10.000 I 1268.74 90.525 -0.119 AREA CALCULATED I 1267.40 90.644 0.000 Typical Distance Between Heads = 10.000 Split Point Used in Area Calculated = H9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -�pERiO FIRE P OT�ECTION INC. SUPERIOR FIRE PROTECTION PRODUCT SUBMITTAL FOR CRUSADER PAPER 350 HOLT ROAD N. ANDOVER, MASSACHUTSETTS Robert Cummings & Associates, PLLC Robert B. Cummings, P.E. MA FPE no. 39299 NH FPE no. 9628 181 Bow Bog Road Bow, NH 03304 (603)224-7453 fax(603)224-7467 230 Londonderry Turnpike • Hooksett, NH 03106 • (603) 644-4700 • FAX (603) 644-8700 tqCJ7Fire & Building Products Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 Series ELO-231 Upright and Pendent Sprinklers Standard Response, Standard Coverage General Description The 11.2 K -factor, Series ELO-231, Standard Response, Standard Cover- age, Upright and Pendent Sprinklers (Ref. Figure 1) are automatic sprin- klers of the fusible solder type. They are "standard response - spray sprin- klers" that produce a hemispherical water distribution pattern below the deflector. The 11.2 K -factor, ELO-231 Sprinklers were subjected to full scale, high -piled storage, fire tests to qualify their use in lieu of 5.6 or 8.0 K -factor standard spray sprinklers for the protection of high -piled storage. Higher flow rates can be achieved at much lower pressures with the 11.2 K -factor, ELO-231 Sprinklers — mak- ing their use highly advantageous in high density applications, such as the protection of high -piled storage. Wax or lead coatings can be used to extend the life of the copper alloy com- ponents used in Series ELO-231 sprin- klers beyond that which would other- wise be obtained when exposed to corrosive atmospheres. Although wax and lead coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all pos- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Pagel of S sible corrosive atmospheres. Conse- quently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resis- tant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemi- cals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An upright intermediate level version of the Series ELO-231 Sprinklers for in -rack applications can be obtained by utilizing the Series ELO-231 Up- right Sprinkler with the WSG-2 Guard & Shield, and a pendent intermediate level version of the Series ELO-231 Sprinklers can be obtained by utiliz- ing the Series ELO-231 Pendent Sprinkler with the WS -2 Shield. If there is a possibility of the pendent interme- diate level version being exposed to mechanical damage, a G-2 Guard can be added. WARNINGS The 11.2 K -factor, Series ELO-231 Upright and Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards ofany other authorities hav- ing jurisdiction. Failure to do so may Impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Installation of Series ELO-231 Pen- dent Sprinklers in recessed escutch- eons will void all sprinkler warranties, as well as possibly void the sprinkler's Approvals and/or Listings. MARCH, 2007 TFP340 Page 2 of 6 NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL Listed). 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL Listed). 3. Approved by Factory Mutual Research Corporation (FM Approved). 4. Approved by the City of New York under MEA 291-04-E. (a). Listed/Approved for a maximum ceiling temperature of 150°F/66°C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K -FACTOR SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model/Sprinkler Identification Numbers TY5111 - Upright 11.2K, 3/4"NPT TY5211 - Pendent 11.2K, 3/4"NPT TY5811 - Upright 11.2K, 1/2"NPT TY5111 is a redesignation for C51 I I TY5211 is a redesignation for C5211 TY5811 is a redesignation for C5811 Technical Data Approvals UL and C -UL Listed. FM and NYC Ap- proved.(Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 11.2 GPM/psi1/2 (161,4 LPM/bart/2) Temperature Ratings . Refer to Table A Finishes Refer to Table A Physical Characteristics Frame ........ . .... Bronze SPRINKLER FINISH TYPE TEMPERATURE FRAME COLOR NATURAL BRASS CHROME PLATED LEADWAX COATED COATED WAX OVER LEAD UPRIGHT (TY5111 TY5811) 165°F/74°C Unpainted 1, 2, 3, 4 1, 2, 3, 4 212°F/100°C White I 286°F/141"C Blue 1, 2, 3, 4 101, 2(a), 3(a), 4(a) 165°F/74°C Unpainted 1, 2, 3, 4 1, 2, 4 PENDENT (TY5211 212>F/100'C White 286°F/141°C Blue 1, 2,4 1(0,20), 441) NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL Listed). 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL Listed). 3. Approved by Factory Mutual Research Corporation (FM Approved). 4. Approved by the City of New York under MEA 291-04-E. (a). Listed/Approved for a maximum ceiling temperature of 150°F/66°C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K -FACTOR SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model/Sprinkler Identification Numbers TY5111 - Upright 11.2K, 3/4"NPT TY5211 - Pendent 11.2K, 3/4"NPT TY5811 - Upright 11.2K, 1/2"NPT TY5111 is a redesignation for C51 I I TY5211 is a redesignation for C5211 TY5811 is a redesignation for C5811 Technical Data Approvals UL and C -UL Listed. FM and NYC Ap- proved.(Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 11.2 GPM/psi1/2 (161,4 LPM/bart/2) Temperature Ratings . Refer to Table A Finishes Refer to Table A Physical Characteristics Frame ........ . .... Bronze Seal Disc ... .. .. .. . Copper Cap ... : .... .. Bronze Strut Assembly ... Solder, Bronze, Stainless Steel Compression Screw ... . . Bronze Deflector ...... . .. Bronze Helper Spring .... Stainless Steel Ejector Spring .. . . Nickel Strut Clip ...... Stainless Steel TFP340 Design Criteria UL and C -UL Listing Requirements The 11.2 K -factor, Model ELO-231 (TY5111, TY5211 & TY5811) Sprin- klers are to be installed in accordance with NFPA 13 standard sprinkler posi- tion and area/density flow calculation requirements for light, ordinary, or ex- tra hazard occupancies, as well as high piled storage occupancies (solid piled, palletized, rack storage, bin box, and shelf storage including but not lim- ited to Class I-IV and Group A plastics) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or dry pipe systems. FM Approval Requirements The 11.2 K -factor, Model ELO-231 (TY5111, TY5211 & TY5811) Sprin- klers are to be installed in accordance with the applicable "control mode den- sity/area" guidelines provided by Fac- tory Mutual. (FM guidelines may differ from UL and C -UL Listing criteria.) TFP340 * Temperature rating is indicated on deflector. ** Pipe thread connections per ISO 7/1 can be provided on 1/2" (12,7 mm) special request. V NOMINAL MAKE -IN avi 2-13/16" (71,4 mm) WRENCH Np FLATS 1/2"** NPT 7/16" (11,1 mm) NOMINAL MAKE -IN UPRIGHT TY5811 3/4"** 3/4"** NPT (12,7 mm) NOMINAL MAKE -IN UPRIGHT PENDENT TY5111 TY5211 CROSS SECTION Page 3 of 6 Components: 1 - Frame 2- Seal Disc 3- Cap 4- Strut Assembly 5- Compression Screw 6- Deflector 7- Helper Spring 8 - Ejector Spring 9- Strut Clip FIGURE 1 11.2 K -FACTOR SERIES ELO 231 UPRIGHT - 3/4" NPT (TY5111), UPRIGHT - 1/2" NPT (TY5811), AND PENDENT - 3/4" NPT (TY5211) SPRINKLERS Operation A fusible alloy is sealed into a bronze actuating rod (center strut) by a stain- less steel ball. When the alloy melts at its rated temperature, the ball is forced upward into the center strut, releasing the two ejectors and operating the sprinkler. Installation The Series ELO-231 Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT connections. A leak tight 1/2 inch NPT sprinkler joint should be ob- tained with a torque of 7 to 14 ft.lbs. (9,5 to 19, 0 Nm). A maximum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon Plate by under- or over -tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series ELO-231 Upright and Pendent Sprinklers must be installed in accordance with the following in- structions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type "FITTING SIDE" TOWARDS SPRINKLER FITTING w WRENCH RECESS (END "A") FIGURE 2 W -TYPE 3 SPRINKLER WRENCH 3 Sprinkler Wrench (Ref. Figure 2), except that an 8 or 10 inch adjustable Crescent wrench is to be used for wax coated sprinklers. With reference to Figure 1, the W -Type 3 Sprinkler Wrench or the adjustable Crescent wrench, as applicable is to be applied to the wrench flats. When installing wax coated sprinklers with the adjustable Crescent wrench, additional care needs to be exercised to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environ- ment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damag- ing the wax coating. Before wrench tightening the sprinkler, the jaws of the wrench are to be adjusted to just con- tact the sprinkler wrench flats. After wrench tightening the sprinkler, loosen Page 4 of 6 the wrench jaws before removing the wrench. After installation, the sprinkler wrench flats and frame arms must be in- spected and the wax coating re- touched (repaired) whenever the coat- ing has been damaged and bare metal is exposed. The wax coating on the wrench flats can be retouched by gen- tly applying a heated 1/8 inch diameter steel rod to the areas of wax that have been damaged, to smooth it back over areas where bare metal is exposed. NOTES Only retouching of the wax coating ap- plied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to Me point at which it can begin to melt the wax, and appropriate precautions need to be taken, when handling the heated rod, in order to prevent the installer from being burned. If attempts to retouch the wax coating with complete coverage are unsuc- cessful, additional wax can be ordered in the form of a wax stick (the end of which is color coded). Only the correct color coded wax is to be used, and retouching of wrench flats and frame arms is only permitted at the time of initial sprinkler installation. With the steel rod heated as previously de- scribed, touch the rod to the area re- quiring additional wax with the rod an- gled downward, and then touch the wax stick to the rod approximately one-half inch away from the area re- quiring retouching. The wax will melt and run down onto the sprinkler. Care and Maintenance Series ELO-231 Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system control valve for maintenance work on the fire protection system that it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be noted. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied or over -heated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers — before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant sprinklers, after the installation has been completed, to verify the long term potential integrity of the sprinkler coatings. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. TFP340 Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties- �x- press or implied, including warrantiis, of merchantability and fitness fora ar- ticular purpose- This urosThis limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. . TFP340 Page 5 of 6 Ordering Procedure A Part Number (P/N) is not specified when ordering sprinklers with thread connections per ISO 7/1. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connection: Specify: (specify SIN), 11.2 K -factor, (specify temPerature rating), Series ELO-231 Standard Response (specify Pendent or Upright). Sprinkler with (specify finish), P/N (specify from Ta- ble B). Sprinkler Wrench: Specify: W -Type 3 Sprinkler Wrench, P/N 56-895-1-001. Wax Sticks: (for retouching wrench damaged wax coating) Specify: (Specify color) color coded Wax Stick for retouching (specify tem- perature rating) temperature rated Se- ries ELO-231 Sprinklers, P/N (spec - M. Red for 165"F ............. P/N 56-065-1-155 Blue for 212"F and 286"F ................. P/N 56-065-1-286 NOTES Each wax stick is suitable for retouch- ing up to twenty-five sprinklers. The wax used for 286F sprinklers is the same as for 212°F sprinklers, and, therefore, the 286"F sprinkler is limited to the same maximum ceiling tempera- ture as the 212°F sprinkler (i.e., 150°F). P/N 50 - XXX - X - XXX TYPE 110 UPRIGHT 3/4" NPT 1 (TY5111) 112 PENDENT 165 3/4" NPT . 6 (TY5211) 210 UPRIGHT 7 1/2" NPT 286 (TY5811) 8 1 WAX OVER LEAD TABLE B PRODUCT SYMBOL NUMBER SELECTION 11.2 K -FACTOR SERIES ELO 231 STANDARD RESPONSE UPRIGHT AND PENDENT SPRINKLERS SPRINKLER TEMPERATURE RATING 1 NATURAL BRASS 9 CHROME PLATED 165 165°F/74"C 6 WAX COATED 212 212"F/100°C 7 LEAD COATED 286 286°F/141. "C 8 1 WAX OVER LEAD TABLE B PRODUCT SYMBOL NUMBER SELECTION 11.2 K -FACTOR SERIES ELO 231 STANDARD RESPONSE UPRIGHT AND PENDENT SPRINKLERS Page 6 of 6 TYCO FIRE $ BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 TFP340 • s -Grooved End Butterfly Valves New. Improved Design YL <(9 FM 1 3 APPROVED SI-80 ZES 70 SIZES :J 0 P. S Figure 82M 175 PSI 1 7 5 P S I P S I Figure 83M 300 PSI 3 0 0 P S I UL Listed - FM Approved . KENNEDY VALVE introduced the F.IPST UL Listed Grooved End Butterfly Valve in 1982. KENNEDY VALVE manufactures the ONLY 300 PSI UL/FM Grooved End Butterfly Valve. Specifically designed for the Fire Protection Industry with the following features: Available in sizes: 3 4, 51, 6, and 8' UL Listed FM Approved Double pole/double throw monitor switch standard on all valves. Double seal design for bubble -tight shutoff at 176 PSI & 300 PSi. Corrosion'resistant fusion bonded Nylon II body coating. Easy to read, Flag type position indicator. Low torque operation, high cycle life. MADE IN Light weight Approved by N.Y.C. Material and Equipment Acceptance Y KENNEDY VALVE Division of McWANE, Inc. 1021 East Water Street. Elmira. NY 14902-1516 AMERICA Telephone (607) 734-2211 - FAX (607) 734-3288 KENNEDY VALVE 935S -D KENNEDY VALVE U Division of McWANE. Inc.' F M ®� 1021 East Water Street. Elmira. NY 14902-1516 4-8' Telephone (607) 734-2211 - FAX (607) 734-3288 APPROVED r SIZES 3-8 GROOVED END o M44CRIFLY WALWE8 SIZES . with Double Pole/Double.Throw Monitor Switch Figure 82M - 175 PSI Figure 83M - 30.0 PSI ELECTRICAL SPECS. MAX: 3K, SVA. 28V0C, 120VAC .25A 0 TYPET 4. 4X 6. 6P e E:�4 MIRE COLORI MODE A BLUE WC C B B RED Wo L A C WUTE z: X GREEN WC z Y Y BUCK WO X UPI®Q Monitor swiich 1. UPPER & LOWER SHAFTS: 416 STAINLESS STEEL MAGE IN 2. BODY COATING. FUSION BONDEO NYLON 11 3. OISC ENCAPSULATION MATERIAL: '.. EPDM: STANDARD AMERICA BUNA-N: OPTIONAL tIZE d C D E W t 1-j3.48E3.82 6..00 662 11.18 5.47 20 6.00 6.62 13.41 6.85 24 S" 6.00 6.62 14.59 7.81 •33 6.00 6.62 16.27 8:43. 39 6.00 6.62 J9.50 10.25 47 93ss-D-2 KENNEDY VALVE I sprinkler systems Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central's Identification Signs are designed to provide information to the end user about the sprinkler system and it's components. They are available with a variety of wording combinations to meet the signing requirements of NFPA 13. The five basic types of signs are as follows: Type A - Control Valve Sign Type B - Multi-purpose Text Signs Type C - Cold Weather Sign Type D - Fire Alarm Sign Type E - Hydraulic Calculation Sign The Signs are constructed of 18 gauge steel or aluminum with a porcelain enamel or printed mylar facing respectively. The signs have corner holes or slots for easy attach- ment in the field. Sign Type B is available with the following text options: Air control Air control valve Air line Alarm test Alarm line Antifreeze system Auxiliary drain Control Control valve Drain Drain valve Entire system From city main In this building In this section Inspectors test Main control devices Main drain Open sprinkler control Open sprinkler drain Test valve Triangular main drain Water motor Water motor line Technical Data Model: Sign Style: Flat, rectangular Standard Finish: porcelain or mylar Size: Type A - 9" x 7" Type B -6"x2" Type C - 73/4 x 1'/<' Type D - 9"x 7" Type E - 5"x 7" Weight: Type A - 4.5 oz. Type B - 0.5 oz. Type C - 2.0 oz. Type D - 4.0 oz. Type E -1.5 oz. rA Installation The Identification Signs are pro- vided with %" diameter or larger holes (or slots) in the corners for easy attachment using standard hardware chain, wire, plastic lock ties, or light gauge metal strap (not included). No. 28-9.0 Sign - Type A The blank spaces on this sign may be utilized to provide message flexibility. Simply add combinations of sign Type B and Type C as desired. Sign - Type B AUXILIARY DRAIN Sign - Type C 1121' hLVE T ALSO DURING SUP.'f.:tR L:OI,THS SHUT At:Dl.'USTEE KEPT OPEN E%CEPTCURCG Cai: T EPL10::'HS, VJTEN VALVE IS TO BE CLOSEDA:ID PIPES DRA':ED. ©1995 Central Sprinkler Company Printed in U.S.A. Sign - Type E CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Ordering Informatior When placing an order, indicate the full product name. Please specify the quantity and type. Hardware for hanging is not supplied with the Sign. It must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. Signs.1 i Riser Check Valve, 250 psi (17.2 bar), 2 - 8 Inch (50 - 200 mm) Model S380 GENERAL DESCRIPTION The 2 - 8 inch (50 - 200 mm) Model S380 Grooved End Riser Check Valves are designed for installation in the risers of wet pipe (automatic sprinkler) fire protection systems and for use in conjunction with vane -type waterflow alarm de- tectors. The combination of the Star Riser Check Valve with Riser Check Valve Trim, vane -type waterflow alarm detec- tor, and grooved end butterfly valve illustrated in Figure 1 provides an economical means for actuating electrical alarms in installations not requiring a mechanical alarm. The S380 Riser Check Valve performs as a single check valve for the water supply connection to a wet pipe sprinkler system. It also serves to reduce the possibilityof false alarms by trapping a portion of transient surges in supply pressure within the system. This reduces the possibility of subsequent surges actuating the waterflow detector and its associated alarms. The S380 may be installed in either a vertically upward or' horizontal flow direction: It has cut groove inlet and outlet connections which are suitable for use with grooved end pipe couplings that are listed or approved for fire protection system service. The Riser Check Valve Trim includes approved water sup - ell as a main drain valve apand propriately attem ely sized ure to meet requirementstheas vof the National Fire Protection Association for wet pipe automatic sprinkler systems. WARNING The Model S380 Riser Check Valve described herein must be installed and maintained In compliance with this document, as well as with the applicable standards ofthe National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Fail- ure to do so may impair the integrity of this device. The owner is responsible for maintaining his Are protec- tion system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. TECHNICAL DATA Approvals UL and ULC Listed. FM Approved. Maximum Working Water Pressure 250 psi (17.2 bar). Friction Loss Refer to Figure 4. Physical Characteristics The body is ductile iron, the seat ring and spring are star less steel, and the clapper facing is EPDM. The clapper for the 2 - 4 inch (50 - 100 mm) size valves is stainless steel, and for the 6 and 8 inch (150 and 200 mm) size valves is ductile iron. DESIGN CRITERIA r` In accordance with the requirements of NFPA 13, an In- spector's Test Connection must be provided. It is also rec ommended that a vent connection be provided to bleed trapped air from the system. The Inspector's Test Connec tion may serve as the vent connection. However, in order to be used as a vent connection, it should be piped from the top of a cross main or the end of a branch line and be located at the highest level of a multi-level installation. Ad ditional vents should be provided, as gecessary, to bleed air from all trapped sections of the sprinkler system pip- ing. Vent connections are used to bleed air from the system when it is initially filled with water. Bleeding trapped air pockets minimizes the possibility of a false alarm due to transient surge in supply pressure. Also, bleeding air pockets can eliminate the contraction/expansion associ- ated with an excessive volume of trapped air and, there- fore, help to prevent the vane -type waterflow alarm detec for from cycling on-off during an inspector's test or during a discharge by a single sprinkler. STAR SPRINKLER INC. A tgCO INTERNATIONAL LTD.. COMPANY 414-570-5000.800-558-5236 • FAX 414-570-5010 E-mail starsprk®execpc.com 2-6.1.1. 10-E Page 2 STAR SPRINKLER INC. 2-6.1.10 INSTALLATION The. Model S380 Riser Check Valve must be installed in accordance with the following instructions: 1. The arrow cast on the Body must point in the direction of flow.' 2. When installed vertically, the flow direction arrow must point upwards. 3. When installed horizontally, the Hinge Pin must be lo- cated on the top of the Body as shown in Figure 5. 4. Grooved end pipe couplings used with the S380 Riser Check Valves must be listed or approved for fire protec- tion service and installed in accordance with the manu- facturer's instructions. NOTE It is recommended that a rigid type coupling be used at the inlet to 4 - 8 inch (100 - 200 mm) Riser Check Valves when the risers are greater than 7 feet (21 m) in length. This prevents the possibility of excessive movement within the piping system due to a seismic disturbance. 5. Install the Riser Check Valve Trim in accordance with Figure 2. Apply pipe thread sealant sparingly to male pipe threads only. 6. Complete the drain connection from the Main Drain Valve as necessary. SETTING PROCEDURE Steps 1 through 7 are to be performed when initially set- ting the Model S380 Riser Check Valve or after system operation due to a fire. 1. Open the 1/4 inch Gauge Test Valves for the Supply and System Pressure Gauges. 2. Opdn the Inspector's Test Connection and any other vent connections (Ref. System Design Considerations). 3. Slowly open the Main Control Valve until the sound of flowing water just begins, and then open the Valve one more turn to allow the system to fill slowly, so that the Waterflow Detector will not be damaged and to allow the air in the system piping to be vented. 4. Close the Inspector's Test Connection and any other vent connections after the discharge of aerated water has ceased for at least 15 seconds. 5. Fully open the Main Control Valve. 6. After the Supply and System Pressure Gauge readings stabilize, open the Inspector's Test Connection and ver- ify that the alarms operate in accordance with the re- quirements of the authority having jurisdiction. NOTE When testing alarms, notification must be given to the owner and the fire departmen4 central control station, orothersignaf station to which the alarms are connected. 7. Close the Inspector's Test Connection. The system is now set for service. NOTE Alter pladng a fire protection system in service, notity the proper authorities and advise those responsible formonitor- ing proprietary and/or central station alarms AUTOMATIC SPRINKLERS t WATER SUPPLY FIGURE 1 TYPICAL INSTALLATION OF MODEL S380 RISER CHECK VALVE c WITH RISER CHECK VALVE TRIM c MAINTENANCE AND SERVICE The Model S380 Grooved End Riser Check Valves do not require any regularly scheduled maintenance. It is recom- mended, however, that proper operation of the alarms be periodically verified in accordance with a procedure which is acceptable to the authority having jurisdiction, and that the Valves be inspected annually in accordance With the following inspection procedure. Any impairment must be immediately corrected. It is also recommended that fire protection systems be in- spected by a qualified Inspection Service. NOTES When testing alarms, notification must be given to the owner and the fire department, central control station, or other signal station to which the alarms are connected. Before closing a lire protection system main control valve for maintenance work on the fire protection system which 2-6.1.10 21NCH VALVES STAR SPRINKLER INU. NO. DESCRIPTION .... OTY.PART 1 300 Ib. Water Pressure NOMINAL DIMENSIONS IN INCHES AND (MILLIMETERS) Gauge :......... 2 Gauge ......... 2 923001 D03 2 1/4' Gauge Test Valve 2 460051002 3 1/4' Plug ........ 2 CH 4 1' Angle Valve ..... 1 . 460481006 5 1/4"x 1-1/2' Nipple .. i CH 6- 1/4' x 4 ' Nipple .... 1 CH 7. 1' x close Nipple .. - . 1 CH 1 .. 3 2-1/2 and 31NCH VALVES NO. DESCRIPTION ..... OTY.PART Page E 1 3001b. Water Pressure NOMINAL DIMENSIONS IN INCHES AND (MILLIMETERS) Gauge :......... 2 923001003 2 1/4' Gauge Test Valve . 2 460051002 3 1/4' Plug ......... 2 CH 4 1-1/4' Angle Valve ... 1 460481007 5 1/4' x 1-1/2' Nipple ... 1 CH 6 1/4' x 4 • Nipple ..... 1 CH 7 1-1/4' x close Nipple .. 1 CH 4, 6, and 8 INCH VALVES NO. DESCRIPTION .....OTY.PART 1 300 Ib. Water Pressure NOMINAL DIMENSIONS IN INCHES AND (MILLIMETERS) WEIGHT Gauge ..........2 MILLIMETERS 923001003 2 1/4' Gauge Test Valve .2 460051002 3 1/4' Plug ..... ,.... 2 CH 4 2' Angle Valve. / .... 1 460481009 5 1/4' x 1-1/2' Nipple ... 1 CH 6 1/4' x 4 ' Nipple ..... 1 CH 7 , 2' x dose Nipple .... 1 CH CH: Common Hardwar VALVE PIPE SIZE NOMINAL DIMENSIONS IN INCHES AND (MILLIMETERS) WEIGHT INCHES MILLIMETERS A B C D E LBS. (kg) ANSI DN PIPE O.D. NFT 2 50 60.3 6-3/4 2=3/16 5-3/4 8-7/8 ..3-3/16 1 7.5 (171.5) (56) (225) (81) (3.4) 2-1/2 65 73:11' ' 7-1/4 2-1/4 7 9-11/16 3-3/8 1-1/4 10.5 (184.2) (246) '186) (4.8) - 65 76.1 7-1/4 2-1/4 7 9-11/16 3-3/8 1-1/4 10.5 (184.2) (57) (246) (86) (4.8) 3 80 88.9 7-3/4 2-1/2 7-1/4 9-7/8 3-11/16 1-1/4 11.5 (196.9) (64) (5.2) 4 100 114.3 8-1/4 3 7-7/8 13 4-1/4 2 13.5 (209.6) (76) (330) (108) (6.1) - 150 165.1 12-3/4 4-1/4 8-5/16 1 14-1/8 6-3/4 2 33.5 (323.9) (108) (227) (359) (172) (15.2) 6 150 168.3 12-3/4 4-1/4 8-5/16 14-1/8 6-3/4 2 33.5 (323.9) (108) (227) (359) (1 72) (15.2) 8 200 219.1 14-5/8 5-1/4 9-15/16 15-1/4 8 2 59.0 (371.5) (133) (253) (26.8) FIGURE 2 RISER CHECK VALVE TRIM AND NOMINAL INSTALLATION DIMENSIONS it controls, permission to shut down the affected fire pro- tection system must first be obtained from the proper authorities and all personnel who may be affected by this decision must be notified Inspection Procedure: Before verifying proper operation of the system alarms, observe the -System and Supply Pressure Gauges. If the System Gauge indicates a higher pressure reading than the Supply Gauge, as may be the case for a variable pres- sure water suppy, a further inspection is not required. Oth erwise, proceed as follows to inspect the riser check valve installation. 1. Close the Main Control Valve and make note of the Sys- tem Pressure Gauge reading. 2. Close the Supply Pressure Gauge Test Valve and then remove the 1/4 inch plug. 3. Open the Supply Pressure Gauge Test Valve to relieve the supply pressure. If necessary, be prepared to collect FLOW SPRING (IN CONTACT WITH CLAPPER) HINGE PIN CLAPPER 4 thN 81NCH VALVES SPRING FLOW (IN CONTACT WITH CLAPPER) HINGE PIN CLAPPER 2 thnu 3 INCH Vey VES SPRI BUSK HINGI HINGE PLUG BODY CLAPPER ASSEMBLY SEAT RING 2-6.1.10 BUSHING (�) CAPER CLAPPER FACING SPACER =ACING tETAINER ;ELF -LOCKING CAP SCREW 6 and 8 INCH VALVE CLAPPER CLAPPER FACING .1 FACING RETAINER ..00KNUT 2_thru 4 INCH VAI VES FIGURE 3 MODEL S380 RISER CHECK VALVE ASSEMBLY the surall amount of water that will discharge from the Gauge Test Valve. Determine whether any one -0- the'foilowing=conditions are present and correct any impairments: • if water continues to discharge from. the open Gauge Test Valve, verify that the Main Control Valve is com- pletely closed. If water still contihues to discharge and the System Pressure Gauge remains unchanged, there is leakage past the Main Control Valve and the Main. Control Valve must be either repaired or re- placed. • If water continues to discharge from the open Gauge Test Valve and the System Pressure Gauge indicates loss of pressure, the Riser Check Valve is not holding back pressure. Close the Gauge Test Valve, open the Main Control Valve, and then open the Main Drain Valve. This procedure may flush out any debris that is lodged -between the Clapper Facing and the Seat Ring. After flushing, close the Main Drain Valve and repeat the Inspection Procedure. If there is an indica- tion that the Check Valve is still not holding back pressure then it should be serviced in accordance with the Service Procedure. • If there are no indications of leakage past either the Main Control Valve or the Riser Check Valve then the valves are considered to be functionally acceptable. Replace the 1/4 inch plug In the drain port of the Gauge Test Valve and refer to the Setting Procedure section for returning the system to service. Service Procedure: ' 1. Close the Main Control Valve.... 2. Open the Main Drain Valve. Verify that the drainage water is being properly disposed of and that it will not cause damage or result in danger- ous conditions. 3. Wait until the sound of draining water has stopped and/or the inlet and outlet pressure gauges read zero Pressure Wore performing any maintenance work on the fire protection system. . 4. Remove the S380 Valve from the pipeline, and thor- oughly clean all interior parts of the Valve. 5. Raise the Clapper and remove any debris -that may have become lodged on top of the Seat Ring. Inspect the Seat Ring for any damage. If the Seat Ring has be- come dented across the seat then the valve will have to be replaced. It impractical to re -face a Seat Ring in the field. 6. Inspect the intemai parts of the Valve for any sign of damage, and replace all wom or damaged parts. 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N: allll..mm.■■.......m./..■ loll,.....■..I A.I..mm• moms lose, ... m.. s.' /..... /.. ■ II111...m.s 1/m1..■.I moss 11111..■■■■■'.m..m.. Imo.■ Ilill.mm■■s1/m.■.I.■..■ 11111.■ ■■■■'.1m■■■r1■■■■■ 11111■■■■■/.1MI■■I/■■111■ 11111MM■11'.11m■m►,■■■11■ 11111■■■■►A11■■/ I■■■111 11111■■■■ I■11■■Ism■■■■11 11111■ ►,■111■�'I■■1■111 11111 /111 ■I.■■■■1111 lilll 111199'1■1111111 rams 1111m■ R 1 mm Page 6 STAR SPRINKLER INC. 2-6.1.10 TOP VIEW HINGE PIN PLUG -,- @ <::::3/O SIDE VIEW FIGURE 5 MODEL S380 RISER CHECK VALVE HORIZONTAL INSTALLATION clean both surfaces with a clean cloth and then reassem- ble with the Facing reversed. NOTE If the Clapper Facing is .timed over or replaced, be sure to securely • re4tighten the;;fastener for the; Eating Retainer (Lodalut for tluri 4 inch (50 thru 100 mm) valves Self -lock ing Cap Screw for 6 and 8 inch (150 and 200 mm) Vahes). If the Clapper Assembly or Spring requires replacement, proceed as follows: a. Remove the Hinge Pin Plugs. b. Refer to Figure 3 and then note the Spring position within the Valve Body. c. Place the Valve with its outlet close to and towards a wall or place a covering over the Valve outlet, and then remove the Hinge Pin. NOTE The Valve outlet must be covered in -order to prownt the possrbilityofinjury when the Spring is released. d. Remove the Spring and the Clapper Assembly from within the Valve Body. e. Refer to Figure 3 to determine the appropriate Spring positioning. Replace the Spring and Clapper Assembly within the Valve Body and then while holding the coils of the Spring down, re-insert the Hinge Pin. NOTES Care must be taken to avoid releasing a compressed Spring before the Hinge Pin is replaced in order possibility of injury. to prevent the In order to be properly positioned within the Valve, the Spring must be wound approximately one-quarter turn. When the Spring is properly installed, one end of the Spring Kill be in direct contact with the Clapper and one end will be in contact with the Body, as shown in Figure 3 If the end of the Spring does not contact the Clapper or if the Spring unWndsas the ClapperAssemblyisopened, thenithasbeen installed balm dsandit must bereassembledin the proper orientation. Incorrect reassembly of the Spring can prevent the Clapper Assembly from opening and closing properly. J.. Replace the Hinge Pin Plugs after applying a non - hardening type of pipe thread sealant sparingly to the male threads only. 7. Install the reassembled Valve in the pipeline in accord- ance with the Installation section. 8. Return the fire protection system to service in accord- ance with the Operating Procedure and then perform - the Inspection Procedure. r ORDERING PROCEDURE Please Specify: 1 Model S380 Riser Check Valve 2 Inch (#6051) 2-1/2 Inch (#6052) 3 Inch (#6053) 4 Inch (#6054 • 6 Inch (#6055) 8 Inch (#6056) 76.1 mm (#6057) 165.1 mm (#6058) 2. Model S380 Riser Check Valve Trim, 2 Inch (#3996) 2-1/2 & 3 Inch (#3997) 4, 0 & 8 Inch (#3998) Refer to Price List for for complete listing of Part Numbers with respect to sizes, replacement parts, etc. AVAILABILITY AND SERVICE Star Sprinkler Inc. products and devices are available worldwide through a network of independent distributors. Please contact Star Sprinkler Inc. for information and the name and address of the Star distributor in your. area. . LIMITED WARRANTY Seller warrants for a period of one year from date of ship- ment (warranty period) that the products furnished here- under will be free of defects in material and workmanship. For further details on Warranty, contact Star Sprinkler, Inc. 7071 S. 13th Street • Suite 103 Oak Creek, WI 53154 414-570-5000.800-558-5236 PRINTED IN U.S-A.10-98 SPECIFICATIONAND IATIONINSTRS IONS BB -SC 4bhh._ SERIES I.1 mk SLOW CLOSE INDICATING BUTTERFLY VALVES FOR F IN Factory steMutual Sym ■ IN EVERVALVE MILWAUKEE VALVE SC1 D - 12/97 FOR SPECIFICATIONS . SLOW CLOSI SLOW CLOSE BUTfERBALL VALVE ASSEMBLIES INSTALLATION PATENTED A. The BBSC can be installed in any orientation in a piping system using standard National Pipe 1. Provides slow opening and closing properties Threads. Wrench should be used to hex on the in a quarter -turn valve. The purpose is to elimi- end of valve being threaded to pipe, pipe nate hxdraulic shock and water hammer in fire sealants should be used sparingly. proteblion and other liquid systems. B. The valves with internal switches can be easily 2. Available with or without an internal, pre -wired wired in the field. They will have two switches, supervisory tamper switch assembly. When switch -1 will have dual leads on the terminals. mounted on any slow -close valve and wired, the This switch is to be connected to the supervisory switches signal movement of the valve disc from circuit of a Listed alarm control panel. Switch -2 the full -open position. will have single leads and may be connected to equipmentof a. Available factory mounted to a valve or as a authotarymy having juri per directionsdiction. Cap anthe local uriy unused kit for field installation on previously installed wire leads with wire nuts and tuck into juliction valves. box. All connections shall be reviewed and b. Switch Rating: approved by the local authority having jurisdiction. 10 Amps/115 VAC -60 Hz C. A 14 gage green wire has been fastened to the 0.5 Amps/28 VDC interior of the housing and is to be used as a c. Valves equipped with tamper switch assem. housing ground. blies are AOR INDOOR USE ONLY. D. Recommended type of wire to be used is No. 16 3. UL/FM rated at 175 psi. Also available at 350 psi Dual Rated UL 300V 80 C and 300V 105 C. ,and 500 psi with N.Y.C. B.S.A. approval. E. Installation must be in compliance with NFPA 72 and 13; or bonded and grounded per Canadian Electrical Code Part 1. F. The BB -SC, BBHSC (threaded -end) and BBVSC, r' ®� us BBHSC (grooved -end) valves are intended LISTED for use with schedule 40 and/or 80 pipe, sizes For use with fire protection sprinkler systems 175 psi. 1 u, 11/.8, 1'/x , 2° and 2+I20 per ANSI B36.10. Approved by the New York City Board of Stds. & INSTALLATION FOR NEW YORK CITY VALVES Appeals under Calendar No. 996 -81 -SM, for N.Y.C. special valves have a large flow indicator 175 psi and Calendar No. 720 -83 -SA for 350 psi and 500 psi. which points in the direction of the valve disc, indi- (500 psi rated valves not shown.) cating open or closed. The valve should be installed in a position where the indicator is readily visible. MODEL DESCRIPTION SIZES BBSCloo Valve Less Switch UL/FM BBSCS02 Valve With Switch 175 Psi -Threaded Ends NYC BSA 1'• 1 V' 1 /z Approved 2% 2+/2 BBVSC100 Valve Less Switch UL/FM BBVSCS02 Valve With Switch 175 Psi -Grooved Ends NYC BSA 2+/= Approved BBHSC100 Valve Less Switch BBHSCS02 Valve With Switch 350 Psi -Threaded Ends NYC BSA 1', 1 - Approved 2, 2+/:' BVHSC100 Valve Less Switch BVHSCS02 - Valve With Switch 350 Psi - Grooved Ends NYC BSA 2', 21/2' Approved 2 ►�/���r� ��, BUTTERFLY VAL VALVES LESS SUPERVISORY TAMPER SWITCH ASSEMBLY F dFKb I ®,V ,d. ' «M» L. ^A^� BB-SC100 (Threaded Ends) Sizes 1" , 11/41-' 11/2"j 2", 21/2" BBVSC100 (Grooved Ends) Size 21/2" VALVES WITH SUPERVISORY TAMPER SWITCH ASSEMBLY iT THREADED ENDS BB-SCS02 NYC INDICATOR tAvaWft on both vMtdwd ow non4wbed nw&ls4GROOVED ENDS BBVSC802 MATFRIAI I Isr ..to c ara Z 7/e 31/4 41/8 ' 8 315/16 49/32 4112 5 513/32 C 1 9/16 115116 23116 2 314 3 5/16 U 123/32 2 7/64 23/8 31/16 3 12 s F 15/16 G am ti 41/2 27/8 415/16 51/8 519/32 61/8 61/4 •73 •73 .79 1.16 12,, 99 1.41M 40 1.05 2M-80' • .96 - 160 1.94N 40 2.2526 22510W 13/16 113/32 111/16 1314 NO. PART MATERIAL SPECIFICATION 1 Indicator Sintered Iron F0008P 2 Housing Bronze ASTM 584 3 Body Bronze ASTM 584 4 - Handle Brass 5 Disc Stain. St(. Type 304 6 Disc Seal.. -EPOM Elastomer 7 SWitchHousingi Die Cast Aluminum M-40 ARE DIMENSION$ USING Sq-(tDULJE 40 PIPE _ M-80 ARE DIAAENSI6MS:USJIVO.�C{EpULE 8U PIPS N-40' IS PLOW RESIST w . Is niE.wAEcifj -ExFFiESSED 40 PIPE 1 NGTH oTl r EQUNALENT U]J OF SGiEDULE •....ate... 4. 6r -.% ■armors (SWi;-CH POSITION VALVE FULL OPEN) SWITCH 1: DUAL LEADS LISTED FIRE ALARM CONTROL PANEL BLACK TO NEXT INDICATOR SUPERVISORY CIRCUIT OR END OF LINE RESISTOR WHITE ; , ssy RED SWITCH 2: SINGLE LEADS AUXILIARY --E:VOLTAGE + ORANGE EQUIPMENT 07 RANGE BLUE YELLOW Green Lead provided is ground for switch housing Switch Rating: 10 AMP/115 VAC .5 AMP/28 VDC Cap unused leads with wire nuts and tudc inside junction box (not provided) NOTE: Valves incorporating supervisory tamper sivitches are for indoor use only SUPERVISORY TAMPER SWITCH ASSY, Dr � r Z rn C z 0 rn pm 6CCDD I 5 ©FrI (n O � C: Z m cn m U 0;0 zrn r— A O Milwa�u(Cee Valve Company 2375 SoUth_Burrell Street MIlwauke.I�i Nsconsin 53207=1592 T..pie(69h* 14.14/744-5240 FAX' -414 44-5840 Uum,gwiv DUk MILWAUKEE. VALVE Jammy v A n HkM Made TM Threaded Rod Hangers Self -Drilling • Self -Tapping • One -Step Anchoring System CONCRETE. acts available! Super sa Speedy Products Inc. Home of Sammy Super Screw TM into its s currently Well over 80q made to our stri consistency are years of development that began nearly a decade ago, the uper Screw1m has evolved into the most dependable, economical and ner of its type, boasting some 60 different models. As Sammy enters Lde and leaps into the next millennium, two completely new lines d development will be introduced. components that are incorporated into Sammys are custom ons by the largest cold -headers in the nation. Quality and Oes of our company. �.. Recently, we designed t demand for our products. n fasteners and also allows us� You may need. We continuel products to save you time and problems or ideas. The goal in developing this cittal and field installation personnel:" LISTED or FM APPROVED any technical information needed Gari call and we will fax any available viewed on the internet at www sac :w production machine to handle the ever increasing ne more than quadruples our ability to produce "de g. d build most any length fastener that With con _..dors to develop new fasteners and other and.we e. you to call with any fastening Upon request, we will send you our very popular Pullout information on our most commonly used nformation to design, sales it ny of our fasteners are UL FPA 13. If reports or talog or on our web site, please d ad' 'tional information can be A We are confident you will find that our screws will redui that once you've tried Sammys you will not want to use industry, Speedy Products, Inc. prides itself in service, c and quality products. We appreciate your patronage! 46 Your Speedy p y Team Call us at 1. 888.773. 0001 guide that lists °fib dramatically s a leader in the ion, innovation Item # Model -Rod Size Description _ 50 DSTR 100 1/4-20 1/4-20x1 51 DST 100 1/4-20 1/4-14x1 52 DST 150 1/4-20 1/4-14x1 1/2 53 DST 200 1/4-20 1/4-14x2 54 DST 250 1/4-20 1/4-1421/2 55 DST 300 1/4-20 1/4-143 56 TEK 500 1/4-20 12-24x1 1/2 C C �n Seepage 11 for Stainless Steel Steel. It SAMMYS Item # Model 100 #14 Nut Driver #14 Nut Driver (Item #100) See Page 5 for Performance Data Item # Model Rod Size Description FM Test ULTest Load, lb. Load, Ib. UL/FM Pipe Size Minimum Thickness Max. Thick. Actual Pullout 29 DSTR 11/2 3/8-16 12-24x1 1/2 1475# 3/4-4 .036"-20 ga .188 1510# / 20 ga. 30 DSTR 1"' 3/8-16 1/4-20x1 1475# 3/4-4 .036"-20 ga .188 1510# / 20 ga. 31 DSTR 516' 3/8-16 5/16-18x1 1/4 1500# 4 .036"-20 ga .188 2200# / 20 ga. 32 DST 10 318-16 1/4-141 .036"-20 ga .188 446# / 20 ga. 33 DST 15 3/8-16 1/4-14x1 1/2 .066"-16 ga .188 970# / 16 ga.. 34 DST 20 3/8-16 1/4-14x2 35 DST 25 3/8-16 1/4-14x2 1/2 36 DST 30 3/8-16 1/4-14x3 37 38 DST 516 ,T6Z50 3/8-16 3/8-16 _5/16-18x1 1/4 12-24x11/2 I 1500# 4 + 1475#� ( 3/4-4 .188"-3/16" .25'-1/4" .188 .50 1500+# 13/16" 3125#/1/4" * When installing DSTR or SWDR add retainer ntifand torque to 20 foot lbs. for maximum pull out in steel. . + Z Purlin f �+ DST Underside Liner r Bar Joist STEEL INSTALLATION INSTRUCTION DST, DSTR, TEK 50, SWD, SWDR, SWT = See diagram figures 1-4,11-14 on page 14 and 15. (DST - Self -drills & self -taps into steel up to 3 /16" thick; DSTR - Self -drills & self -taps into steel up to 3/16" thick and accepts retainer nut; TEK 50 - Self -drills & self - taps into steel up to 1/2" thick, SWD - Self -drills & self - taps thru 3/16" steel, SWDR - Self -drills & self -taps thru 3116" steel and accepts retainer nut, • SWT - Self - drills & self -taps thru 1/2" steel) Step 1: Insert the appropriate nut driver into a 2200 RPM 3/8" or 1/2" portable drill: (a) Use #14 for DST, DSTR, TEK 50; (b) use #14SW for SWD, SWDR, SWT. ,p 2: Insert the screw into the nut driver. Now v_ ou .:...;ready to install the screw. 4 steel - sammys Installations « Sammy • TEK 50 s Step 3: Position drill and begin installation: (a) for installing DST, TEK 50, DSTR" drill should be in a vertical position; (b) for installing SWD, SWDR', SWT drill should be in a horizontal position, at a right angle to the structural member. Step 4: When the nut driver spins freely on the cap of the screw installation is complete. Step 5: Screw is now ready to receive 1/4", 3/8", 1/2" or metric all thread rod or bolt stock. Eye protection should be worn at all times when installing this product. Note: Must be installed with appropriate nut driver to comply with warranty. D. .......... . Steel SIDEWINDERS Item # Model Rod Size Description ULTest Load, Ib. UUFM Pipe Size Minimum Thickness Max. Thick. Actual Shear/Pullout 39 SWD 10 318-16 1/4-14x1.066"-16 DST 516 5/16 ga .188 1477# / 16 ga. 40 SWD 15 3/8-16 1/4-14x1 1/2 DSTR 1" DSTR 516 1/4, 5/16 #3 1510 73 22001 1 41 SWD20 318-16 1/4-14x2 42 SWD516 318-16 5/16-18x11/4 46 SWDR 1 1/2 3/8-16 1/4-20x1 1/2 1500# 4_ 036"-20 ga .188 2375# / 20 ga. 43 SWDR 1 " ' 318-16 1/4-20x 1 .1500# 4 .036"-20 ga .188 1900# / 20 ga. 44 SWDR516' 3/8-16 5/16-18x11/4 1500# 4 ..036-20 ga -.188 2480#/2pga. 45 SWT 15 3/8-16 12-24x1 1/2 .25"° .50 When installing DSTR or SWDR add retainer nut and torque to 20 foot lbs. for maximum pull out in steel Installations Item # Model 101 IL14SW Bar Joist ' ' Sidewinder #14SW Nut Driver (Item #101) See Page 4 for installation instructions. SWOR See page 11 If, Stainless Stee iM-1OLUJOINF-w10[IN =.=Ek-ifwiir.�i�r-T-iii If you dont see /4 calf . at 1.988.773.0001 Ultimate Shear / Pullout Values - Sidewinders Ultimate Pullout Values - Sammys (average lbs ultimate) Fastener (average lbs. ultimate) Fastener Steel Gauge Model Dia. Pt 20 18 16 14 12 3/16 1/4 DST 1/4 #3 446 613 970 1145 1544 3190 DST 516 5/16 #3 664 1500 TEK 50 #12 #5 487 699 913 1527 3270 3593 DSTR 1 1/2" #12 #5 3270 3593 DSTR 1" DSTR 516 1/4, 5/16 #3 1510 73 22001 1 If you dont see /4 calf . at 1.988.773.0001 Ultimate Shear / Pullout Values - Sidewinders (average lbs ultimate) (average lbs ultimate) Fastener Steel Gauge. Model Dia. Pt 20 1 18 16 14 12 3/16 1/4 SWD 1/4 #3 1477 SWDR 1 1/2" #12 #5 2375 SWDR 1" 1/4 #3 1900 1900 S W DR 516 5116 #3 2480 2480 1 1 Ultimate Pullout Values (average lbs ultimate) Fastener Aluminum Curtain Wall .Extrusion Model Dia. Pt. .114 .092 .365 .132 OST 10 114 #3 1265 2750 SWD 10 1/4 #3 1120 1420 Steel - Sidewinders •Performance Data for Steel 5 GS7' Wood. SAMMYS Ite_m_# Model _ Rod Size Shk _Dia Shk Lgth 20 GST .750 1/4-20 21 GST 100 1/4-20 Item # Model 22 GS 1/4-20 154 2 100 #14 - 23 GST 300 1/4 20 i-' 1/4 3 24 GST 6001/4 20 1/a #14 Nut Driver 6 Seepage 11 for Stainless Steel t item #100) 1 Item # Model Rod Size Shk Dia Shk Li 10 GST .75 i 3/8716 — 1/4 1 11 IGST 10 3/8-16 i 1/4 1 12 GST 20 3/8-16--+ 1/4--F-2 ?7 GST 25-380 3/8-16 - 3/8 2 1 13 GST 30 3/8-16 3 03 GST 40 3/8.16_ 1/4 4 GST 60 3/8-16 1/4 6 Item # ' Model 1Rod Size_ S_h_k DiaJShk t 8 GST 2 1/2-13 _114 2 15 GST 3 1 1/2-13 1/4 3 16 GST112-13 _4 - 1 ; 17 GST 6 + 1/2-13 i`- -1I4 g See Page 3 for installation instructions. u you dont see N. call us at 1.888.773.0001 2 Wood - Sammys ,*Wood Flooring FM Test IUL,4 Av Load, Ib. I Pipe Size I Actual Pullout 564# - 6 Ply - 7/16OSe 670# - 3/4" Ply 940#;";210# 1760# - Fir 2113# - Fr 1475#1 3/4-4 1 20608 -Fir Actual Pullout 1760# - Fr 99758 - Mir I i I . . - #14 SW Nut Driver (Item #101) r Sammy " 1 TGI Joist / Truss ConsuR truss manufacturer for recommended installation polnt (See "Special Notes" on -page i') 4Ceiling Wood Joist Minimum 2" Imbedment Into base material for NFPA 13 compliance mmy Sheetrock Installations Not less than 2- nominal width (1 7 Lower face of i beam or Joist « Sammy For vertical use. Install In center of lower face. cis Note: Must be installed with appropriate slut driver to comply with warranty. 0 SWG Item #fi����aMoShk t 300 2 4 444 Item #L. Model Rod Size Shk Dia 18 SWG 10 3/8-16 1/4 19 SWG 20 3/8-16 1/4 26 SWC: 9t:_�nn om k Wood � SIDEWINDERS Actual Pullout 1725# - Fr See page 11 for Stainless Steel UL Test Load, Ib. 'Lp I 21/2 1 7501 25 SWG 30 3/8-16 1/4 3 hlastening drmughgusset plates, use the SWD20 Isee Page SJ . Item # Model Installations 101 #14SW Floor Joist w Size I Actual Pullo rr<�i►- 2 99doa " Sidewinder #14 SW Nut Driver (Item #101) WOOD INSTALLATION. INSTRUCTIONS ""der GST & SWG — See diagram 'figures 1-4,11-14 on page 14 and 15. (Self drilling & self -tapping into wood) Step 1: Insert the appropriate nut driver into a 3/8" or 1/2" portable drill: (a) Use #14 for GST for 3/8" and 1/4" rod; (b) use #14SW for SWG, and for GST for 1/2" rod. Step 2: Insert the screw into the nut driver. Now you are ready to install the screw. Step 3: Position drill and begin installation: (a) for installing GST For horizontal use. drill should be in a vertical position; (b) for installing SWG drill Minimum 21/2" from should. be in a horizontal position at a right angle to the struc- °oltO" IforMU branch noes. tural member. Minimum 3" from bottom for main noes. Step 4: When the nut driver spins freely on the cap of the screw installation is complete. Step 5: Screw is now ready receive " eceive 1/4 , 3/8 , all thread rod or bolt stock. 1/2" or metric Eye protection should be worn at all times when installing this product. Note: Must be installed with appropriate nut driver to comply with warranty. 1 TGI Joist / Truss Consult truss manufacturer for recommended installation point. (See "Special Notes" on1*9eP) Not less than 2" nominal width ( P S 11 V 0 4+ Sidewinder Wood - Sidewinders 3 Special motes -igineering Note 1996 the screws listed by U.L. were tested in plate steel that measured .188 and .118. Subsequent testing was done for purlin applica- on May 5, 1997 using .037 or 20 gauge steel. Metric Sizes Sammy Super ScrewsTm and SidewindersTm are available to hang metric threaded rod (6mm, 8mm, and 10mm) or bolt stock. 44 Sammy Nut Drivers used for installation the driver spins free on the screw after installation is complete and eliminates the expeSpecial nut drivers were designed to be used with the Sammy Super Screw"m anchoring system. When the appropriate nut dcted wrist snap, reduces over - rivers are torquing, and prevents screw failure. See installation procedures in each section and/or on pages 14 and 15. . Recommended -Safe Load Pullouts listed are average actual pullouts and should be used as reference only for calculations of acceptable pullout and shear values. Values are ultimate averages achieved under laboratory conditions and apply to fasteners manufactured by Speedy Products, Inc. only. In the process of doing engineering; design personnel should divide by the recommended safe load average per the industry requirement. NFPA 13 2-6.1— Fire protection fastening requirements: Five times the weight of the water filled pipe plus 250 lbs_ Example: Based on 15 ft. of 3° pipe (schedule 40) Wt of HzO (#/gan x Gan a« awu = wUft of HO 8.34# x .3840 = 320# Pipe wuh (se. emq + KO wUft Water filled pipe wV t 7.575# + 3.20# 10.775# Water filled pipe wVft x Pipe Lgth = Actual wL per 15 ft 10.775# x is, = 161.63# Safety Factor x Actual WL + 250# = Safety Load 5 x 161.63# + 250# 1058# Stainless Steel Screws STAMWA11tD PIPS DATA MINK t itatl9 ftM tRIt" t1 '� 824 1A50 1130 370090 A277 1 IA19 1.915 1.079 186820 Opp 1 t4 . 1.380 1.660 2272 88S7S Am I 1810 law 27i7 70.733 1056 7 2067 2375 3851 48.813 ..1749 214 2169 3875 5.783 30A77 .7187 3 3069 3400 T47s 19A79 3840 3fh 3 s/8 4A00 0109 1/ M .5196 4 -. _4.018 4.600 10.780 11.917 A13 % 44460 $A00 12539 S o30 ,m s s a7 s4s3 11A17 2188 1.0393 6 8.065 9825 19.1171 a.881 14009 . SII screws are available with stainless steel caps by special order. =or screws manufactured with both stainless steel screw and cap please see page 9. rGl Joist / Truss "russ manufacturers vary installation recommendations for TG joist. Sidewinder SWG 20 and SWG 25-380 can be installed into the top :Ord of a truss. GST 20.can be installed into the center of the lower cord of a TGI. Penetration of the upright center web is permitted by some joist manufacturers. 're=drilling may be required by joist manufacturers. If so, pre -drill pilot 1/W smaller than root diameter of fastener. Consult table below: o increase efficiency of the installation process, sleeve tools, bit receivers and wood bits are available for pre -drilling. On November 27,1995, tests were conducted for the Sammy GST 20 installed in the vertical position, dead center into the lower face. Achieved pullout was 1144#. No pre -drilling was done. The second screw tested was the Sidewinder SWG 20 installed into the side of the top cord of the TGI. A max Of 1095# was achieved. No pre -drilling was done. imum shear value Sec pages 2 and 3 for diagrams and ndditiona/ screw information) -i- s Root Diam. Hole Size .0.182 1 /8" E25-380 0.280 7/32• 0.182 1/8 t 0.28 7/32' o increase efficiency of the installation process, sleeve tools, bit receivers and wood bits are available for pre -drilling. On November 27,1995, tests were conducted for the Sammy GST 20 installed in the vertical position, dead center into the lower face. Achieved pullout was 1144#. No pre -drilling was done. The second screw tested was the Sidewinder SWG 20 installed into the side of the top cord of the TGI. A max Of 1095# was achieved. No pre -drilling was done. imum shear value Sec pages 2 and 3 for diagrams and ndditiona/ screw information) -i- s 44 ftloF oc0 FIRE PROTECTION CATALOG PIPE HANGERS AND SEISMIC BRACING FS -20 1375 Sampson Avenue, Corona, CA 92879 (909) 737.5599 Fax (909) 737-0330 MALLEABLE IRON SMALL MOUTH TOP BEAM CLAMPS Hfl Dimensions, Inches Catalog Rod Thread Recommended Type A B C . D E F G No. Size Size Pipe Size I '38T 3/8" 3/8"-16NC 3/4"-4" Small .375. 1.375 1.500 0.625 1.062 .0.750 0.750 Mouth "12T 1/2" 1/2"-13NC 5"-8" Small .500 1.500 1.625 0.625 1.187 0.750 0.875 Mouth MALLEABLE IRON LARGE MOUTH TOP BEAM CLAMPS B G - D I I 1 Iyy�, F C I t I t l I 1 V10 I --E --I A Dimensions, Inches Catalog Rod Thread Recommended Type A B C D E F G No. Size Size Pipe Size I '38W 3/8" 3/8"-16NC 3/4"-4" Large .375 1.562 2.125 0.625 1.187 1.250 0.875 Mouth "12W 1/2" 1/2"-13NC 5"-8" Large .500 1.562 2.125 0.625 1.187 1.250 0.875 Mouth MALLEABLE -IRON "C" CLAMPS Dimensions, Inches Catalog No. Rod Size Thread Recommended A Size _Pipe Size I B C D 38C 3/8" 3/8"-16NC 3/4"-2" .375 10.625 11.750-11.312 .12C 1/2" 1/2"-13NC 21/2"-4" .500 0.625 11.750 11.312 MAX i 29 T0Lc0 35 INCORPORATED J CORONA. CA • (909)737-5599 FASTENERSAND HANGER ROD 44 Fig. 99 All Thread Rod Size Range - 3/8 thru 7/8 inch rod. Fig. 122 Wood ScrewFlatHead Pig. 103 Fig. IDS Hanger Rod Threaded Coach Screw Both Ends Hanger Rod Size Range - 3/8 thruSize Range - 3/8 and 1-1/2 inch rod. 1/2 rod. Fig. 127 Hex Head Machine Bolt . Size Range - 1/4 thru 2 inch dia. Fig. 102 Eye Rod Not Welded Size Range - 3/8 thru 2-1/2 inch rod. lig. 10i Welded Eye Rod Size Range - 3/8 thru 2-1/2 inch rod. Fig. 125 Fig. 126 Drive Screw Lag Bolt Gimlet Point Size - #16 x 2 inch Size Range - 1/4 thru 5/8 inch. dia. 110 LOCO INCORPORATED 10 CORONA, CA • (909)737-5599 FIG.200 ADJUSTABLE BAND HANGER Size Range - 1/2 thru 8 inch pipe. Material- Carbon Steel, Mil. Galvanized to G-90 specifications. Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features • (1/2 thru 2 inch) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. • (2-1/2 thru 8 inch) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals- Underwriters' Laboratories listed (1/2" thru 8") in the U.S. (UL) and Canada (cUL) for Steel and CPVC plastic pipe and Factory Mutual Engineering approved (3/4" thru 8"). Conforms to Federal Specifications WW -H-17 1E, Type 10, and .. -.. Manufacturers Standardization Society SP -69, type 10. Maximum Temperature- 650°F. Finish - Mil. Galvanized and Stainless Steel. Order By- Figure number and pipe size. PIPE SIZE Inch ROD SIZE Metric* A B MAX. REC. LOAD LBS. "PROM WT./100 1/2 3/8 8mm or 10mm 3-1/8 2-5/8 400 11 3/4 3/8 -8mm or 10mm 3-1/8 2-1/2 400 11 1 3/8 8mm or 10mm 3-3/8 2-5/8 400 12 1-1/4 3/8 8mm or 10mm 3-3/4 2-7/8 400 13 1-1/2 3/8 8mm or 10mm 3-7/8 2-7/8 400 14 2 3/8 8mm or 10mm 4-1/2 3 400 15 2-1/2 3/8 10mm 5-5/8 4-1/8 600 27 3 3/8 10MM 5-7/8 4 600 29 3-1/2 3/8 Iomm 7-3/8 5-1/4 600 34 4 3/8 lomm 7-3/8 5 1000 35 5 1/2 12mm 9-1/8 6-1/4 1250 66 6 1/2 12mm 10-1/8 6-3/4 1250 73 8 1/2 12mm 13-1/8 8-3/4 1250 136 * Order Fig. 200 M 1/2 — 2 inch pipe 2 1/2 - 8 inch pipe vvneatiandt Scihe dine 10 &Schedule 40 Sprinkler Pipe Here is high quality sprinkler pipe offering you the full range of assurances you require. Both our Schedule 10 and our Schedule 40 Sprinkler Pipe have passed some of the toughest lab tests ever created for sprinkler pipe. Made in America by Wheatland Tube Company means made to the highest standards for consistent quality. Wheatland's Schedule 10 and Schedule 40 Sprinkler Pipe is made from the -highest quality steel in one of the nation's most modern and most complete pipe manufacturing plants. Our proprietary mill coating offers -you a.clean, corrosion and heat resistant surface that outlasts and outperforms standard lacquer coatings. Plus, this coating can be quickly and easily painted without special preparation. Or it may be hot dip galvanized to meet FM requirements for dry systems in accor- dance with the zinc coating specifications of ASTM A795 or A53. Approvals ■ UL Listed • FM Approved ■ ASTM A 135, Grade A • ASTM A795 -E Specifications, illustrdted materials and de..criptione are accurate as known at time of publication and are subject 10 change without notice. NPS .• . in. mm: in. mm: in. mm. MS. kg./m PCS/L 11/4" 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 1 1/2" 1.900 48.3 1.682 42.7 .109 2.77. _ 2.09 3.11 61 2" 61 2.375 60,3 2.157 54.8 :109 2.77 2.64 3.93 21/2" 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 37 3 30 3.500 88.9 3.260 82.8 120 3.05 4.33 6.45 19 6"* 4.� 4.500 114.3 4.260 108.2 .120 3.05 5.61 8.36 19 6.625 168.3 6.357 161.5 ..134 3.40 9.29 13.84 10 1.. 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 11/4" 1.660 42.2 1.380 35.1 .140 3.56 2.27 3.39 70 1 1/2" . 1.900 48.3 51 1.610 40.9 .145 3.68 2.72 4.05 2" 2.375 60.3 2.067 52.5 .154 3.91 3.65 5.44 44 The 6" Schedule 10 is sold under license from another domestic producer Call today for more information, or. for the name of your nearest distributor 800-257-8182. WheatlandTUBE COMPANY 900 Haddon Ave., coningswood, NJ 08108 Tel800 - Tel(800 2 57 8182 Fax (856) 854-0616 www.wheatland.com �- hr I 14Z � v.. t 4 rr' 7 ... �4 ,,. ✓q �! p3l'-, I r i yc'"h •�� 'r �S � �r'y� s i r} Y% ru'�' r G€ .g � - ; �/r'� � S.,i r1� s, � ,�t y��Yyr• � ��wpel• y ' ,'M r 1 rCSr*'-2+sLim �... .. 'a F '}: r:•, � � }? A �'�i" p � .`. t TTI N . !r V vil s- f4� � i { � ..A r ., ti► t ,.r S 4 a•3r• . 1� b J A.:. i .,il - \ S r 1 a ' � � S MIS / ` � � y �'. / / 1.��` h'£.•'^-. 5 rJ r a�.u�- sacro In the following four y expafided to include the Introduced in sties rangi ....••,..c.. w Yell anu ine ever; increasing caemana.ior .cc `products called for -higher volume anmore efficient molding fac ;thisbusiness i ressure,'a totally. new and itiighly automated fouh, f 1955 and, to this'day, through careful;maintenance continuous 1 f.reinvestment this facility is equipped with the mos t:modern aut equipment available _:_May:1980 marked another major milestone in War.'tl's.histc Niard line111cluding class 300brass amps, Warcik plain entl fittings, ai 9 f9ellf�v fin,... ' ively priced . �� naaF,C4lCq In � mprovement, :and omatic molding WARD UNIONS RUGGED -STRONG Made of Best Quality Malleable Iron Extra heavy brass seat ring accurately machined to insure perfect seating under difficult conditions. M SUITABLY CHAMFERED M RUST .PROOF TREATED M PROPERLY THREADED Continuous, careful inspection during each manufacturing operation. i" TYPES AVAILABLE Class 150 Brass - to - Iron Class 250 Brass - to - Iron Class 300 Brass - to - Iron Class 150 All Iron Seat C l a s s 300 All I r o n Seat Class 150 Gasket Unions $ Class 300 Brass - to - Brass e 16 Class 1 5 0 Di -electric Unions (Female iron pipe to Sweat Copper) Throughout the entire process of the manufacture of WARD Unions, special emphasis is placed upon the control and accuracy of each operation. WARD unions are made from closely grained, high tensile iron; pro , duced under expert laboratory super vision. Modern methods of foundry practice and carefully supervised molding, produce castings that are smooth and clean in every respect and free from imperfection. j WARD unions are made strictly to 8 specification as published by the r' American National. Standards Institute for 'threaded pipe unions. They also conform to United States Federal Specifications. Each opening is chamfered permitting t easy assembly. WARD unions make up easily and pull tight for a sealed assembly. Continuous and careful inspec- tion by trained employee's during and after each operation produce quality products which will give satisfaction to the user. r �= I I c_) r\\j 3 4h V F >• ai �� r¢'.i X91 "'. .r'41rrm 4 Material: ASTM A197 is2VfL!v'S-.:S'.t�•iiu'Jr'lYli '�.��j Dimensions: ANSI B 16.39 Coatings: ANSI B 1.20.1 ASTM A 153, A 165 I' pressure : • . . Ratings:. ANSI B 16.39 c ��,1 �'• Additional `, � p.'� Wit- z Specifications -Federal Spec. WWP 531 (CLASS 250) , Ul as applicable r �= I I c_) r\\j 3 4h V F >• ai �� r¢'.i X91 "'. .r'41rrm 4 ,,TNS a �" ice/ •• ``I � ,r a� r�£•.h �. _...0 �" fi6 } ¢..aava.- is2VfL!v'S-.:S'.t�•iiu'Jr'lYli '�.��j t f I' c ��,1 �'• . `, � p.'� Wit- z a ,,TNS a �" ice/ •• ``I � ,r a� r�£•.h ME $ rel .. PIPE SIZE THREAD LENGTH "A" .370 1/4" `°440 I/A^ A An B U S H I N G S Pipe Size External Thd Length Internal Thdtength (mini ur"A" minimum "1" 1/4" .440 .320 -3/V:--,. .480.. .360 1/2" .560 .430 3/4" .630 .500 1. .750 .580 11/4" .800 .670 11/2" .830 .700 2" .880 .750 21/2" 1.070 .920 3" 1.130 31/2" 1.180 .980 1.030 4" 1.220 5" 1.310 1.080 1.180 6" 1.400 1.280 8" 1.570 10" 1.925 --- --- • MALLEABLE I R O N COUNTERSUNK PLUGS FIGURA n= 22 CAST IRON COUNTERSUNK PLUGS FIGURE 05 04R]i I CAST IRON- HEX HEAD CLEANOUT PLUGS Manufactured to WARD Specifications FIGURE 06 3 MALLEABLE IRON HEX BUSHINGS / CONTINUE? 'Steel 24 FIGURE 09 *CAST IRON FLUSH BUSHING S co NPS Length of External Threads A min Length of Internal Threads B min 1/4 x 1/8" * 0.440 0.260 3/8 x 1/4" * 0.480 0.400 1/2 x 3/8" * 0.560 0.410 1/2 x 1/4" * 0.560 0.320 1/2 x 1/8" * 0.560 0.250 3/4 x 1/2" * ss 0.630 0.530 3/4 x 3/8" * 0.630 0.360 3/4 x 1/4" * 0.630 0.320 1 1/4 x 1/2" 0.800 0.430 1 1/2 x 1 1/4" 0.830 0.770 1 1/2 x 1 " 0.830 0.580 1 1/2 x 3/4" 0.830 0.500 1 1/2 x 1/2" 0.830 0.430 2 x 1 1/2" 0.880 0:700 2 x 1 1/4" 0.880 0.670 2 x 1" 0.880 0.580 2 x 3/4" 0.880 0.500 2 x 1/2" 0.880 0.430 2 1/2 x 2" 1.070 0.750 2 1/2 x 1 1/2" 1.070 0.700 2 1/2 x 1 1/4" 1.070 0.670 3 x 2 1/2" 1.130 0.920 3 x 2" 1.130 0.750 3 x 1 1/2" 1.130 0.700 3 x 1 1/4" 1.130 0.670 3 1/2 x 2 1/2" 1.180 0.920 3 1/1 x2" 1.180 0.750 3 1/2 x 1.1/2" 1.180 0.700 4 x 3 1/2" 1.220 1.030 4 x 3" 1.220 0.980 4 x 2 1/2" 1.220 0.920 4 x 2" 1.220 0.750 5 x 4" 1.310 1.080 5 x 3" 1.310 1.030 6 x 5" 1.400 1.180 6 x 4" 1.400 1.080 8 x 6" 1.570 1.280 FIGURE .-1 n MALLEABLE FLUSH BUSHINGS NPS Length of External Thread A min Length of Internal Threads B min 1 x 3/4" 0.750 0.500 1 x 1/2" 0.750 0.430 1 x 3/8" 0.750 0.360 . 1 x 1/4" 0.750 0.320 1 1/4 x 3/4" 0.800 0.500 1 114 x 1" 0.800 0.580 1 1/2 x 1 1/4" 0.830 0.770 2 x 1 1/2" 0.880 0.700 2 1/2 x 2" 1.070 0.750 4 x 3 1 /2" 1.220 1.030 I FIGURE 10 25 CAST IRON DOUBLE TAP TANK BUSHING.S * F I G U R E * Manufactured to WARD Specifications , SOLID PLUGS FIGURE 03 & nA Ii Q 26. CAST IRON CORED PLUGS NPS Length of Thread A min Height of Square B min Nominal Width of Access Flats C Distance between Lugs D min 1 /8" 0.370 0.240 9/32 --- *1/4" 0.440 0.280 3/8 --- -3/8" 0.480 0.310 7/16 --- 1/2" 0.560 43.630 0.380 9/16 --- 3/4" 0.440 5/8 --- 1" 0.750 0.500 13/16 --- 11/4" 0.800 0.560 15/16 --- 1 1/2" 0.830 0.630 1-1/8 --- 2" 0.880 0.680 1-5/16 --- 2 1/2" 1.070 0.740 1-1/2 --- 3" . . •1.130 0.800 1-11/16 --= 3 1/2" 1 1.180 0.860 1-7/8 --- + 4" 1.220 1.000 --- 7/8 + 5" 1.310 1.000 --- 7/8 + 6" 1.400 1_.250 --- 1-1/4 +Bar Head . Steel Only Aft FIGURE 01 & 02 M 27 CAST IRON STRAIGHT 9 0 � ELLS CAST IRON REDUCING 900 ELLS E . -T6--30---1.340 1.630 1.950 1.950 2.390 2.390 Outside Dia. of Band B2(min) 1.340 1.340 1.630 1.340 1.950 1.630 Length of Thread D1(min) 0.430 0.500 0.500 0.580 0.580 0.670 0.670 Length of Thread D2(min) 0.360 0.430 0.360 0.500 0.430 0.580 0.500 Take Out Take Out 0.745 0.620 0.700 0.658 0.825 0.658 0.808 0.762 0.760 0.672 0.893 0.982 0.888 10.933 FIGURE 21 FIGURE 5>y 31 CAST IRON 45' ELLS NPS Center to End A Outside Dia. of Band B min Length of Thread C min Take Out 1/2" 0.880 1.340 0.430 0.380 3/4" 0.980 1.630 0.500 0.418 1 ° 1.1201 • 1.950 0.580 0.433 11/4" 1.290 2.390 0.670 0.603 11/2" 1.430 2.680 0.700 0.743 2" 1.680 3.280 0.750 0.930 21 /2" 1.950 3.860 0.920 1.013- 3 n 2.170 4.620 0.980 1.170 31/2" 2.39Q.5.200 1.030 1.328 4" 2.610 5.790 1.080 1.485 CAST IRON STRAIGHT TEES C 1 r'- I I CID C NPS Center to End A Outside Dia. of Band B min Thread Length D min - Take Out Dim. 3/8" 0.950 1.120 0.360 0.575 1/2" 1.120 1.340 0.430 0.620 3/4" 1.310 1.630 0.500 0.748 1" 1.500 1.950 0.580 0.813 11/4" 1.750 2.390 0.670 1.063 11/2" 1.940 2.680 0.700 1.253 2" 2.250 3.280 0.750 1.500 2 1/2" 1 2.700 1 3.860 1 0.920 1 1.763 3" 3.080 0.980 2.080 31/2" 3.420 M5.790. 1.030 2.358 4" 3.790 : 1.080 " 2.665 A D FIGURE 24 f„ R CAST IRON REDUCING TEES I --B2- 1 I F --A B3 FIGURE 2` NPS venter center Center Outside To End. To End Outside Outside I Thread Thread Thread Take Take Take H denotes HeelEII To End Dia. Dia. Dia. Length Length Length Out Out Out of Band of Band of Band 1/2 x 1/2 x Al 1.120 A 2 A 3 B1 min B 2 min B 3 min D1 min D2(min)D3 min 1/2 x 3/8 x 1/2 1 1.120 1.120 1.120 1.120 1.120 1.340 1.340 1.340 0.430 0.430 0.360 0.620 0.620 0.745 1 /2 x 3/8 x 3/8: 1.120. ; 1.120 1.120. 1.340 1.340 1.340 1.340... 1.340 0.430 0.360 0.430 0.620 0.745 0.620 3/8 x 3/8 x 1/2 1.120 ` 1.120 1.120 1.340• 1.340 1.340. • 0.430 ., 0.360: 0.360 0.620 0.745: 0.745 3/4 x 3/4 x 1/2 1.200 1.200 1.220 1.6 301.630 1.340 1.34 0 0.360 0.360 0.430 0.745 0.745 0.620 3/4 x 3 /4 x 3/8 1.200 1.200 1.220 1.630 1.630 1.340 0.500 0.500 0.430 0.638 0.638 0.720 3/4 x 1/2 x 3/4 1.310 1.310 1.310 1.630 1.630 1.630 0.500 0.500 0.500 0.430 0.360 0.638 0.638 0.845 3/4 x 1/2 x 1/2 1.200 1.120 1.220 1.630 1.340 1.340 0.500 0.500 0.748 0.810 0.748 0.430 0.430 1/2 x 1/2 X 3/4 1.310 1.310 1.310 1.630 1.630 1.630 0.430 0.638 0.620 0.720 0.430 0.500 1 x 1 x 3/4 1.370 1.370 1.450 1.950 1.950 1.630 0.580 0.810 0.810 0.748 0.580 0.500 1 x 1 x 1/2 1.260 1.260 1.360 1.950 1.950 1.340 0.580 0.683 0.763 0.888 0.580 0.430 0.573 1 x i x3/8 1 x3/8x 1 1.260 1.500 1.260 1.360 1.950 1.950 1.340 0.580 0.673 0.860 0.985 0.580 0.360 0.573 0.673 1 x 3/4 x 1 1.500 1.360 1.450 1.500 1.500 1.950 1.340 1.950 0.580 0.360 0.580 0.813 0.985 0.813 1 x 3/4 x 3/4 1.370 1.310 1.450 1.950 1.950 1.630 1.950 0.580 0.500 0.580 0.813 0.888 0.813 1 x 3/4 x 1/2 1.260 1.260 1.360 1.950 1.630 1.950 1.630 0.580 0.500 . 0.500 0.683 0.748 0.888 1 x 1 /2 x 1 1.500 1.360 1.500 1.950 1.340 1.340 0.580 0.500 0.430 0.573 0.698 0.860 1 x 1/2 x 3/4 1.370 1.310 1.450 1.950 1.630 1.950 1.630 0.580 0.430 0.580 0.813 0.860 0.813 1 x 1/2 x 1/2 1.260 1.120 1.360 1.950 1.340 1.340 0.580 0.580 0.430 0.500 0.683 0.810 0.888 1 x 1/4 x 1 1.500 1.200 1.500 1.950 0.930 1.950 0.580 0.430 0.320 0.430 0.573 0.620 0.860 3/4 x 3/4 x 1 1.500 1.450 1.500 1.950 1.630 1.950 0.500 0.500 0.580 0.813 0.825 0.813 3/4 x 1/2 x 1 1.500 1.360 1.500 1.950 1.340 1.950 0.500 0.500 0.580 0.938 0.888 0.813 . 1 1/4 x 1 1/4 x 1 1.580 1.580 1.670 2.390 2.390 1.950 0.670 0.670 0.580 0.938 0.860 0.813 1 1/4 x 1 1/4x3/4 .1.450 1.450 1.620 2.390 2.390 1.630 0.670 0.670 0.580 0.893 0.893 0.983 1 1/4 x 1 1/4 x 1/2 1.340 .. 1.340 .. ...1.530. .. 2.390.. 2.390 0.500 0.763 0.763 1.058 1 1/4 x 1 x 1 1/4 .1.750 .,, '1:670 ..:1.750.. .._,1.340 0.670 0.670 0.430 0.653 0.653 1.030 1 1/4x 1 x 1 1.580 1.500 1.670 .2.390.. ...,1.950. 2.390 2:390 0.670 0.580. 0.670 1.063 0.983 1.063 1 1/4 x 1 x 3/4 1.450 1.370 1.620 2.390 1.950 1.950 0.670 0.580 0.580 0.893 0.813 0.983 1 1/4 x 1 x 1/2 1.340 1.260 1.530 2.390 1.950 1.630 0.670 0.580 0.500 0.763 0.683 1.058 1 1/4 x 3/4 x 1 1/4 1.750 1.620. 1.750 2.390 1.950 1.340 0.670 0.580 0.430 0.653 0.573 1.030 x 1 1.580 1.450 1.670 2.390 1.630 2.390 0.670 .0:500 0.670.. 1.063 1.058, 1.063 x 1.450 1.310 1.620 2.390 1.630 1.950 0.670 0.500 0.580 0.893 0.888 0.983 1 x 1/2 E1/4 1.450 1.310 1.620 2.390 1.630 1.630 0.670 0.500 0.500 0.763 0.748 1.058 x 1 1/4 1.750 1.530 1.750 2.390 1.630 1.630 0.670 0.500 0.430 0.763 0.748 1.120 ' ' 1 - 1.750 1:530 1.750 2.390 1.340 1.340 2.390_. 0.670 0.430 0.670 1.063 1.030 1.063 1/4 x 1/2 x 3/8 1.580 1.450 1.450 2.390 1.340 2.390 0.670 0.430 0.580 1.063 1.030 ,1.063 1 1/4 x 1/2 x 1/2 1.340 1.120 1.530 2.390 1.340 1.120 0.670 0.430 0.360 0.893 0.950 1.075 1 1/4 x 1/2x3/4 1.450 1.310 1.620 2.390 1.340 0.670 0.430 0.430 0.653 0.620 1.030 1 1/4 x 1/4 x 1 1/4 H 1.750 1.530 1.750 2.390 1.630 1.630 0.670 0.430 0.500 0.763 0.810 1.058 1 1/4 x 1/8 x 1 1/4 H 1.750 1.530 1.750 2.390 0.930 2.390 0.670 0.320 0.670 1.063 1.155 1.063 1 x 1 x 1 1/4 1.750 1.620 1.750 2.390 0.810 2.390 0.670 0.320 0.670 1.063 -0.9-837 1.280 1.063 1 x 3/4 x 1 1/4 1.750 1.620 1.750 2.390 1.630 2.390 0.580 0.580 0.670 1.063 1.063 i x 1/2 x 1 1 /4 1.750 1.530 1.750 2.390 1.630 2.390 0.580 0.500 0.670 1.063 1.058 1.063 1 1/2 x 1 1/2 x 1 1.820 1.820 1.880 2.680 1.340 Z. 0.580 0.430 0.670 1.063 1.030 1.063 1 1/2 x 1 1/2 x 1 1.650 1.650 1.800 2.680 2.680 2.390 F 0.700 0.700 0.670 1.133 1.133 1.193 i-172 x 1 1/2 x 3/4 1.520 1.520 1.750 2.680 2.680 1.950 0.700 0.700 0.580 0.963 0.963 1.113 1 1/2 x 1 1/2 x 1/2 1.410 1.410 1.660 2.680 2.680 1.630 0.700 0.700 0.500 0.833 0.833 1.168 1 1/2 x 1 1/2x3/8 1.410 1.410 1.660 2.680 2.680 2.680 1.340 0.700 0.700 0.430 0.723 0.723 1.160 1 1/2 x 1 1/4 x 1 1.940 1.880 1.940 2.680 2.390 1.340 0.700 0.700 0.360 0.723 0.723 1.285 1 1/2 x 1 1/4 X 1 1.820 1.750 1.880 2.680 2.390 2.680 0.700 0.670 0.670 1.253 1.193 1.253 2.390 0.700 1 0.670 1 0.670 1.133 1.063 1.193 33 34 CAST IRON REDUCING TEES B2--- I t -A -63 I FIGURE 25 NPS H denotes Heel Ell Center To End Al Center To End A2 Center To End A3 Outside Dia. of Band B.1 min Outside Dia. of Band 132(min) Outside Dia. of Band B 3 min Thread Length D 1 min Thread Length D 2 min Thread Length D min Take Out Take Out Take Out 1 1/2 x 1 1/4 x 1 1.650 1.580 1.800 2.680 2.390 1.950 0.700 0.670 0.580 0.963 0.893 1.113 1 1/2 x 1 1/4 x 3/4 1.520 1.450. 1.750. 2.680 2.390 .1.630 0.700 0.670 0.500 0.833 0.763 1.188 1 1/2 x 1 114 x 1 /2 1.410: c' 1.340..: 1.660 2.680 , .2.390 -1.340 0.700 0.670 0.430 0.723 0.653 1.160 1 1/2 x 1 x 1 1/2 1.940 1.880 1.940 2.680 1.950 2.680 0.700 .0.580 0.700 1.253 1.113 1.253 1 1/2 x 1 x 1 1/4 1.940 1.800 1.940 2.680 1.950 2.680 0.700 0.580 0.670 1.253 1.113 1.253 1 1/2x 1 x 1 1.650 1.500 1.800 2.680 1.950 1.950 0.700 0.580 0.580 0.963 0.813 1.113 1 1/2 x 1 x 3/4 1.650 1.500 1.800 2.680 1.950 1.950 0.700 0.580 0.500 0.963 0.813 1.238 1 1/2 x 1 x 1/2 1.410 1.340 1.660 2.680 2.390 1.340 0.700 0.580 0.430 0.723 0.653 1.160 1 1 /2 x 3/4 x 1 1 /2 1.940 1.750 1.940 2.680 1.630 2.680 0.700 0.500 0.700 1.253 1.188 1.253 1 1/2 x 3/4 x 1 1/4 1.940 1.750 1.940 2.680 1.630 2.680 0.700 0.500 0.670 1.253 1.188 1.253 1 1 /2 x 3/4 x 1 1.650 1.500 1.800 2.680 1.950 1.950 0.700 0.500 0.580 0.963 0.938 1.113 1 1/2 x 3/4 x 3/4 1.650 1.500 1.600 2.680 1.630 1.630 0.700 0.500 0.500 0.963 0.938 1.238 1 1/2 x 3/4 x 1/2 1 1.525 1.375 1.800 1 2.680 1.630 1.630 0.700 0.500 0.430 0.838 0.813 1.300 1 1/2 x 1/2 x 1 1/2 1 1.940 17-.375 1.660 1.940 2.680 1.340 2.680 0.700 0.430 0.700 1.253 1.160 1.253 1 1/2 x 1/2 x 1 1/4 1.940 1.660 1.94Q 2.680 1.340 2.680 0.700 0.430 0.670 1.253 1.160 1.253 1 1/2 x 1/2 x 3/4 1.525 1.800 2.680 1.630 1.630 0.700 0.430 0.500 0.838 0.875 1.238 1 1/2 x 1/2 x 1/2 1.525 1.375 1.800 2.680'•• 1.630 1.630 0.700 0.430 0.430 0.838 0.875 1.300 1 1/4 x 1 1/4 x 1 1/2 1.940 1.880 1.940 2.680 2.390 2.680 0.670 0.670 0.700 1.253 1.193 1.253 1 1/4 x 171 1/2 1.940 1.800 1.940 2.680 1.950 2.680 0.670 0.580 0.700 1.253 1.113 1.253 1 1/4 x 3/4 x 1 1/2 1.940 1.750 1.940 2.680 1.630 2.680 0.670 0.500 0.700 1.253 1.188 1.253 1 1/4 x 1/2 x 1 1 /2 1.940 1.660 1.940 2.680 1.340 2.680 0.670 0.430 0.700 1 1.253 0.9731 1.253 2 x 2 x 1 1/2 2.020 2.020 2.160 3.280 3.280 2.680 0.750 0.750 0.700 1.270 1.2701 1.473 2 x 2 x 1 1/4 1.900 1.900 2.100 3.280 3.280 2.390 0.750 0.750 0.670 1.150 1.1501 1.413 2 x 2 x 1 1.730 1.730 2.020 3.280 3.280 1.950 0.750 0.750 0.580 0.980 0.980 1 1.333 2 x 2 x 3/4 1.600.:. 1.600 -.1.970 .:.3.280_; <:: •3.280. :..1.630 0.750 0.750 0.500 0.850 0.850 1.408 2. x 2 x' 112 1.490'. I A90 ' 1.880 3.280." 3.286 1.340 0.750 0.750 0.430 0.740 0.740 1.380 2 x 1 1/2 x 2 2.250 2.160 2.250 3.280 2.680 3.280 .0.750 0.700 0.750 1.500 1.473 1.500 .2x 1 1/2 x 1 1/2 2.020 1.940 2.160 3.280 2.680 2.680 0.750 0.700 0.700 1.270 1.253 1 A73 2 x 1 1/2 x 1 1/4 2.020 1.940 80 2.680 2.680 0.750 0.700 0.670 1.270 1.253 1.473 2 x 1 '1/2 x 1 1.730 1.650 80 2.680 1.950 0:750 0.700 0.670 0.980 0.963 1.333 2 x 1 1/2 x 3/4 1.600 1.520 M25-0- 80 2.680 1.630 0.750 0.700 0.500 0.850 0.833 1.408 2 x 1 1/2 x 1/2 1.490 1.410 80 2.680 1.340 0.750 0.700 0.430 0.740 0.723 1.380 2 x 1 1/4 x 2 2.250 2.100 80 2.390 3.280 0.750 0.670 0.750 1.500 1.413 1.500 :2,x 1 1/4 x<11/2' 2.020 1.940 80 2.680 2.680 0.750 0.670 0.700 1.270 1.253 1.473 2 x 1 1/4 71 1.900 1 1.750 2.100L3.2 2.390 2.390 0.750 0.670 0.670 .1.150 1.063 1.413 2 x 1 1/4 x 1 1.900 1.750 2.100 2.390 2.390 0.750 0.670 0.580 1.150 1.063. 1.413- 2 x 1 1/4 x 1/2 1.490 1.410 1.880 2.680 1.340 0.750 0.670 0.430 0.740 0.723 1.380 2 x 1 x 2 2.250 2.020 2.250 1.950 3.280 0.750 0.580 0.750 1.500 1.333 1.500 2 x 1 x 1 1/2 2.250 2.020 ` 2.250 1.950 3.280 0.750 0.580 0.700 1 1.500 1.333 1.563 2x 1 x 11/4 1.900 1.750 2.100 3.280 2.390 2.390 0.750 0.580 0.670 1.150 1.063 1.413 2 x 1 x 1 •1.730 1.940 2.020 3.280 1.950 1.950 0.750 0.580 0.580 0:980 1.253 1.333 2 x 1 x 3/4 2 x 3/4 2 1.730 1 1.940 2.020 3.280 1.950 1.950 0.750 0.580 0.500 0.980 1.253 1.458 x 2 x 3/4 x 1 1/2 H 2.250 1.970 2.250 3.280 1.630 3.280 0.750 0.500 0.750 1.500 1.408 1.500 2 x 3/4 x 1 1/4 2.250 1.970 2.250 3.280 1.630 3.280 0.750 0.500 0.700 1.500 1.408 1.563 2 x,3/4 1 2.250 1.970 2.250 3.280 1.630 3.280 0.750 0.500 0.670 1.500 1.408 1.563 x 2 x 3/4 x 3/4 1.730 1.940 2.020 3.280 1.950 1.950 0.750 0.500 0.580 0.980 1.378 1.333 2 x 3/4 x 1/2 1.600 1.600 1.970 3.280 1.630 1.630 0.750 0.500 0.500 0.850 1.038 1.408 2 x 1/2 x 2 1.600 1.600 1.970 2.250 3.280 1.630 1.630 0.750 0.500 0.500 0.850 1.038 1.470 2 x 1/2 x 1 1/2 1.880 2.250 2.020 1.660 3.280 i.340 3.280 0.750 0.430 0.750 1.500 1.380 1.500 2.160 3.280 1.340 2.680 0.750 0.430 0.700 1.270 1.160 1.473 r LA CAST IRON REDUCING TEL FIGURE 25 B3 35 CAST IRON REDUCING TEES r- B2 --I !-A B3 FIGURE 25 ' NPS H denotes Heel Ell Center To End Al Center To End A 2 Center To End A 3 Outside Dia. of Band 61 min Outside Dia. of Band B 2 min Outside Dia. of Band B 3 min Thread Length D1 min Thread Length D 2 min Thread Length D 3(min) Take Out Take Out Take Out - 3 x 3 x 1 ' 2.000 ^J`2.000- 2.660. 4.620. • < 4.620:. ' . 1.950 0.980 0.980 0.580 1.000 1.000 1.973 3x2 1/2 x 3 1 3.080 2.990. 3.080 4.620 3.860 4.620 0.980 0.920 0.980 1 2.080 2.053 1 2.080 3 x 2 1/2 x 2 1/2 1 2.830 2.700 2.990 4.620 3.860 3.860 0.980 0.920 0.920 1.830 1.763 2.053 3 x 2 1/2 x 2 1 2.830 2.700 2.990 4.620 3.860 3.860. 0.980 0.920 0.750 1.830 1.763 2.240 3 x 21/2 x 1 1/4 1 2.170 2.170 2.740 4.620 4.620 2.390 0.980 0.920 0.670 1.170 1.233 2.053 3 x 2 x 3 3.080 2.890 3.080 4.620 3.280 4.620 0.980 0.750 0.980 2.080 2.140 2.080 3 x 2 x 21/2 3.080 2.890 3.080 4.620 3.280 4.620 0..980 0.750 0.920 2.080 2.140 2.143 3 x 2 x 2 2.520 2.250 2.890 4.620 3.280 3.280 0.980 0.750 0.750 1.520 1.506 2.140 3 x 2 x 1 1/2 2.520 2.250 2.890 4.620 3.280 3.280 0.980 0.750 0.700 1.520 1.500 2.203 3 x 1 1/2x3 3.080 2.890 3.080 4.620 3.280 4.620 0.980 0.700 0.980 2.080 2.203 2.080 3 x 1 1/2x2 2.520 2.250 2.890 4.620 3.280 3.280 0.980 0.700 0.750 1.520 1.563 2.140 3 x 1 1/2 x 1 1/2 2.520 2.250 2.890 4.620 3.280 3.280 0.980 0.700 0.700 1.520 1.563 2.203 3 x 1 1/4 x3 H 3.080 2.740 3.080 4.620 2.390 4.620 0.980 0.670 0.980 2.080 2.053 2.080 3 x 1 1/4 x2 H 2.520 2.700 2.890 4.620 2.390 3.280 0.980 0.670 0.750 1.520 2.013 2.140 3x 1 x3 H 3.080 2.740 3.080 4.620 • 1.950 4.620 0.980 0.580 0.980 2.080 2.053 2.080 3 x 1 x 2 H 2.520 2.630 2.890 4.620 1.950 3.280 0.980 0.580 0.750 1.520 1.943 2.140 3 x 3/4 x 3 H 1 3.080 2.610 3.080 4.620 1.630 4.620 0.980 0.500 0.980 2.080 2.048 2.080 1 1/2 x 1 1/2 x 1 2.830 2.830 2.275 2.680 2.680 4.620 0.700 0.700 0.980 2.143 2.143 1.275 2 x 2 x 3 1 3.080 2.890 3.080 4.620 3.280 4.620 0.750 0.750 0.980 2.330 2.140 2.080 71/2 x 2 1/2 x 3 3.080 2.990 3.080 4.620 3.860 4.620 0.920 0.920 0.980 2:143 2.053 2.080 2 1/2 x 2 x 3 3.080 2.890 3.080 4.620 3.280 4.620 0.920 0.750 0.980 2.143 2.140 2.080 3 1/2 x 3 1/2 x 4 3.790 1 3.790 3.790 5.790 5.790 5.790 1.030 1.030 1.080 2.728 2.728 2.665 3 1/2 x 31/2 x 3 3.420 :3.420 3.420 5.200 5.200 5.200' 1.030 1.030 0.980 2.358 2.358 2.420 3 1/2 x 3 1/2 x.2 _ .. 2.930 `;2.930' 3.2401. 5.200:....' 5.200'`...':.3.860 1.030 1.030 0.920 1.868 1.868 1 2.303 71/2 x 3 1/2 x 2 2.620 2.620 3.140 5.200 5.200 3.280 1.030 1.030 0.750 1.558 1.558 2.390 3 1/2 x 31/2 x 1 2.390 2.390 3.050 5.200 5.200. 2.680 1.030 1.030 0.700 1.703 1.328 2.363 3 1/2 x 3 1/2 x 1 2.270 2.270 2.990 5.200 5.200 2.390 1.030 1.030 0.670 1.208 1.208 2.303 3.1/2 x 31/2 x 1 2.100 2.100 2.910 5.200 1 5.200 1.950 1.030 1.030 0.580 1.038 1.038 2.223 3 1/2 x 3 x 31/2 3.420 3.420 3.420 5.200 5.200 5.200 1.030 0.980 1.030 2.358 2.420 2.358 3 1/2 x 3 x 3 3.420 3.420 3.420 5.200 5.200 5.200 1.030 0.980 0.980 2.358 2.420 2.420 31/2 x 3 x 2 1/2 2.930 2.830 3.240 5.200 4.620 3.860 1.030 0.980 0.920 1.868 1.830 2.303 31/2 x 3,x 2.. 2.620 2.520 3.140 5.200 4.620 3.280 1.030 0.980 0.750 1.558 1.520 2.390 3 1/2 x 3 x 1 1/2-..2.390 2.290 3.050 5.200 4.620 3.860 1.030 0.980 0.750.1.328 1.290 3 1/2 x 3 x 1 1/4 2.390 2.290 3.050 5.200 4.620 2.390 1.030 0.980 0.670• 1.328 1.290 .2.363 2.363 3 1/2 x 1 1/4x3 H 3.420 2.990 3.420 5.200 1 2.390 5.200 1.030 0.670 1.030 2.358 2.303 2.733 31 /2 x 1 x 3 1 /2 H 3.420 2.910 3.420 5.200 1.950 5.200 1.030 0.580 1.030 2.358 1 2.223 2.358 3 x 3 x 31/2 3.420 3.420 3.420 5.200 5.200 5.200 0.980 0.980 1.030 2.420 2.420 2.358 4 x 4 x 3 1/2 1 3.790 3.790 3.790 5.790 5.790 5.790 1.080 1.080 1.030 2.665 2.665 2.728 4 x 4 x 3 3.300 3.300 3.600 5.790 5.790 5.200 1.080 1.080 0.980 2.175 2.175 2.600 4 x 4 x 2 1/2 3.050 3.050 3.510 5.790 5.790 3.860 1.080 1.080 0.920 1.925 1.925 2.760 4 x 4 x 2 .2.740 2.740 3.410 5.790 5.790 3.280 1.080 1.080 0.750 1.615 1.615 2.660 4 x 4 x 1 1/2 2.740 2.740 3.410 5.790 5.790 3.280 1.080 1.080 0.700 1.615 1.615 2.723 4 x 3 1/2 x 4 3.790 3.790 3.790 5.790 5.790 5.790 1.080 1.030 1.080 2.665 2.728 2.665 4 x 3 x 4 3.790 3.600 3.790 5.790 4.620 5.790 1.080 0.980 1.080 2.665 2.600 2.665 4 x-2 1/2 x 4 3.790 3.510 3.790 5.790 3.860 5.790 1.080 0.920 1.080 2.665 2.573 2.665 4 x 2 x 4 -4'-x -X4 3.760 3.410 3.790 5.790 3.280 5.790 1.080 0.750 1.080 2.660 2.665 1 1/2 3.790 3.410 3.790 5.790 3.280 5.790 1.080 0.700 1.080 .2.665 2.665 2.723 2.665 4 x 1 1/4 x 4 H 3.790 3.260 3.790 5.790 2.390 5.790 1.080 0.670 1.080 . 2.665 2.573 2.665 4 x 1 X4 H 3.790 3.180 3.790 5.790 1.950 5.790 1.080 0.580 . 1.080 2.665 2.493 2.665 4 x 3 1/2 x 3 1/2 3.790 3.790 3.790 5.790 5.790 5.790 1.080 1.030 1.030 2.665 2.728 2.728 4 D F.1 I I I I f� 'CAST IRON REDUCING TEES F I G U R E 25 NPS H denotes Heel Ell Center To End Al Center To End A 2 Center To End A 3 Outside Dia. of Band 81(min) Outside Dia. of Band B 2(min) Outside Dia. of Band B 3(min) Thread Length Di (min) Thread Length D2(min) Thread Length 133(min) Take . Out Take Out Take Out 4x3 1/2x3 3.300 3.300 3.600 5.790 5.200 4.620 1.080 1.030 0.980 2.175 2.238 2.600 4 x 3 1/2 x,2 1/2 3.050. 3:0 0 .- .; 3.510 , .:5.790 ......5.790 1 1/2 x 1 1/4" 3.860.. 1.080 1.030 0.920 1.925 1.988 2.573 4 x 3 1/2 x 2 2.740 1 2.620 3.410. 5.790 5.200 3.280. 1.080 1.030 0.750 1.615 1.558 2.660 4 x 3 1/2 x 1 1/2 2.510 2.390 3.320 5.790 5.200 2.680 1.080 1.030 0.700 1.385 1.328 2.663 4.x 3 x 3 1/2 3.790 3.690 3.790 5.790 3.860 5.790 1.080 0.980 1.030 2.665 2.690 2.728 4 x 3 x 3 3.540 1.420 3.690 5.790 4.620 4.620 1.080 0.980 0.980 2.415 2.420 2.690 4 x 3 x 2 1/2 3.300 3.080 3.600 5.790 4.620 3.860 1.080 0.980 0.920 2.175 2.080 2.663 4 x 3 x 2 2.740 2.620 3.410 5.790 5.200 3.280 1.080 0.980 0.750 1.615 1.620 2.660 4 x 3 x 1 1/2 2.510 2.390 3.320 5.790 5.200 2.680 1.080 0.980 0.700 1.385 1.390 2.633 4 x 2 1/2 x 3 3.300 3.080 3.600 5.790 3.860 3.860 1.080 0.920 0.980 2.175 2.143 2.600 4 x 2 1/2 x 2 1/2 3.050 2.700 3.510 5.790 3.280 3.280 1.080 0.920 0.920 1.925 1.763 2.573 4 x 2 1/2 x 2 3.050 2.700 3.510 5.790 3.860 3.860 1.080 0.920 0.750 1.925 1.763 2.760 4 x 2 x 2 2.740 2.250 3.410 5.790 3.280 3.280 1.080 0.750 0.750 1.615 1.500 2.660 4 x 2 x 1 1/2 2.740 2.250 3.410 5.790 3.280 3.280 1.080 0.750 0.700 1.615 1.500 2.723 4 x 1 1/2x2 2.740 2.250 3.410 5.790 3.280 3.280 1.080 0.700 0.750 1.615 1.563 2.660 4 x 1 1/2 x 1 1/2 2.740 2.250 3.410 5.790 1.950 5.790 1.080 0.700 0.700 1.615 1.563 2.723 CAST IRON REDUCING COUPLINGS NPS '*Hex Head Outside Dia. of Band Al (min) Outside Dia. of Band A2 (min) Take Out Take Out Length of Fitting D 1 x 3/4"" 1.990 1.625 0.270 0.350 1.700 1 x 1/2" 1.990 1.313 0.270 0.420 1.700 1 1/4 x 1 " 2.390 1.950 0.395 0.485 2.130 1 1/4 x 3/4" 2.390 1.950 0.395 0.565 2.130 1 1/2 x 1 1/4" 2.680 2.390 0.425 0.455 2.250 1 1/2 x 1" 2.680 2.390 0.425 0.545 2.250 2 x 1 1/2" 3.280 2.680 0.410 0.460 2.320 2 x 1 1/4" 3.280 2.390 0.445 0.525 2.390 2 x 1" 3.280 1.950 0.410 0.580 2.320 2 x 3/4" 3.280 1.630 0.410 0.660 2.320 2 x 1/2" 3.280 1.630 0.410 0.730 2.320 2 1/2 x 2" 3.860 3.280 0.395 0.565 2.630 2 1/2 x 1 1/2" 3.860 3.280 0.395 0.615 2.630 3 x 2" 4.620 3.280 0.460 0.690 2.880 3 x 1 1/2" 4.620 3.280 0.460 0.740 2.880 FIGURE 29 37 CAST IRON PIPE CAPS NPS Outside Diameter A min Overall Height B Thread Length C min 21/2" 3.860 1.810 0.920 3" 4.620 1.910 0.980 31/2" 5. 2.030 1.030 4" 5.790 .2.220 1.080 5" 7.050 2.380 1.180 6" 8.280 2.630 1.280 CAST IRON CROSS ^J F' I [" I I M G -a. r% B _ll � t C �J A� NPS F Center to End A Outside Dia. Band B min Length of Thread D min Metal Thickness E Take Out Dimension 1/2" 1.250 1.340: 0.430 0.160 0.820 3/4" 1.440 1.630.. 0'.500 0.180 0.040 1. 1.630 1 1.950 _ 0.580 0.200 '-1.060'- 1.0501 1 1 /4" 1.940 2.390 0.670 0.220 1.270 1 1/2' 2.130 2.680 0.700 0.240 1.430 2" 2.500 3.280 1.750 0.260 1.750 FIGURE 30A 38 EXTRA HEAVY FLANGES WORKING PRESSURE 400 PSI FIC�,Iimr= --,- -np 14 1 8.188 1J.250 1 0.750 7 ` A I Manufactured to WARD Specifications CAST IRON COMPANION FLANGES CAST IRON BLIND FLANGES NPS EFIange Thickness of Flange B min Wall Thickness C Diameter of Port D Bolt Holes 0.440 0.380 1.000 41 1/4 .5000 0.440 1.250 4 1 1/2 5.000 0.560 0.500 1.500 4 2 6.000 0.620 0.560 2.000 4 21/2 7.000 0.690 0.630 2.500 -4 3 7.500 0.750 0.690 3.000 4 3 1 /2 8.500 0.810 0.750 3.500 8 4 9.000 0.940 0.880 4.000 8 5 10.000 0.940 0.880 5.000 8 6 11.000 1.000 0.940 6.000 8 8 13.500 1.120 1.060 8.000 8, 10 16.000 1:190 1.120 10.000 12 FIGURE 20 0 0 o� C ' D B 7 A FIGURE 19 O O O O C 1AL e I L -1 t CAST IRON REDUCING COMPANION FLANGES Size Dia. of Flange A Thickness of Flange B min Diameter of Hub C min Length of Hub & Thd D min Bolt Holes 1 1/2 x 3/4" 5.000 0.560 1.940 0.690 4 1 1/2 x 1" 5.000 0.560 1.940 0.690 4 2 x 1 " 6.000 0.620 1.940 0.690 4 2 x 1 1/4" 6.000 0.620 2.310 0.810 4 2 x 1 1/2" 4000 0.620 2.560 0.880 4 2 1/2 x 1 1/2" 7.000 0.690 2.560 0.880 4 2 1/2 x 2" 7.000. 0.690 3.060 1.000 4 3x 1" 7.500 0.750 1.940 0.690 4 3 x 1 1/4" 7.500 0.750 2.310 0.810 4 3 x 1 1/2" 7.500 0.750 2.560 0.880 4 3 x 2" 7.500 0.750 3.060 1.000 4 3 x 2 1/2" 7'.500 0.750 3.560 1.120 4 3 1/2 x 3" 8.500 0.810 4.250 1.190 8 4 x 1 1/2* 9.000 0.940 2.560 0.880 8 4 x 2" 9.000 01940 3.060 1.000 8 • . 4 x 2 1/2" 9.000 0.$40 :. 3.560 1.126 8, 4 x 3" 9.000 0.940 4.250 1.190 8 4 x 3 1/2" 9.000 0.940 4.810 1.250 8 5x2* 10.000 0.940 3.060 1.000 8 5 x 2 1/2" 10.000 0.940 3.560 1.120 8 5 x 3" 10.000 0.940 4.250 1.190 8 5 x 4" 10.000 0.940 .5.310 1.310 8 6 x 1 1/2 " 11.000 1.000 2:560 0.880 8 6 x 2" 11.000 1.000 3.060 1.000 8 6 x 2 1/2" 11.000 1.000 3.560 1.120 8 6 x 3" 11.000 1.000 4.250 1.1908 6 x 4" 11.000 1.000 5.310 1.310 8 6 x 5" 11.000 1.000 6.440 •1_.440 8 8 x 2" 13.500 1.120 3.060 1.000 8 8 x 3" 13.500 1.120 4.250 1.190 8 8 x 4" 13.500 1.120 5.310 1.310 8 8 x 5" 13.500 1.120 6.440 1.440 8 8 x 6" 13.500 1.120 7.560 1.560 8 FIGURE 71 rC-1 g D i :i Center to face A Outside Diameter R Bolt Circle Flange Thickness T(min) CAST IRON FLAN'G�ED..900 6.000 ELLS 0.620 4 21/2" 5.000 7.000 T NPS Center to face A Outside Diameter R Bolt Circle Flange Thickness T(min) Number of Bolts 2" 4.500 6.000 143/4' 0.620 4 21/2" 5.000 7.000 _5_V_2" 0.690 4 3" 5.500 7.500 6" 0.750 4 4" 6.500 9.000 7 1/2" 0.940 8 5" 7.500 10.000 81/2" 0.940 8 6" 8.000 11.000 9 1/2" 1.000 8 8" 9.000 13.500 113/4" 1.120 8 10" 1 11.000 16.000 1141/4" 1 1.190 1 12 12" 1 12.000 1 19.000 1 17" 1.250 1 12 3 43 CAST IRON FLANGED REDUCING 90- ELLS B1 G2 -•i t4- R1 G1 �! a I AI B2 A2 --A - --- �.�,," �•icu U.tS1U 0.620 y CAST IRON LONG RADIUS FLANGED 900 ELLS 1 1–T G _lA L—A s No. of Center Flange Bolt Flange Wall NPS to FAace Diameter Circle Thickness Thickness Bolts R T G 2" 6.500 6.000 4 3/4" 0.620 0.310 4 21/2" 7.000 7.000 51/2"0.690 0.310 4 3" 7.750 7.500 6" 0.750 0.380 4 4" 9.000 9.000 T-1/2' 0.940 0.500 8 6" 11.500 11.000 9 1/2" 1.000 0.560 8 8" 14.000 13.500 113/4" 1.120 0.620 8 10" 16.500 16.000 141/4" 1.190 0.750 12 12" 19.000 19 nnn L 44 'CAST IRON LONG RADIUS FLANGED REDUCING 90' ELLS IA R2 - NPS Center lo .1st Flange 2nd Flange Wall Wall Flange Flange Hole Bolt Face Diameter Diameter Thickness Thickness Thickness Thickness Diameter 4 x 3" A 9.000 R1 9.000 R2 7.500 Gi min 0.500 G2 min 0.380 61 min B2 min 6 x 4" 11:500 11.000 ` 9.000' `0.560` 0.500 0.940 1.000 0.750 0.940 0.560 8 x 6" 14.000 13.500 11:000 0.620 0.560 1.120 1.0007-1 1.120 CAST IRON FLANGED 450 ELLS 3 Q -d CAST IRON FLANGED 11 1/4" DEGREE ELBOW 45 Center to Flange Bolt Flange Wall No. of Bolt Hole Bolt NPS Face Diameter Circle Thickness Thickness Bolts Diameter Diameter Length A B T min 6" 5.000 11.000 91/2° 1.000 0.560 8 3/4' 7/8" 31/4" i 5.500 13.500 113/4" 1.120 0.620 8 3/4" 7/8" 31/2" 10° 6.500 16.000 141 /4" 1.190 0.750 12 7/8" 1 " 3 3/4" 12" 7.500 19.000 17' 1.250 0.810 12 7/8" 1 " 3 3/4" 45 =CAST IRON FLANGED CONCENTRIC REDUCERS o O o 0 NPS "IU tv End Overall mange Diameter Hange Diameter 1st Fig. Thickness 2nd Fig. Thickness 1st Wall Thickness 2nd Wall Thickness 2 1/2 x 2" A 5.500 D1 7.000 D2 6.000 Ti min T2(min),G1 min G2 min 3 x 21/2" 6.000 7.500 7.000 0.690 0.750 0.620 0.690 0.310 0.380 0.310 0.310 3 x 2" 6.000 7.500 6.000 0.750 0.620 0.380 0.310 4 x 3" _ 7.000 9.000 7.500 0.940 0.750 0.500 0.380 4 x 2 1/2" 7.000 9A00 7.000 0.940 0.690 0.500 0.310 4 x 2" 7.000 9.000 6.000 0.940 " 0.620 0.500 0.310 5 x 4" 8.000 10.000 9.000 0.940 0.940 0.500 0.500 6x5" 9.000 11.000 10.000 1.000 0.940 0.560 0.500 6 x 4° 9.000 11.000 9.000 1.000 0.940 0.560 0.500 6x3" 9.000 11.000 7.500 1.000 0.750 0.560 0.380 6 x 21/2" 9.000 11.000 7.000 1.000 0.690 0.560 0.310 6 x 2" 9.000 11.000 6.000 1.000 0.620 0.560 0.310 8x6" 11.000 13.500 11.000 1.120 1.000 0.620 0.560 8 x 5" 1.1.000 13.500 10.000 1.120 0.940 0.620 0.500 8x4" 11.000 13.500 9-000 1.120 0.940 0.620 0.500 10 x 8" 12.000 16.000 13.500 1.190 1.120 0.750 0.620 10x6" 12.000 16.000 11.000 1.190 1.000 0.750 1 0.560 12 x 10" 12.000 19.000 16.000 1.250 1.190 0.810 0.750 12 x 8" 12.000 19.000 13.500 1.250 1.120 0.810 0.620 12 x 6" 12.000 19.000 11.000 1.250 1.000 0.810 0.560 r CAST IRON F.,LAN:GED_ ECCENTRIC REDUCERS NPS Length Flange Flange Wall Wall Flange Flange Offset' T2 Diameter Diameter Thickness Thickness Thickness Thickness K R1 R2 G1 Min G2 Min Ti Min ° 3 x 2" a nnn L TI 47 s as tqC13Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description ®See Fre Protection uds Submittal Sheet for Pressure Rating and pp Listing/Approval UL L4 Information FM The grooved fittings provide an eoonomical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile iron or fabricated steel as indicated. Note: Figure 510S and 519S fittings are special short radius fittings with smaller center to end dimensions than standard grooved fittin s D d' Material: Cast: Figures: 201, 210, 219, 250, 260, 501, 511 519, 51 ODE, 501S, 510S and 519S - Ductile iron conforming to ASTM A-536, Grade 65-45-12 Fabricated Steel: Figures 391, 392, 393, 312 313, 321, 327, 341 and 350 - Carbon Steel (Sizes 11/4'- 6' are Schedule 40); (Sizes 8' -12" are Schedule 30), conforming to ASTM A-53 Grade B Protective Coatings: • Non -lead orange pain • Fin; brigade red (optional) non -lead pain • Hot dipped galvanized conforming to ASTM A-153 Ordering Procedure g . epen rng on the size and When placing an order, indicate the full product coupling used, there maybe interferencesat name Pl the bolt pads that require repositioning of the ease specifythequaittity,figure number, wall thickness, and size. coupling orientation. The use of flange Grinnell Grooved Piping Products, valves, adapters is not recommended with Figures accessories and other products are available 510S and 519S fittings. Contact Tyco Fire throughout the U.S., Canada, and internationally, Products for details. WARNING The Fittings descubed herein must be installed and maintained in comprrance with this document as well as with the applicable standards of the National RN Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. Ase owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or spriaklermanufacturershouldbecon tacted with any questions. Technical Data Approvals: UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing /Approval information. Page i of 6 through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable stan dards of the National Rre Protection Association (e.g., NFPA 25), in addition to the standards of arty authority having jurisdiction. The installing contractororproduct manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. it is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. September 2004 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This wananly will expireten(10)yearsfromdateofshipment byTyco Fin; Products. No warranty is given for products or components manufactured by companies not aff licted by ownership with Tyco Fine Products orfor products and component which have been subject to misuse, improperinslallation, corrasion, orwhich have not been installed,.maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthe standards of any otherAuthon'Ues Having Jurisdiction. Materials found byTyco Fire Products to be detective shall be eitherrepaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assumeforit,anyotherobGgafioninconnectionwith the sale of products or parts of products. Tyco Fire Pmductsshall notbe responsiblefortdnklersystem designerrorsorinaccurateorincompleteiabnra ion supplied by Buyer or Buyers representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIALDAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCO RREPRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALLTYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE VEHNF&=WARIU 11'6AE ENLB/aF IMPLIED. INCLUDING WARRANTIES OF MERCNANTABILITt' AND FITNESS FDR A PAI:1N294RPlATM TFP1810 Page 2 of 6 CtoE CtoE L Figure 201 44 t--croE� r i ---'-•T•--- r 1 r CIoE Figure 219 Figures 201, 210, 219, and 260 r -• r- CtoE CtoE - Figure 210 E to E Figure 260 For reducing Was and branches, use the value that is corrospondmg to the branch size. Example: for 8' x 8' x 2' tee, the branch value 2' is &0 feel Friction resistance for aft elbows and tees except Figures Sills and 519S. TFP1810 T -Available with tapped Plugs, contact Tyco Fre & Building Products. Friction Resistance* Ex ressed as Equivalent Strai ht Pi Elbow Tee Size 90° 45° Branch Run Inches Feet Feet Feet Feet MM Meters Meters Meters Meters 1 s 1.9 1.0 4.8 1.9 42.4 0.6 0.3 1.5 0.6 1 /z 2.3 1.2 5.8 2.3 48.3 0.7 0.4 1.8 0.7 2--3.2 1.6 8.0 32 60.3 1.0 0.5 . 2.5 1.0 21h 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 76.1m 4.1 2.1 10.3 4.1 1.2 0.6 3.1 1.2 3 4.9 2-A 122 4.9 88.9 1.5 0.7 3.7 1.5 108 0 6.9- 3.3 16.3 6.5 20 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 .114.3 2.0 1.0 5.0 2.0 133 " 8.0 4.0 20.0 8.0 2.4 1.2 6.1 2.4 139.7e 8.0 4.1 20.0 --No- -2.4 1.3 6.1 2.4 5 82 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 159.0 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 165.1 9.5 4.8 23.8 -T5- 2.9 1.4 72 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 -T31 1.5 7.63.0 216.3 6.6 32.8 13.1 4.0 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 2191 4.0 2.0 10.0 4.0 10 16. 5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6.1 For reducing Was and branches, use the value that is corrospondmg to the branch size. Example: for 8' x 8' x 2' tee, the branch value 2' is &0 feel Friction resistance for aft elbows and tees except Figures Sills and 519S. TFP1810 T -Available with tapped Plugs, contact Tyco Fre & Building Products. b ® Page 3 of 6 Figures 501, 510, 519 and 51 ODE TFP1810 CtoE ,f� Ct0E 1 Figure 501 1 1 CtoE i. -C to E—:� Figure 510 1•--C to E jiolE Figure 519 0CtoE Figure 51 ODE Figures 501 S, 510S and 5195 C toE 1—C to E-- Q—!1'4CtoECtoEIL E i~C to E Figure 501S Figure 510S' Figure 519S' 'Noh IM b. uuara greasee Dmng3- Depending 11011111 size and Coupling used, there mar be Interferences It the boll pads which requires repositioning of the Coapting orientation. The use of Range adapters is nal recommended with Figures 5105 and SIBS RRings. Contact Trco Flre Products for details. P Page 4 of 6 Figures 250 and 350 Figure 250 Cast ♦4 f ---E to E - Figure 350 Fabricated Sizes 3" to 6" r -E to E� Figure 350 Fabricated Sizes 8" to 12" Figures 25n and a-rn Cnnnnnf.in ce,4,,--, .._ TFP1810 Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. LInches mm K . Inches mm Kg. Inches mm Kg. `2 x 1'/4 2.50 63.5 1.0 0.5 *139.7. x 3 3.50 4.2 * 6x5 4.00 5.8 44.5 48.0 0.3 1.37 88.9 1.9 101.6 2.6' *2 x 1'/z 2.50 63.5 1.3 0.6 139.7.,, x 4 3.50 4.4 8 x 2 5.00 12.2 1.75 1.89 0.92 88.9 2.0 44.5 127.0 5.5 `2'h x 2 63.5 x p,5 5 1'/2 . 9 26 8 x 2%z 5.00 12.1 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 127.0 5.5 *76.1. x 1'/z 2.50 63.5 1.5 0.7 5 x 2 3.50 4.6 8 x 3 5.00 12.0 1.97 1.89 1.28 88.9 2.1 50.0 127.0 5.5 `76.1.x.2 2.50 63.5 1.6 0.8 5x2'/z 3.50 4.5 8x4 5.00 11.9 50.0 48.0 0.6 1 1.37 88.9 2.0 127.0 5.4 3 x 1'/4 2.50 63.5 1.3 0.6 5 x 3 3.50 4.4 8 x 5 5:00 11.3 88.9 2.0 127.0 5.1 3 x 1'/z 2.50 63.5 1.3 0.6 *5 x 4 3.50 88.9 4.5 8 x 6 5.00 10.8 2.0 127.0 4.9 *3 x 2 2.50 63.5 1.3 0.6 ' 165.1."x3 4.00 101.6 5.5 10x4 6.00 21.9 2.5 1524 10.0 *3x21/2 362 1.5 0. `165.1.x4 4.00 101.6 6.0 10x5 6.00 21.6 2.7 152.4 9.8 *3 x 76.1. 3.00 76.2 2.0 0.9 `1&5.1x139.7 4.00 101.6 5.6 2.5 10x6' 6.00 21.1 152.4 9.6 4x1% 7602 �� *6x2 4� 101.6 6.0 27 10x8 6.00 19.5 152.4 8.9 4x1'h 00 2.3 1.0 6x2'/2 4•� 101.6 6.0 27 12x4 7.00 28.0 *4 x 2 3.00 76.2 2.3 1.0 `6X76.1. 4.00 101.6 6.0 2.7 12x6 1778 7.00 12.7 30.0 `4x2''/z 76.2 1.0 6x3 4.00 101.6 6.0 2.7 12x8 177.8 7.00 13.6 28.0 3'O 76.2 3.2 1.5 *6x4 4.00 5.9 12x10 1778 7.00 127 33.0 101.6 1 2.7 177.8 1 15.0 4x3 3.00 76.2 2.6 1.2 *6x139.7. 6.3 101.6 2.9 wore: Wzes marked With an asterisk (*) are only available in Figure 250 cast. Sizes without an asterisk are only available: in Figure 350 Fabricated ADA CAP° Patented Pie . Nominal Dimensions O.D. Takeout Center to End Net Outlet Size NPT' A g C D Inches Inches Inches Inches Inches Inches Lbs. mm mm mm mm Kg. t/2 1.25 1.75 1.89 0.77 31.8 44.5 48.0 0.3 3/4 1.25 1.75 1.89 0.77 11/2 1.900 48.3 31.8 44.5 48.0 0.3 1.37 2.00 2.02 0.88 34.8 50.8 51.3 0.4 '/2 1.25 1.75 1.89 0.92 31.8 44.5 48.0 0.4 3/4 1.25 1.75 1.89 0.92 2 2.375 60.3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 34.8 50.8 51.3 0.5 1/2 1.47 1.97 1.89 1.28 37.3 50.0 48.0 0.6 3/4 1.47 1.97 1.89 1.28 2'/2 2.875 73.0 37.3 50.0 48.0 0.6 1 1.37 2.00 2.02 1 1.50 34.8 50.8 1 51.3 0.7 - I"' I"'==..a., waera are avanaore upon request Page,5 of 6 TFP1810 Figures 391, 392, 393, 312 and 313 �EtoE� Figure �- 391 �EtoE� 44 Figure 392 �EtoE- Figure ------ 393 tEi Figure 312 ME Figure CtoE 313 Figure 327 Figures 327 and 341 4.6 4. 5.00 11.9 6.00 17.2 127.0 5.4 152.4 7.8 j 5. -5.5-0 17.1 6.00 21.4 EtaE 139.7 7.8 152.4 9.7 6. 6.50 27.5 2.0 165.1 12.5 152. 152.4 111.8 7.75 47.0 6.00 38.4 Figure 341 8� 196.9 213 1594 174 10' 9 0068.0 Figure 327 Figure 341 65.0 Cross 1501bs. 203.2 29.5 12' 10.00 Flange Ada h Nominal 91.0 Lbs. 48.5 �Lb: Size riches Inches mm kg, MM k. 1 �/a' 2.75 2.0 4.00 2.8 69.6 0.9 101.6 1.3 DE 11/2* 2.75 2.2 4.00 3.2 LI 69.9 2.0 101.6 1.5 2. 3.25 2.7 4.0 5.2 82.6 i.2 101.6 2.4 2'/2' 3.75 5.0 4.00 8.0 95.3 2.3 101.6 3.6 3. 4.25 7.1 4.00 10.2 108.0 39 1016 4.6 4. 5.00 11.9 6.00 17.2 127.0 5.4 152.4 7.8 j 5. -5.5-0 17.1 6.00 21.4 EtaE 139.7 7.8 152.4 9.7 6. 6.50 27.5 2.0 165.1 12.5 152. 152.4 111.8 7.75 47.0 6.00 38.4 Figure 341 8� 196.9 213 1594 174 10' 9 0068.0 8.00 65.0 228.6 30.8 203.2 29.5 12' 10.00 107.0 8.00 91.0 254.0 48.5 203.2. 40 Page 6 of 6 �'--CWE-� 1 I CtOE Figure 321 44 TFP1810 Figure 321 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that O at pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 900 7 (IH -1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. zxZx In Fi ure 321 educinq Tee 1.2. 6x6x5 Nominal C to E Appx. WL Nominal C to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm K , 1'hx1'hx1'% 3.25 82.6 2.0 0.9 6x6x4 6.50 26.6 4.25 108.0 5.3 2.4 8x8x5 7.75 196.9 1651 12.1 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that O at pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 900 7 (IH -1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. zxZx In -• 82.6 1.2. 6x6x5 o.ov 1651 zi.0 12.2 2'hx2'hx1'h 3.75 95.3 4.2 1.9 8x8x2 7.75 196.9 36,2 16.4 2'hx2'hx1'h 3.75 95.3 4.2 1.9 Sx8x3 7.75 196.9 36.5 16.6 2'h x 2'h x 2 3.75 95.3 4.3 2.0 8 x 8 x 4 7.75 196.9 36.6 16.6 3x3x1'h 4.25 108.0 5.3 2.4 8x8x5 7.75 196.9 36.8 16.7 3 x 3 x 2 4.25 108.0 5.5 2.5 8 x 8 x 6 7.75 196.9 37.0 16.8 3x3x2'h 4.25 108.0 5.8 2.6 10x10x2 9.00 228.6 57.1 25.9 4x4x1'/4 5.00 .127.0 9.8 4.4 1Ox10x3 9.00 228.6 57.4 26.0 4x4x1'h 5.00 127.0 9.9 4.5 10x10x4 9.00 228.6 57.6 26.1 4x4x2 5.00 127.0 10.1 4.6 10x10x5 9.00 228.6 57.8 26.2 4x41x21h 5.00 127.0 10.3 4.7 10x10x6 9.00 228.6 58.0 26.3 4x4x3 5.00 127.0 10.5 4.8 10x10x8 9.00 228.6 58.4 26.5 5x5x2 5.50 139.7 14.5 6.6 12x12x3 10.00 254.0 80.2 36.4 5x5x2'h 5.50 139.7 14.8 6.7 12xl2x4 10.00 254.0 80.5 36.5 5x5x3 5.50 139.7 1 152 6.9 12x12x5 10.00 254.0 80.7 36.6 5x5x4 5.50 139.7 15.8 7.2 12x12x6 10.00 254.0 80.9 36.7 6x6x2 6.50 165.1 26.5 11.9 12xl2x8 10.00 254.0 91.4 41.5 6x6x2'h 6.50 165.1 26.5 12.0 12x12x10 10.00 254.0 1 91.8 41.6 6x6x3 6.50 26.5 165.1 12.0 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that O at pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 900 7 (IH -1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. iL, Style 72 Outlet Couplings 0 USC O T cadet Wdh Grooved outlet With Femde Threaded outlet Style 72 Outlet couplings are designed to serve as a joining device providing an integral reducing outlet. When used on 2 - 3' (50 - 80 MMI) ... cast fittings. contact' . . ; for recommendations. Style 72 couplings are not recommended for vacuum service. Request 06.10. Mh Qrooved outlet Style 750 The Style 7W Reduc- Reducing Coupling Coupling pets direct reduction on the piping ruj features a special reducing gasket for pressure resport; sealing. A steel washer wh prevents telescoping of the smaller pipe inside the larg, during vertical systems assembly is available upon request. U Request 06.08. 1.9 4.0 8.4 3.8 4.9 16.6 7.5 ;A .GR.00VED COUPLINGS Style 72 Style 72 Outlet couplings are Outlet Couplings designed to serve as a joining device providing an integral reducing outlet. When used on 2 - 3- (50 - 80 mm) : cast fittings, contact ; for recommendations. Style 72 couplings are not recommended for vacuum service.. With Female44 Request 06.10. Threaded Outlet With Grooved Outlet rr2� Y ..... ... �Z� with Female Threaded Outlet with Grooved outlet Nomkw size Run X Red. Max. 13ouptl� siatsr, nAp Outlet workWMM Press � kPa F� X Y Z Lbs kg FPTGUMPT Mches/mm 134X% - 500 294 4.50 275 1.4 40 X 15 - 3450 75 114 70 0.6 500 2.94 4.50 2.75 1.4 X'Y4 - X 20 - 3450 75 114 70 0.6 500 2.94 4.50 275 1.4 X 1 - X 25 - 3450 75 114 70 0.6 2 X 34 - 50 X 15 - 500 3450 3.38 86 5.00 127 275 3.5 70 1.6 350 4.13 3.38 5. 65 X 50 --�.X 44 qi-3: 105 149 48 1.4 127 70 1.1 X 1 X 25 25 500 3450 3.38 86 5.00 2.75 2.5 X 34 149 48 "x.75 J 1.88 3.88 127 6.00 70 1.1 2.75 4.5 65 65 X 15 - 3450 98 152 70 2.0 X 2 X 2.1 3.88 6. 0 2.75 4.6 - 3450 98 152 70 2.1 X 1 - X 25 500 3.88 6.00 2.75 4.6 - 3450 98 152 70 2.1 X 134 - X 32 500 4.06 6.88 325 5.0 - 3450 103 175 83 23 X - 1% x 500 4.06 6.88 3.25 5.0 - 40 3450 103 175 83 2.3 3 X -V4 - X 500 4.50 7.00 2.3880 3.4 - 3450 114 178 60 1.5 X - 1 X 500 4.50 7.00 2.38 7.0 - 25 3450 114 178 60 3.2 X 1 - X 25 500 4.75. 8.00 325 7.0 - 3450 121 203 83 3.2 X - 116 x 500 4.75 8.00 3.25 7.0 - 40 3450 121 203 83 3.2 4 X �Y4 - 100 X 20 500 5.69 8.38 2.50 6.8 - 3450 145 213 64 3.1 X - 1 X 500 5.69 8.38 250 6.8 25 3450 145 213 64 3.1 X 134 -400 X 40 6.9 6.13 9.00 3.69 11.4 - 2750 156 229 94 52 X - 2 X 400 6.13 9.00 3.69 11.4 - 50 2750 156 229 94 5.2 6 X 1 - 150 x 25 400 8.13 12.00 3.69 18.0 - X 134 2750 206 305 94 8.2 - X 40 - 400 2750 8.13 206 12.00 3.69 18.0 X _ 2 x 400 8.13 305 12.00 8.2 3.69 18.0 - so fer to r"f - - 2750 --- IM 94 82 I -Makin mi MY from charts on paid Style 750 Reducing Coupling The Style 750 Reducing Coupling permits direct reduction on the piping run. It features a special reducing gasket for pressure responsive sealing. A steel washer which prevents telescoping of the smaller pipe inside the larger during vertical systems assembly is available upon request. Request 06.08. u• �f2it ur Max. 1Nmensiotts Nominal Pwork resL Irtd�eshnnt w Sae PSI' Each �' hicUmm kPa X Y Z kg 2 X 1 350 3.38 5.00 1.88 2.0 50 x 25 2410 86 127 48 0,9 2 X 134 350 3.38 5.00 1.88 2.1 50 x 40 2410 8Q 127 48 1.0 2S4 X 2 350 4.13 5.88 1.88 3.0 65 X 50 2410 105 149 48 1.4 3 * X 2 350 2410 4.13 105 5.88 1.%..,- 3.0 149 48 "x.75 J 1.88 1.4 3 X 2 3504.11 . _ ; 4.6 80 x_50 4ib _ -j21 171 48 2.1 350 4.75 6.75 1.88 " t X 80 X 65 2410 121 171 48 1.9 3 $ X 3 $ 350 4.75 6.75 1.88. • 4.2 2410 121 171 48 1.9 4 X 2 350 6.138.50 2.19 8.8 100X50 2410 156 216 56 4.0 4 X2% 350 6.13 8.50 219 8.4 100 X 65 2410 156 216 56 3.8 4X3* 350 6.13 8.50 2.19 8.4 2410 156 216 56 3.8 4 X 3 350 6.13 8.50 219 6.6 100 X 80 2410 156 216 56 3.0 5 X 4 350 7.13 9.88 2.13 10.8 125 X 100 2410 181 251 54 4.9 6 X 4 350 8.50 1125 2.25 16.6 150 X 100 2410 216 286 57 7.5 6 X 5 350 8.50 11.13 2.13 12.6 150 X 125 2410 216 283 54 5.7 634 $ X 4 350 8 50 11.25 2.19 15.2 2410 216 286 56 6.9 8 X 6 350. 10.75 14.00 2.38 22.3 200 X 150 2410 273 356 60 10.1 OnAllow p U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 VSR_F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD UL, ULC and CSFM Listed, FM and LPC Approved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Contact Ratings: Two sets of SPDT (Form C) 15:0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • NEMA 4/IP54 Rated Enclosure - use with appropriate conduit fitting. • Temperature Range: 40"F/120"F, 4.5"C/49°C • Non -corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thrix 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA 13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch ICIt S tock No. 0090018 GENERAL INFORMATION The Model VSR-F is a vane type waterflow, switch for use on . wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8". LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action. switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. A field installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a fitting which changes the direction of the waterflow or within 24" of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm).and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2".±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft - lbs. of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to chan e w th 9 1 out notice. Pader Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 905-882-1833 • www.pottersi nal.com PRINTED IN USA MKT. #8800001 - REV R MFG. #5400761 -10/99 PAGE 1 OF 2 FIG.1 FIG. 2 SWITCH TERMINAL CONNECTIONS RETARD ADJUSTMENT: CLAMPING PLATE TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM TERMINAL AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A "B" SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B". V� TO INSTALL, DRILL A HOLE AS INDICATED: o owc Nu-' HOLE SIZE CAUTION: An UnIrISUlated section Of a 1 1/a'+1/8' -1/1G• R8" single conductor should not (33mm ±2mm) be looped around the termi- nal and serve as two sepa- (SOmm ±2mm) rate connections. The wire mustbe severed, thereby DIRECTION OF Providing supervision of the WATERFLOW I connection in the event that the wire becomes dislodged �. from under the terminal. DWG. $761-30 FIG. 3 2 SETS OF NORMALLY OPEN CONTACTS CLOSE ON ALARM Comm Ic 0 0 Comm ,p „e ®a THE NC AND No MARKINGS ON THE SWITCH ARE FOR AN ALARM CONDITION. THE CONTACTS ARE REVERSED WHEN THE DEVICE LS IN THE NORMAL CONDITION. TESTING TYPICAL ELECTRICAL CONNECTIONS WATERFLOW ZONE ON FIRE PANEL POSI OR NEGJ OR NE LI Elm /761-2 VSR-F VANE TYPE WATERFLOW SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME J NOTES: 1. The Model VSR-F has two. switches, one can be used to operate a central station, proprietary or re- mote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Ap- proval of this product is that the electrical entry must be sealed to exclude moisture. 3. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 1). TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 5OFT.-LBS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) 0 A 8 0 E p t0-25 20-40 35-55 90'_70 60-90 PIG: 4 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center. The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manuf quarterly or more frequently). acturer recommends If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 - REV R MFG. #5400761 -10199 PAGE 2 OF 2 G ,S' GEOTECHNICAL SERVICES INC. I Geotechnical Engineering A Environmental Studies Materials Testing -r Construction Monitoring SUPPLEMENTARY REPORT GEOTECHNICAL EXPLORATIONS -EVALUATION CRUSADER PAPER COMPANY, INC. PROPOSED ADDITION 350 HOLT ROAD NORTH ANDOVER, MASSACHUSETTS February 6, 2008 GSI Project No. 207339 Prepared for: Mr. Jerry Diorio Channel Building Company, Inc. 355 Middlesex Avenue Wilmington, Massachusetts 01887 Prepared by: Geotechnical Services, Inc. 18 Cote Avenue Goffstown, New Hampshire 03045 OGeotechnical Services, Inc. n G S GEOTECHNICAL ,SERVICES INC. I -A Geotechnical Engineering a Environmental Studies d Materials Testing A Construction Monitoring a F, February 6, 2008 L n Mr. Jonathan Krygeris Channel Building Co., Inc. 335 Middlesex Avenue M Wilmington, MA 01887-2163 Advance Copy by E-mail: Jkrygeris@Channelbuilding.com u RE: Supplementary Geotechnical Explorations -Evaluation Crusader Paper Company, Inc. Facility: Proposed Addition 350 Holt Road North Andover, Massachusetts GSI Project No. 207339 Dear Mr. Krygeris: Geotechnical Services, Inc. is pleased to submit this supplementary report on the subject project. n We have previously issued a report, "Geotechnical Explorations -Evaluation, Crusader Paper Co., Inc., Proposed Addition 350 Holt Road, North Andover, Massachusetts", dated December 26, 2007. This report should be considered as a supplement to our earlier report; it consists of n additional subsurface data collected through implementation of a test pit program, evaluation of the data, and expanded foundation design recommendations for the proposed addition. The content of this report is subject to the Limitations stated in Appendix A. In SUPPLEMENTARY SUBSURFACE DATA The location of the project site is shown in Figure 1. Locus Map, indicating that it is within close proximity of the Merrimack River. On January 31, 2008, nine (9) test pits, designated as TP -1 through TP -9, were excavated by (� C&N Construction of Foxboro, MA, using a CAT Model 320C backhoe with a reach of 10 ft. Locations of the test excavated test pits are depicted in Figure 1. Exploration Location Plan. Test pits were excavated to a depth of 8 to 9 ft under the supervision of a GSI engineer, who observed n the exposed characteristic soil layers (i.e., geologic units) and documented them in a log for each L, excavation. Each geologic unit exhibited was classified in accordance with the Burmister system, and reported in a field log. Test Pit Field Logs developed by GSI are presented in Appendix B. n r-1 d 12 Rogers Road, Haverhill, MA 01835 -A 978/374/7744 A FAX 978/374/7799 A r ' a 18 Cote Avenue, Goffstown, NH 03045 a 603/624/2722 d FAX 603/624/3733 d Li Crusader Paper Company — North Andover, MA GSI Project No. 207339 February 6, 2008 Page 2 SUBSURFACE CONDITIONS LThe subsurface data collected by the nine (9) test pits have disclosed rather uniform subsurface conditions in the area of the proposed addition. Within the top 8 to 9 ft of the soil overburden n present at the site of the proposed addition as well as the proposed Detention Pond adjacent to the Lproposed addition, the following characteristic geologic units were observed from the ground surface down: n• Fill soils consisting of Medium to Fine Sand, some Silt, trace Gravel cover the site. The top approximately 12 -inch zone was frozen during the explorations. Topsoil has developed at the ground surface exhibiting roots and organic matter. Fill soils are likely Fl, on-site natural deposits excavated and replaced sometime ago associated with some �+ construction activity (e.g., construction of the existing facility in two parts). Thickness of the Fill soils is difficult to distinguish, and ranges from about a foot to several feet. n • Glacial Lake Deposits had been likely deposited during the geologic age when the Merrimack River basin had been a glacial lake since ice from the retreating glaciers had blocked the river channel and stopped the flow. Deposits, also referenced as Glacio- nLacustrine Deposits consists of Medium to Fine Sand, some Silt trace Gravel. ul Excavation effort was observed as "easy", suggesting the deposits are loose to medium dense in relative packing. Some of these deposits at the time of our earlier investigation n by test borings (December ,2007) were identified as Fill soils, since the line (interface) of Li transition of the soil unit of the same composition from "natural, undisturbed" state to "disturbed, re -worked" state is quite difficult to distinguish. • Glacial Till Deposits were essentially identified during our earlier test boring n explorations which were advanced to relatively greater depths. We believe that test pit Li excavations were generally terminated at a depth (8 to 9 ft) where transition to more M competent (i.e., dense to very dense in relative packing) Glacial Till has occurred. v Groundwater was not encountered in any of the excavations. We should note that groundwater levels at a site may fluctuate seasonally, sometimes significantly as affected by temperature, snow melt, precipitation and some major man-made activities. LABORATORY TEST DATA During the supplementary design phase of the project we have performed the following laboratory tests: n Particle Size Distribution (ASTM D 442), and Compaction (ASTM D1557-91 Procedure A) tests were performed on a bag sample obtained from TP -1 at a depth of 7 to 8 ft. The on-site, native material has been classified as Medium to Fine Sand, little Silt. We believe that the sample M represents the natural Glacio-Lacustrine deposits described above. The soil sample does not meet the requirements of Structural Fill (or Granular Fill), but it may be utilized as Common Fill Maximum Dry Density of the sample was determined as 108.3 pcf (lbs per cubic ft) at an r1 Optimum Moisture Content of 15.0 percent. Test results are presented in Appendix C. �1 n `-0 G ri S I n u Crusader Paper Company — North Andover, MA GSI Project No. 207339 February 6, 2008 Page 3 i LJ Upon observation that the excavated on-site (native) soils do not meet the Structural Fill requirements, you have delivered to GSI an off-site material from the Deloury Industries site in Dracut, Massachusetts. Based on the laboratory Particle Size Distributiontest performed the material is classified as Processed Gravel, little Fine to Coarse Sand, trace Silt. A compaction n test has disclosed that the Maximum Dry Density (ASTM D1557-91 Procedure C Modified; oversize correction applied) is 144.2 pcf at an Optimum Moisture Content of 5.8 percent. Tests results are presented in Appendix C. This material does not meet the requirements of Structural r1 Fill; however, we believe it may be utilized as a "select fill" in the project as to be discussed later in this report. FOUNDATION DESIGN RECOMMENDATIONS General F1 Foundation design recommendations have to meet the requirements of the Massachusetts State L_J Building Code (Sixth Edition) as a minimum. n We understand that the proposed addition will be used as a. warehouse for storing paper, and design live load is specified as 1,000 psf (lbs per square ft). Li r i Foundation Support Li We understand that the existing Building to which the proposed addition will abut at its east end is supported on spread and/or wall footings. We do not have as -built drawings for the existing Building. We further understand that the existing Building had been constructed in two phases, and at the present (February 2008) a "repair work" is ongoing to improve the deficiencies (i.e., cracking due to "settlements) developed in the earth supported on -grade floor slabs. rl 'u Along the east exterior boundary of the existing Building, we recommend that the new addition be supported by spread/wall footings where the bearing elevations of the new footings will be at n the elevations of the existing footings. Excavation along the exterior wall of the existing Building L_J should be advanced to the bottom of the existing footings, avoiding undermining the footings. Based on the subsurface data available, we believe the existing (referenced) footings bear either n on the Glacial Till, or on the transition material from the Glacial Lake deposits to the Glacial Till. To maintain uniformity in structural performance, we recommend that the new footings should `� bear on the same material upon subgrade preparation (see below). This bearing material once identified should be "chased" eastward (under the supervision of the Geotechnical Engineer) for nthe support of the interior footing within the 80 ft zone (width) as well as the support of the exterior (east end) footing of the proposed addition. These spread footings may be proportioned for an allowable bearing stress 1.5 tsf (tons per square ft) subject to a final review of GSI upon exposure of the subgrade by excavation. Spread footings should be 3 ft by 3 ft in plan area as a minimum. Wall footings bearing on the same material may be proportioned for an allowable bearing stress of 1.25 tsf, again subject to a final review upon exposure of the subgrade. Wall n footings should be at least 2 ft in width. The existing topography of the project site in the area of the proposed addition slopes gently from n U west to east, thus the footings for the proposed addition may also "step down" from west to east. n G S I F) Crusader Paper Company — North Andover, MA GSI Project No. 207339 nn February 6, 2008 Page 4 I V The exterior east wall shall be designed as an earth retaining wall, since the grade will be raised within the footprint of the proposed addition, and the grade change between the proposed addition and the proposed Detention Pond must be accommodated. The exterior walls, besides the lateral earth pressures, will receive loading from the on -grade floor slab, which should be accounted for in the design (see below). L-' The exterior footings exposed to ambient temperatures should have a 4 -ft (minimum) embedment measured from the bottom of the footing to the finished (landscaped) grade for protection against frost action. In the permanently heated interior areas this is not a requirement. Lateral Pressure on the Exterior (East) Wall n L, We understand that the exterior wall of the proposed addition running along the proposed Detention Pond will be structurally connected to the floor slab (it appears to be a "hinge" connection and not a "fixed connection). Either way, the wall will be restrained for yielding laterally, and thus it should be designed for an "at -rest" and not "active" condition below the floor slab level. The design has to account for the lateral earth pressure as well as the surcharge n pressure to be generated by the dead weight of the floor slab,. and the 1,000 psf live load on the floor slab. Accordingly, the wall has to accommodate for earth pressures generated by an equivalent fluid unit weight of 65 pcf (lbs per cubic ft), plus 500 psf uniform lateral pressure (due n to 1,000 psf LL), plus 0.5 times the DL of the concrete floor slab. The wall is recommended to incorporate a vertical drainage to dissipate potential hydrostatic pressures by drainage. Any collected drain waters may be discharge to the Detention Ponds through a series of "weep holes" provided on the Exterior Wall, or by any other arrangement proposed by the Project Site n Engineer. In addition to the "static" lateral earth pressures, the design of the exterior walls should account for "seismic loading". Since the wall is laterally restrained, we recommend that the design should accommodate for a uniform lateral pressure of 12H (psf), where H (ft) is the height of the backfilled soil behind the wall. This is due to the inertia effect of the backfill soil; similarly inertia of the wall itself should be considered, using a seismic (static equivalent) coefficient of 0.12. Li M The drainage element along the backside of the wall may consist of a 2 -ft wide zone of off --site borrow material (Processed Gravel; see Lab Test Data discussed above). The vertical (curtain) ``' element shall integrate to a perforated PVC drain pipe at the base of the wall. The perforated drain pipe will be wrapped with %2 -inch Crushed Stone, 6 inches in thickness, which then will be n wrapped (enveloped) by a layer of filter fabric with a 9 -inch (minimum) overlap. The drain pipe as discussed above may be discharged into the Detention Pond. The 2 -ft wide zone of Processed Gravel behind the wall will also serve as a thermal insulator and protect the backfill material n against freezing temperatures conveyed through the wall. If necessary, and found to be feasible, for lateral restraint of the exterior walls, the walls may be rt incorporated with reinforced concrete buttress elements in the backfilled zone. A M 4G n S I M v M Crusader Paper Company — North Andover, MA GSI Project No. 207339 February 6, 2008 Page 5 n Li Floor Slab n u We understand that Finished Floor grade will be at E. 45.42, matching the floor slab of the existing Building. We further understand that the floor slab of the existing Building is an earth -supported slab -on -grade, and it has developed "structural distress" in the past. You have informed us that the slab is being "repaired" at the present (January -February 2008). This would suggest that the slab had been subjected to differential settlements of such magnitudes that it led to the "structural distress". n We recommend that the floor slab for the proposed addition be designed and constructed as an earth supported slab on grade while being cognizant of potential total and differential settlements n since it would be subjected to 1,000 psf regularly during its service life. u We understand that within the footprint of the proposed addition you would like to utilize the "on-site excavated material" to raise the grade to accommodate a slab -on -grade. Based on limited laboratory test data (Appendix C) the "on-site excavated material, Medium to Fine Sand, little Silt does not meet the requirements of Structural Fill. Furthermore, laboratory compaction testing has disclosed that it exhibits a relatively low Maximum Dry Density at a relatively high Moisture Content. This observation indicates that the compacted on-site excavated material would be relatively compressible leading to post -construction settlements. We recommend that subgrade preparation for the support of the floor slab consist of the following LJ steps following the construction of the footings: n 1. In the unexcavated (non -footing) areas, strip the Topsoil, forest mat, organic matter, and Li apply compaction using a large size vibratory compactor for four passes in two perpendicular directions. M 2. Place on-site excavated material (as Common Fill) in 9 -inch lifts subjected to 95 percent L, compaction (ASTM D 1557) up to 2 ft below the bottom of the proposed floor slab. 3. Place a layer of Tensar BX 1200 geogrid over the entire floor slab area. M. 4. Place 12 -inches of compacted (95 percent; minimum) Processed Gravel (borrow material) referenced above (see also Appendix C) U 5. Place a second layer of Tensar BX1200 geogrid over the entire floor slab area. r i 6. Place 12 -inches of compacted (95 percent; minimum) Processed Gravel. `J The objective in preparation of the subgrade support for the floor slab as described above is to minimize the "differential settlement", which would adversely affect the performance of the floor n slab. The floor slab may be designed as a slab (mat) on elastic support (ACI design methodology) considering a Modulus of Subgrade Reaction value of 150 pci (lbs per cubic inch). n We understand that the floor slab will have a "structural connection" to the perimeter (exterior) Li wall of the proposed addition. This connection would provide a "rigid support" for the slab along the exterior wall. We recommend that a segment of the floor slab connecting to the exterior wall n be designed similar to an "approach slab, where a thicker slab section may be considered gradually transitioning to the nominal slab thickness as determined by the Structural Engineer. M v M n .� Crusader Paper Company — North Andover, MA GSI Project No. 207339 February 6, 2008 Page 6 n v n CONSTRUCTION CONSIDERATIONS Earthwork r Excavation for foundation construction should preferably start along the east end of the existing Building by removing the existing drive way. Excavation shall be advanced to the elevation of '-� the bottom of the existing footings under the supervision of a Geotechnical Engineer. The exposed subgrade material will be identified/classified by the Geotechnical Engineer. The footings of the proposed addition shall bear on this particular stratum, thus the mid column u supports for the addition will require a "pier" element. The footings are expected to have a lower bearing elevation from west to east. The exterior footing along the proposed Detention Pond n shall have a 4 -ft (minimum) embedment for frost protection.. Exposed subgrades for the footings should be subjected to fine grading and compaction with suitable equipment. Prepared footing subgrades should be protected against disturbance due to construction activity. Under no circumstances should excavated on-site material be. used within the bearing area of a footing. For final grade adjustments, a layer of lean concrete of a few inches may be used for the LJ subgrade finishing and protection. F1 Other Construction Items LJ Please refer to the GSI report dated December 26, 2007. Construction monitoring during r1 foundation construction by a Geotechnical Engineer is essential because of the sensitive nature of the project. M n n n G F-1 S I v Crusader Paper Company — North Andover, MA GSI Project No. 207339 February 6, 2008 Page 7 CLOSURE This supplementary report should be considered as integral with the GSI report issued on December 26, 2007. We appreciate the opportunity to participate during the extended design phase of the project, and look forward to its successful completion. If you have any questions on the content of this report, please do not hesitate to contact us. Very truly yours, GEOTECHNICAL SERVICES INC. .01 Kevin Maynar Field Engineer Harry K. etherbee, P.E. Principal Engineer Figure 1. Locus Map Figure 2. Test Pit Location Plan Appendix A. Limitations Appendix B. Test Pit Field Logs Appendix C. Laboratory Test Results CA207339 Supplemental report 06Feb08 A6-1� ,o Cetin Soydemir, Ph.D., P.E. Senior Geotechnical Consultant n n i n 7 Lj n n Fl U n I n G GEOTECHNICAL SERVICES INC. LOCUS MAP s 18 COTE AVENUE, UNIT #11, GOFFSTOWN, NH 03045 I TEL. (603) 624-2722 FAX. (603) 624-3733 DATE: November 2007 Crusader Paper DRAWN BY: KJM FIGURE North Andover, Massachusetts CHECKED BY: HKW SCALE: 1" = 2000' n O . 1 FILENAME: 1 207339 - Crusader Paper.dwg PROJECT NO.: 207339 TOP OF SLUPt CHAIN L NK — a --o--o�1•t. f FENCE E REM L REMOV PROPOSED CB 4 (DEEP SUMP) RIM ELEV. 41 07 12" OUTLET INV, 35.67 RELLOCATE_. Y> -- EXISTING 16" R REMOVE FEEN12" SCH 40 PVC BITUMINOUS FENCE OVERFLOWCONDUIT CONCRETEEERM� OUTLET INV. 36:80 ! P ., Qi PROP OVE - ~ + + JER EY BARRIERS TO BE REMOVED. DRIVE AND ' +TP - + REPLACE WITH- �+ + CAM ANO SEED + + `� o + + - + ' + PROPOSED �` + + ADDITION + * +11 80' x 225' f + + + f 18,000 S.F. + + + + + I+ + + � r + II E EXISTING DRIVE + TP-9�°j 1++i + + + I + + ` r + + I �b �ge'MGE.LO'M I PROPOSED. S�.ggb CONCRETE APRON RIP RAP.I PROP'pS 8: R PC D ' 7a.es CRETE �i JN I EX'STING EXISTING PUMP SEPTIC TANK UI•;...�'� `• j CHAMBER. /r PROPOSED $ t- 18` FES INV. 34.5 t — — --- — — -- — PROPOSED✓� rse :s 33 et>• � I� I EXISTING LEACH GUARD RAIL .. )2:1 SUSPE' TEST PIT LOCATION PLAN Crusader Paper North Andover, Massachusetts ITCH 12" OUTLLT INV. 34.6 31 L.F ',2"'RCP 36 OSE ACCE�`sa - 36 34 S07 1 �, a o2:1 SLOPE (TY P.) OUTLET I V. 36.00 EDIMENT FOREBAY•2 12" FESS VOL 500 CF. INV. 34.50 \ OVERFLOW SPILLWAY IN1 J TOP ELEV. 37.37 �' INV. I TURNAROUND EASEMENT (APPROX.) 18" RCP 3� s�wt INV.=3419 ".• �� ,mss --DET NTION— CONTRON ,., sN1 PND RIP RAP,�� TP -7 e PROPOSED BOTTOM OF BASIN ELEV. 33.19 EXISTING BOTTOM OF BASIN '3.esr jai ELF '. 35.5± f A -4 TP_8� f j .18" FES INV.=35.24 TO BE RELOCATED, • n� Q lei I SE IMEIN FOREBAYI _ TP -1 Test Pit Location G GEOTECHNICAL SERVICES INC. S 18 COTE AVENUE, UNIT #11, GOFFSTOWN. NH 03045 I TEL.(603)624-2722 FAX.(603)624-3733 DRAWN BY: KJM DATE: January 2008 FIGURE CHECKED BY: HKW SCALE: 1"=40' NO. FILE NAME: 207339 - Crusader Paper.dwg PROJECT NO.: 207339 APPENDIX A LIMITATIONS n Li n Explorations LIMITATIONS 1. The analyses, recommendations and designs submitted in this report are based in part n upon the data obtained from preliminary subsurface explorations. The nature and extent of variations between these explorations may not become evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of r1 this report. 2. The generalized soil profile described in the text is intended to convey trends in subsurface conditions. The boundaries between strata are approximate and idealized and have been developed by interpretation of widely spaced explorations and samples; actual soil transitions are probably more gradual. For specific information, refer to the individual test pit and/or boring logs. Water level readings have been made in the test pits and/or test borings under conditions stated on the logs. These data have been reviewed and interpretations have been made in the text of this report. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, temperature, and other factors differing from the time the measurements were made. Review 4. It is recommended that this firm be given the opportunity to review final design drawings and specifications to evaluate the appropriate implementation of the recommendations provided herein. 7 5. In the event that any changes in the nature, design, or location of the proposed areas are ;J planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of the report modified n or verified in writing by Geotechnical. Services, Inc. Construction j 6. It is recommended that this firm be retained to provide geotechnical engineering services `-' during the earthwork phases of the work. This is to observe compliance with the design concepts, specifications, and recommendations and to allow design changes in the event n that subsurface conditions differ from those anticipated prior to the start of construction. Use of Report This report has been prepared for the exclusive use of Channel Building Co., Inc. in accordance with generally accepted soil and foundation engineering practices. No other warranty, expressed or implied, is made. 8. This report has been prepared for this project by Geotechnical Services, Inc. This report M was completed for preliminary design purposes and may be limited in its scope to complete an accurate bid. Contractors wishing a copy of the report may secure it with the understanding that its scope is limited to evaluation considerations only. r� 4 G n S I APPENDIX B TEST PIT FIELD LOGS n V REMARKS: TEST PIT FIELD LOG PROJECT: Crusader Paper LOCATION: North Andover, Massachusetts PROJECT NO: 207339 TEST PIT NO: 1 LOCATION: North wall in the approximate area of column line B/1 ELEVATION: 35 +/- The building area had been cleared and rough graded EXCA VA TION EQUIPMENT Contractor: C&N Construction of Foxboro, MA Make: CAT Model: 320C Reach: 10' Capacity: N/A SOIL DESCRIPTION Light brown medium to fine Sand, some Silt, trace Gravel, roots, trace organics (frozen) Light brown medium to fine Sand, some Silt, trace Gravel Engineer: LEGEND: BOULDER COUNT Kevin Maynard Weather: Partly Cloudy 30s TRACE (0-100) Date: �s LL DEPTH STRATUM 6"-18" A GEOTECHNICAL CHANGE SERVICES, INC REMARKS: TEST PIT FIELD LOG PROJECT: Crusader Paper LOCATION: North Andover, Massachusetts PROJECT NO: 207339 TEST PIT NO: 1 LOCATION: North wall in the approximate area of column line B/1 ELEVATION: 35 +/- The building area had been cleared and rough graded EXCA VA TION EQUIPMENT Contractor: C&N Construction of Foxboro, MA Make: CAT Model: 320C Reach: 10' Capacity: N/A SOIL DESCRIPTION Light brown medium to fine Sand, some Silt, trace Gravel, roots, trace organics (frozen) Light brown medium to fine Sand, some Silt, trace Gravel Engineer: LEGEND: BOULDER COUNT Kevin Maynard Weather: Partly Cloudy 30s TRACE (0-100) Date: L (FT) January 31, 2008 DEPTH STRATUM 6"-18" A (FT) CHANGE (FT) r 0-1, 1, REMARKS: TEST PIT FIELD LOG PROJECT: Crusader Paper LOCATION: North Andover, Massachusetts PROJECT NO: 207339 TEST PIT NO: 1 LOCATION: North wall in the approximate area of column line B/1 ELEVATION: 35 +/- The building area had been cleared and rough graded EXCA VA TION EQUIPMENT Contractor: C&N Construction of Foxboro, MA Make: CAT Model: 320C Reach: 10' Capacity: N/A SOIL DESCRIPTION Light brown medium to fine Sand, some Silt, trace Gravel, roots, trace organics (frozen) Light brown medium to fine Sand, some Silt, trace Gravel u GROUNDWATER OBSER VA TION TIME DEPTH(FT) U/C* NONE ENCOUNTERED EXCAV. BOULDER DCPT EFFORT COUNT RESULTS QTY/CLASS H 0 n/a E ABBREVIATIONS F -Fine M -Medium C -Coarse F/M-Fine to Medium F/C-Fine to Coarse V -Very GR -Gray BN -Brown YEL-Yellow 0 1 n/a EXCAVATION EFFORT E -Easy M -Moderate D -Difficult TEST PIT DIMENSIONS LEGEND: BOULDER COUNT PROPORTIONS USED SIZE RANGE LETTER TRACE (0-100) L (FT) CLASSIFICATION DESIGNATION W (FT) 6"-18" A LITTLE (10-20%) SOME (20-35%) 18"-36" B AND (35-50%) II 36" AND LARGER C u GROUNDWATER OBSER VA TION TIME DEPTH(FT) U/C* NONE ENCOUNTERED EXCAV. BOULDER DCPT EFFORT COUNT RESULTS QTY/CLASS H 0 n/a E ABBREVIATIONS F -Fine M -Medium C -Coarse F/M-Fine to Medium F/C-Fine to Coarse V -Very GR -Gray BN -Brown YEL-Yellow 0 1 n/a EXCAVATION EFFORT E -Easy M -Moderate D -Difficult TEST PIT FIELD LOG � G PROJECT: Crusader Paper '.. LOCATION: North Andover, Massachusetts PROJECT NO: 207339 TEST PIT NO: 2 GEOTECHNICAL LOCATION: East wall in the approximate area of column line A/5.5 SERVICES, INC ELEVATION: 35 +/- The building area had been cleared and rough graded Engineer: EXCA VA TION EQUIPMENT GROUNDWATER Kevin Maynard OBSERVATION Weather: Contractor: C&N Construction of Foxboro, MA TIME DEPTH(FT) Partly Cloudy 30s Make: CAT Model: 320C Date: Reach: 10' Capacity: N/A U/C* NONE ENCOUNTERED January 31, 2008 DEPTH STRATUM SOIL DESCRIPTION EXCAV. BOULDER DCPT (FT) CHANGE EFFORT COUNT RESULTS (FT) QTY/CLASS 0 — 1.5' 1.5' Light brown medium to fine Sand, some Silt, trace Gravel, H 0 n/a roots (frozen) 1.5'— 8' Light brown medium to fine Sand, some Silt, trace Gravel E 0 n/a REMARKS: TEST PIT DIMENSIONS LEGEND: BOULDER COUNT SIZE RANGE LETTER CLASSIFICATION DESIGNATION PROPORTIONS USED ABBREVIATIONS F -Fine M -Medium C -Coarse EXCAVATION EFFORT E -Easy TRACE (0-100) L (FT) W (FT) 6"-18" A LITTLE (10-20a) F/M-Fine to Medium M -Moderate F/C-Fine to Coarse 18"-36" B SOME (20-350) V -Very D -Difficult GR -Gray AND (35-50%) BN -Brown 36" AND LARGER C YEL-Yellow u r1 J TEST PIT FIELD LOG + G PROJECT: Crusader Paper i\ S LOCATION: North Andover, Massachusetts PROJECT NO: 207339 + I TEST PIT NO: 3 GEOTECHNICAL LOCATION: East wall in the approximate area of column line A/2.5 SERVICES, INC ELEVATION: 35 +/- The building area had been cleared and rough graded Engineer: EXCA VA TION EQUIPMENT GROUNDWATER Kevin Maynard OBSERVATION Weather: Contractor: C&N Construction of Foxboro, MA TIME DEPTH(FT) Partly Cloudy 30s Make: CAT Model: 320C Date: Reach: 10' Capacity: N/A U/C* NONE ENCOUNTERED January 31, 2008 DEPTH STRATUM SOIL DESCRIPTION EXCAV. BOULDER DCPT (FT) CHANGE EFFORT COUNT RESULTS (FT) QTY/CLASS 0-91, 9" Dark brown forest mat/fill soil mix including roots and H 0 n/a organics (frozen) 911— 8' 8' Light brown medium to fine Sand, some Silt, trace Gravel E 0 n/a 8' — 9' Light brown medium to fine Sand, trace to little Silt E 0 n/a REMARKS: TEST PIT DIMENSIONS LEGEND: BOULDER COUNT SIZE RANGE LETTER CLASSIFICATION DESIGNATION PROPORTIONS USED ABBREVIATIONS F -Fine M -Medium EXCAVATION EFFORT E -Easy TRACE (0-10%) L (FT) C -Coarse W (FT) 6"-18" A LITTLE (10-200) F/M-Fine to Medium M -Moderate F/C-Fine to Coarse 18"-36" B SOME (20-350) V -Very D -Difficult GR -Gray AND (35-500) BN -Brown 36" AND LARGER C YEL-Yellow u TEST PIT FIELD LOG G PROJECT: Crusader Paper LOCATION: North Andover, Massachusetts a ,S PROJECT NO: 207339 , -�' f TEST PIT NO: 4 LOCATION: East wall in the approximate area of column line A/2.5 GEOTECHNICAL SERVICES, INC Engineer: EXCA VA TION EQUIPMENT GROUNDWATER Kevin Maynard OBSERVATION Weather: Contractor: C&N Construction of Foxboro, MA TIME DEPTH(FT) Partly Cloudy 30s Make: CAT Model: 320C Date: Reach: 10' Capacity: N/A U/C* NONE ENCOUNTERED January 31, 2008 DEPTH STRATUM SOIL DESCRIPTION EXCAV. BOULDER DCPT (FT) CHANGE EFFORT COUNT RESULTS (FT) QTY/CLASS . 0-11 1' Dark brown forest mat/fill soil mix including roots and H 0 n/a organics (frozen) 11-91 1 9' Light brown medium to fine Sand, some Silt, trace Gravel E 0 n/a REMARKS: TEST PIT LEGEND: BOULDER COUNT SIZE RANGE LETTER PROPORTIONS USED ABBREVIATIONS F -Fine M -Medium EXCAVATION EFFORT E -Easy DIMENSIONS TRACE (0-100) L (FT) CLASSIFICATION DESIGNATION C -Coarse LITTLE (10-200) F/M-Fine to Medium M -Moderate W (FT) 6"-18" A F/C-Fine to Coarse 1 SOME (20-35%) V -Very D -Difficult jl 18"-36" B GR -Gray AND (35-50%) BN -Brown 36" AND LARGER C YEL-Yellow F, L ' TEST PIT FIELD LOG ' G PROJECT: Crusader Paper �. _ y LOCATION: North Andover, Massachusetts 1 r + PROJECT NO: 207339 TEST PIT NO: 5 LOCATION: East wall in the approximate area of column line A/1.5 GEOTECHNICAL ELEVATION: 35 +/- The building area had been cleared and rough graded SERVICES, INC Engineer: EXCA VA TION EQUIPMENT GROUNDWATER Kevin Maynard OBSERVATION Weather: Contractor: C&N Construction of Foxboro, MA TIME DEPTH(FT) I Partly Cloudy 30s Make: CAT Model: 320C Date: Reach: 10' Capacity: N/A U/C* NONE ENCOUNTERED January 31, 2008 DEPTH STRATUM SOIL DESCRIPTION EXCAV. BOULDER DCPT (FT) CHANGE EFFORT COUNT RESULTS (FT) QTY/CLASS > 0-11 1' Dark brown forest mat/fill soil mix including roots and H 0 n/a organics (frozen) 1'— 2' 2' Light brown /gary medium to fine Sand, some Silt, trace E 0 n/a Gravel (fill) 2' — 8' Light brown medium to fine Sand, trace to little Silt E 0 n/a REMARKS: TEST PIT DIMENSIONS LEGEND: BOULDER COUNT SIZE RANGE LETTER PROPORTIONS USED ABBREVIATIONS F -Fine M -Medium EXCAVATION EFFORT E -Easy TRACE (0-100) L (FT) CLASSIFICATION DESIGNATION C -Coarse W (FT) 6"-18" LITTLE (10-20%) F/M-Fine to Medium M -Moderate A F/C-Fine to Coarse SOME (20-35%) V -Very D -Difficult 18"-36" B GR -Gray AND (35-50%) BN -Brown 36" AND LARGER C YEL-Yellow n U 1 TEST PIT FIELD LOG PROJECT: Crusader Paper LOCATION: North Andover, Massachusetts S PROJECT NO: 207339 TEST PIT NO: 6 LOCATION: South wall in the approximate area of column line B/1 GEOTECHNICAL ELEVATION: 38 +/- The building area had been cleared and rough graded SERVICES, INC Engineer: EXCA VA TION EQUIPMENT GROUNDWATER Kevin Maynard OBSERVATION Weather: Contractor: C&N Construction of Foxboro, MA TIME DEPTH(FT) Partly Cloudy 30s Make: CAT Model: 320C Date: Reach: 10' Capacity: N/A U/C* NONE ENCOUNTERED January 31, 2008 1 DEPTH STRATUM SOIL DESCRIPTION EXCAV. BOULDER DCPT (FT) CHANGE EFFORT COUNT RESULTS ' (FT) QTY/CLASS 0-11 1' Dark brown forest mat/fill soil mix including roots and H 0 n/a organics (frozen) ' P— 5' 5' Light brown /gary medium to fine Sand, some Silt, trace E 0 n/a Gravel (fill) 5'— 8' Light brown medium to fine Sand, trace to little Silt E 0 n/a REMARKS: 1 TEST PIT LEGEND: PROPORTIONS USED ABBREVIATIONS EXCAVATION EFFORT TRACE (0-100) DIMENSIONS BOULDER COUNT SIZE RANGE LETTER F-Fine M-Medium E-Easy L (FT) CLASSIFICATION DESIGNATION C-Coarse W (FT) 6"-18" LITTLE (10-200) F/M-Fine to Medium M-Moderate A F/C-Fine to Coarse 1 SOME (20-3596) V-Very D-Difficult 18"-36" B GR-Gray AND (35-50%) BN-Brown 36" AND LARGER C YEL-Yellow n TEST PIT FIELD LOG PROJECT: Crusader Paper LOCATION: North Andover, Massachusetts PROJECT NO: 207339 TEST PIT NO: 7 LOCATION: Detention basin GEOTECHNICAL ELEVATION: 32 +/- The site had been cleared and cut down to V below the SERVICES, INC bottom of the proposed detention basin Engineer: EXCA VA TION EQUIPMENT GROUNDWATER Kevin Maynard OBSERVATION Weather: Contractor: C&N Construction of Foxboro, MA TIME DEPTH(FT) Partly Cloudy 30s Make: CAT Model: 320C Date: Reach: 10' Capacity: N/A U/C* NONE ENCOUNTERED January 31, 2008 DEPTH STRATUM SOIL DESCRIPTION EXCAV. BOULDER DCPT (FT) CHANGE EFFORT COUNT RESULTS (FT) QTY/CLASS 0'— 8' Light brown medium to fine Sand, some Silt, trace Gravel, E 3 A n/a cobbles encountered below 7 feet. The top 6-8 inches were 1i J i 1 froaen. REMARKS: I TEST PIT LEGEND: BOULDER COUNT SIZE RANGE LETTER PROPORTIONS USED ABBREVIATIONS F-Fine M-Medium EXCAVATION EFFORT E-Easy DIMENSIONS TRACE (0-10%) L (FT) CLASSIFICATION DESIGNATION C-Coarse LITTLE (10-200) F/M-Fine to Medium M-Moderate W (FT) 6"-18" A F/C-Fine to Coarse SOME (20-35%) V-Very D-Difficult 18"-36" B GR-Gray AND (35-50%) BN-Brown 36" AND LARGER C YEL-Yellow rd - r L r L r F r L r r L 1 ' TEST PIT FIELD LOG !\G PROJECT: Crusader Paper \S LOCATION: North Andover, Massachusetts +� PROJECT NO: 207339 ► �" j TEST PIT NO: 8 LOCATION: Detention basin GEOTECHNICAL SERVICES, INC ELEVATION: 32 +/- The site had been cleared and cut down to V below the bottom of the proposed detention basin Engineer: EXCA VA TION EQUIPMENT GROUNDWATER Kevin Maynard OBSERVATION Weather: Contractor: C&N Construction of Foxboro, MA TIME DEPTH(FT) Partly Cloudy 30s Make: CAT Model: 320C Date: Reach: 10' Capacity: N/A U/C* NONE ENCOUNTERED ► January 31, 2008 DEPTH STRATUM SOIL DESCRIPTION EXCAV. BOULDER DCPT (FT) CHANGE EFFORT COUNT RESULTS (FT) QTY/CLASS 0'— 8' Light brown medium to fine Sand, some Gravel, some Silt. E Many A to B n/a One 4 foot boulder was encountered. The top 6-8 inches were froaen. REMARKS: TEST PIT DIMENSIONS LEGEND: BOULDER COUNT SIZE RANGE LETTER CLASSIFICATION DESIGNATION PROPORTIONS USED ABBREVIATIONS F -Fine M -Medium C -Coarse EXCAVATION EFFORT E -Easy TRACE (0-10%) L (FT) W (FT) 6"-18" A LITTLE (10-20%) F/M-Fine to Medium M -Moderate F/C-Fine to Coarse 18"-36" B SOME (20-35%) V -Very D -Difficult GR -Gray AND (35-50%) BN -Brown 36" AND LARGER C YEL-Yellow r L F L r r r r L F L r I L F L r r L r� I r L ' TEST PIT FIELD LOG G PROJECT: Crusader Paper LOCATION: North Andover, Massachusetts S PROJECT NO: 207339 TEST PIT NO: 9 LOCATION: Building interior in the approximate area of column line B/2 GEOTECHNICAL ELEVATION: 38 +/- The building area had been cleared and rough graded SERVICES, INC Engineer: EXCA VA TION EQUIPMENT GROUNDWATER Kevin Maynard OBSERVATION Weather: Contractor: C&N Construction of Foxboro, MA TIME DEPTH(FT) Partly Cloudy 30s Make: CAT Model: 320C Date: Reach: 10' Capacity: N/A U/C* NONE ENCOUNTERED January 31, 2008 DEPTH STRATUM SOIL DESCRIPTION EXCAV. BOULDER DCPT (FT) CHANGE EFFORT COUNT RESULTS (FT) QTY/CLASS 0-11 1' Dark brown forest mat/fill soil mix including roots and H 0 n/a organics (frozen) P— 4' 4' Light brown /gary medium to fine Sand, some Silt, trace E 0 n/a Gravel (fill) 4' — 4.5' 4.5' Dark brown forest mat including roors and organics E 0 n/a 4.5' — 8' Light brown medium to fine Sand, trace to little Silt E 0 n/a REMARKS: J TEST PIT LEGEND: PROPORTIONS USED ABBREVIATIONS EXCAVATION EFFORT TRACE (0-100) DIMENSIONS BOULDER COUNT SIZE RANGE LETTER F -Fine M -Medium E -Easy L (FT) CLASSIFICATION DESIGNATION C -Coarse W (FT) 6"-18" LITTLE (10-2096) F/M-Fine to Medium M -Moderate A F/C-Fine to Coarse SOME (20-35%) V -Very D -Difficult 18"-36" B GR -Gray AND (35-50%) BN -Brown 36" AND LARGER C YEL-Yellow n n n APPENDIX C Li LABORATORY TEST DATA n L 7 n Li n n Lj n Lj n F' 10C 9C 8C 70 Cr Z 60 LL Z 50 W U Cr W 40 CL 30 20 10 0 Particle Size Distribution Report % +3" % Gravel Coarse I Medium I Fine 0.0 0.0 1 0.0 0.0 SIEVE SIZE PERCENT FINER SPEC." PERCENT PASS? (X=NO) 1" 100.0 3/4" 100.0 1/2" 100.0 3/8" 100.0 #4 100.0 #8 100.0 #10 100.0 #16 100.0 #30 99.9 #40 99.1 #50 93.3 #100 50.8 #200 18.0 innV JILC - 111111. % Sand Coarse Medium Fine %Fines 0.1 1 15.11 66.8 18.0 Material Description Medium to fine SAND, little Silt Atterbera Limits PL= LL= P1= Coefficients D85= 0.2509 D60= 0.1723 D50= 0.1482 D30= 0.1006 D15= D10= Cu= Cc= Classification USCS= AASHTO= Ino speculcatlon provided) Sample No.: L-155-08 Source of Sample: On -Site Native Material Location: Test Pit #1 GEOTECHNICAL SERVICES, INC. Client: Channel Builders Project: Crusader Paper Addition North Andover, MA Goffstown, New Hampshire Project No: 207339 Remarks Date: 2/1/08 Elev./Depth: T-8' re 110 108 Q m. 104 102 COMPACTION TEST REPORT -- 9 11 13 15 17 19 21 Water content, % Test specification: ASTM D 1557-91 Procedure A Modified Oversize correction applied to each point Elev/ Classification Nat. Depth USCS AASHTO Moist. Sp.G. T-8' 2.65 ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 108.3 pcf 108.3 pcf Optimum moisture = 15.0 % 15.0% Project No. 207339 Client: Channel Builders Project: Crusader Paper Addition North Andover, MA • Location: Test Pit #1 GEOTECHNICAL SERVICES, INC. Goffstown, New Hampshire ZAV for Sp.G. _ 2.50 LL PI % > % < No.4 No.200 0.0 18.0 MATERIAL DESCRIPTION Medium to fine SAND, little Silt Remarks: L-155-08 Figure COMPACTION TEST REPORT 153 —1--t-4L_I — 148 I I 143 U CL a TTTG 138 133 ZAV for Sp.G. _ 128 �7��q 2.75 1 3 5 11 13 Water content, % Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction applied to each point Elev/ Depth Classification Nat. Moist. Sp.G. LL PI % > 3/4 in. % < No.200 USCS AASHTO GP 2.65 30.0 2.7 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 144.2 pcf 136.7 p cf Processed GRAVEL, little fine to coarse Sand trace Silt Optimum moisture = 5.8 % 7.8% Project No. 207339 Client: Channel Builders Remarks: Project: Crusader Paper Addition L-156-08 North Andover, MA • Location: Deloury Industries GEOTECHNICAL SERVICES, INC. Goffstown, New Hampshire Figure { HARRY F. DIZOGLIO, P.E. •' Consulting Engineer P.O. Box 19381 JOHNSTON, RHODE ISLAND 02919 (401) 934-2055 TO SALTONSTALL ARCHITECTS 380 Wareham Street Marion, MA. 02738 THE FOLLOWING WAS NOTED: FIELD REPORT #3 DATE JOB NO. May 14, 2008 SA 07-16 PROJECT TBI, Inc.- Recycle Center & Transfer Station LOCATION Holt Road No. Andover, MA. 01845. CONTRACTOR OWNER Owner Thomson Bros Industries WEATHER TEMP. oat AM Clear, Warm 74 -at 12:00 PM PRESENT AT SITE Site Contractor - JJ Paonessa Co. Bill Thomson, TBI R.A. Murdoch H. DiZoglio, Engineer > Shop drawings for the Nucor metal building system have been received, reviewed with comments and returned to Bill Thomson 5/8/08. Shop drawings from Barker Steel (rebar), sheet R01, for the interior support piers (14) for CBI, Inc. equipment have been reviewed and returned to Bill Thomson & R.A. Murdoch today. Bill Thomson relayed that we will be receiving test reports soon for the soil and concrete testing by Miller Engineering & Testing. R.A. Murdoch has formed the remaining perimeter foundation wall at the east side, line 13 with the returns at lines A and F to the high retaining wall; also formed is the interior wall enclosing the north end of the truck scale pit. The reinforcing steel has been set and secured properly; the column base anchor bolts along line 13 are being located and secured in the formwork; Murdoch will pour this section of concrete today to complete the perimeter foundation construction. The vertical pipe sleeves are being installed in the forms in the vicinity D-13 opposite the sump drain. The perimeter concrete wall along line F has been completed and backfilled to rough finish grade at the exterior. The high interior concrete push wall off of line 12 from line A to F has been completed forming the west wall of the truck scale pit. The 4" drain has been placed thru the lower wall to empty into the scale pit sump. The west side of > this wall is being prepared now to receive the damp-proof coating. All of the lower walls around the scale pit will also have damp -proofing applied later before backfilling. The high push wall has the steel inserts in the top of the concrete for the steel plate. Bill Thomson had Murdoch install angles at the wall top corners so that the steel plate can be extended to cover the top of the wall also. All of the completed concrete work appears to be of good quality. The interior of the building has been backfilled with structural fill to the approx. slab sub -grade from the west side about up to the 12 line. At about 1 PM the concrete placement for the formed walls at the east end started with the fresh concrete being deposited by chute directly into the forms. Murdoch's crew is placing the concrete with the use of vibrators. After these walls at the east side are stripped and cured, the scale pit area will be essentially ready for the Scale Company to begin their installation work. Reviewed shop drawing ROI for interior piers with Murdoch. COPIES TO Gerald A. Brown, Inspector of Buildings Thomson,Bill File: SIGNED MILLER ENGINEE- MANCHESTER, NH (603) 668-6016 NOR.THBORO, MA FAX: (603) 668-8641 FAX: (508) 3S` - i(e: PROJECT: TBI TRANSFER STATION - NORTH ANDOVER, MA , CLIENT: THOMSON BROTHER INDUSTRIES WEATHER: OVERCAST, WARM SOILS FIEU PURPOSE: To observe the earthwork activities and perfo EQUIPMENT OPERATING: 1 -Komatsu PC400 Excavator 1-Fiatallis Bulldozer 1-DynaPac Ten Ton Vibratory Roller 1 -Trench Roller WORK ACCOMPLISHED: If eve 6�e� .-vr T4s-15 "res - - 7 — 1-Fiatallis Front End -Loader 1 -Rock Truck 1 -Oversized Plate Compactor The site contractor (Paonessa) continues to backfill the interior wall on F line from 10 to 12 lines using the structural fill material. Each lift placed was compacted and then tested. Field Density Tests were performed in this area on this date, by using the Nuclear Density Gauge. The results of these tests indicated adequate compaction, as the measured densities were at least 95 percent of the maximum dry density, as determined by ASTM D1557 test method. Please refer to the Compaction Control Summary for today's Field Density test locations and results. PREPARED BY: Keith Schwotzer 9 a M d d d d d d d d d z 0 � O OP e e a or' rn (71 ON a rn a a, O� U R7 �aVv y e N �D vi °) 00 00 00 W Mho o �� 0; 0" rn a rn a a CN as a (71N O Z 0 oo b b v 0 vi 0 --ir -n b v fy O h f�f O�7 W f7 OG M h �G \0 •--� OC M b [- M 00 O 7 b M (71au I/[_ -Y71 � W aw h �� v h h h Vl h Vl Vl Vl Vl N 0 U fn o ^A 0 CAa ., l., 4A r v 4 v v n v -1 v r v r 7 n c c M ^ 0o U LC A 0 W °" a o W 0 z 0 Z w w w w x w w w w r z Ov W z oQ ii H& a! W w> a N J LL U 00 z 1 S Z a en $ ^ s s s s s s s s s S� o 0 0 0 0 o a o 0 ,. Fm- Z A A W� � a 0 c c `o R Q 00 00 00 00 00 00 00 00 doW A h r r vi r h r r vi u v, gj 0 N N ON t1l A. AN N A N 1D �p 9 a M AAAMILLER ENGINEERING & TESTING, INC. Menehestor, NH Northboro, MA Hooton, MA . (603)668-6016 (508)393.2607 (617)269.8829 Project Name: TBI TRANSFER STATION Client: THOMSON BROTHER INDUSTRIES Project No.: 08.044.NH Total Location: Truck scale pit; Foundation footing A -F,12-13 and Fr 4 - Sample Information (ASTM C31) Set No.: 1 I -L Truck No.: Date Placed: 4/8/2008 Ticket No.: Date in Lab: 4/9/2008 Cubic Yards Placed: Sampled By: E. Zink Time Batched: Time Sampled: Time Finished: Sample Location: Footing F. 11-12 Concrete Supplier: KINGSTON REDIMIX Compressive Strength Results of Cylindrical Concrete Specimen ASTM C 39 Set No.: 1 I -L 133 Water Added (gals): 18436 Slump (in) C 143: 4,25 150 Air Content (%) C 231: Concrete Temp. (F): 65 10:35 AM Air Temp. (F): 50 Unit Weight (pcf) C 138: Mix Information Admixtures: Mix Number: Method of Placement: Puma Mix Type: Design Strength (psi): 3500 Laboratory Test Results Strength vs T "ane Graph SOW 5000 a 4000 3000 2000 1000 0 7 14 21 28 35 Age in Days TYPES OF FRACTURE Type 7 Typo 2 Type 4 Typo 5 Comments: I HARRY F. WOW% P.E. Consulting Engineer P.O. Box 19381 JOHNSTON, RHODE ISLAND 02919 (401) 934-2055 TO SALTONSTALL ARCHITECTS 380 Wareham Street Marion, MA. 02738 THE FOLLOWING WAS NOTED: FIELD REPORT #4 ' Shop drawings from Barker Steel (rebar). Sheets ROI a. R DATE May 9-91 ?008 77.S A 07-16 PROJECT LOCATION Holt Road No nd(wer MA 01845 CONTRACTOR OWNER WEATHER TEMP. oat AM mat PM PRESENT AT SITE Site Contractor - U'Paonegga Co these drawings include reinforcing_ for the interior push was, interior bin walla and mezzanine wall fhn ingg 10 of the interior CBI equipment support piers have been completed. on the north tide hetween lines 'I & 6 Murdoch relayed that a CBI rep has been on site to check the anchor bolt locations on the four related piers The remaining two pair (4) of interior support piers b een lines 8 & 10 are formed and will he ready to pour concrete today; anchor bolts will be set by template in the top of the concrete piers as required The high interior wall off of line 12 has had the damp-proof coating applied, and the wall has been backfilled with the compacted structural fill. The exterior perimeter wall along line 13 and returns at lines A & F enclosing the truck scale nit have had the damp-proof coating applied and are backfilled to rough grade. R A .Murdoch has set and grouted all the building perimeter anchor bolt leveling plates._ The lower level floor area north of the truck scale nit has been backfilled and compacted to slab sub-grrade. Site excavation has beencompletedst west of the tock scale entrance door for the retaining wall to abut undation wall on line A• the precast concrete blocks for the wall are stockpiled on site; the face of the retaining wall needs to he kept hack from the 014 door opening jamb since the nominal 16' door is exterior face mounted - R A Murdoch bag formed the footings for the interi" pushwalls in the north west cornM lines I & E- reinfiarcing steel is being set; along line F, the lower co- -n-crete pier- tie b—ays- vd-11 he embedded in the push wall footing The drainage pipes have been installed at the perimeter- Ing the Wilding vvith 8" stubs up at each column line to accent the exit at lines A & F, the corn.r drain stubs should he relocated aroun, the corner on line 13fordown spout locations so that there will he no conflict with O.H. door ;asite ex- tiez„ris on the west side of the building nn tn_pro pgsretaini%all just COPIESTO :... .. ..: FIELDBill Thomson, TBI File: REPORT .. HARRY F. DiZOGL10, P.E. Consulting Engineer P.O. Box 19381 JOHNSTON, RHODE ISLAND 02919 (401) 934-2055 TO SALTONSTALL ARCHITECTS 380 Wareham Street Marion, MA. 02738 THE FOLLOWING WAS NOTED: FIELD REPORT #2 DATE JOB NO. April 25, 2008 SA 07-16 PROJECT TBI, Inc.- Recycle Center & Transfer Station LOCATION Holt Road No. Andover, MA. 01845 CONTRACTOR OWNER Owner Thomson Bros Industries WEATHER TEMP. 72. at 11.45 AM A Clear, Warm at PM ` PFESENT Al' SITE Site Contractor - JJ Paonessa Co. Rick Murdoch - Concrete Form Contractor H. DiZoglio, Engineer Met with R.A. Murdoch and issued updated structural drawings S-1 thru S-6 for field use. Also issued 1 set to Bill Thomson's office and Saltonstall Architects. Bill Thomson is away from his office this week. The concrete work is progressing very well. All of the perimeter concrete footings are completed; the scale pit floor (mat footing) has been placed and the surface is sloped to the drain. sump; the sump was formed with a length of 20" dia. corrugated drain pipe x T-0" deep. The 6)" PVC footing drain pipe has been placed and backfilled along the west side of the mat foundation and conned ed to the section installed below the footing along line F. The concrete footing has been completed along line F from line 5 to line 13 and south along line 13 connecting to the mat footing. All of the footing concrete work looks good. The reinforcing steel dowels are properly placed and protrude at the specified lengths. The west wall and grade beams have been formed and placed along line 1 from line A to F. The 3/4" column anchor bolts are placed and the wall is partially backfilled. The south wall along line A has been formed and placed from line 1 to 11 1/2. The door openings and column piers were properly located; the V column anchor bolts were set properly by template. This south wall has been backfilled. Murdoch is in the process of forming the section of the north wall from line 1 t/� to line 6 upon the completed footing. The reinforcing steel is being set and tied and the column anchor bolts are being located at each pier line. This wall will be ready for concrete placement early next week. Discussed thel foundation soil placement and testing with the foreman for Paonessa. The structural fill soil is being hauled in from Windham, NH; test reports will be submitted by Miller Engineering and Testing; they are also performing the on-site concrete testing. Site work is also progressing with the drainage and grading in the vicinity of the building foundations; the water line from the street connection is now installed to the outside of the building in the vicinity of lines 1 & 2 on the north. The metal building shop drawings for anchor bolt locations have been reviewed ok; the building steel columns need to be revised to fit the 2'-4" pier depths; we expect the revised design drawings next week. COPIES TO Gerald A. Brown, Inspector of buildings���D�0�� Bi Thomson; File: i1,' — SIGNED Date. �a. .. �.. . ,aORTIy pF 4„ao ,ti0 o? ° TOWN OF NORT/TALLATION PERMIT FOR GA 1 This certifies that . ...................... . has permission for gas installation . . �- . 41!�!p ........... in the buildings of .(I!.er'!��'G'�.. �...."....... at .... . f?��/. �....... , North Andover, Mass. Feel/. - Lic. No.. 7 ! ......... .. GASINSPECTOR Check 6030 MASSACHUSETTS UNIFORM APPUCATON FOR PERM(r TO DO GAS FrrnNG (Type or print) / _ . 0 Date (f! NORTH ANDOVER, MASSAC IUSETTS Building Locations Permit # 3 Amount $ co , Owner's Name V New Renovation D Replacement Plans Submitted /19- 11 SUB-BASEME BASEMENT " 2ND. FLOOR 3RD. FLOOR 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. FLOOR 8TH. FLOOR W 1�j G7 H FF y m �" OG w ti � � aC Q a� w oG w F 4 W > W d w Z Q x z O SUB-BASEME BASEMENT " 2ND. FLOOR 3RD. FLOOR 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. FLOOR 8TH. FLOOR (Print or type). Name t , �` one: Certificate Installing Company orp. Address 1LIL L Partner. Business Telephone 0 Firm/Co. Name of Licensed Plumber or Gas Fitter 0 _Q1 01 INSURANCE COVERAGE Check one: 1 have a current liability Insurance policy or it's substantial equivalent. YesNo� if you have checked yes, lease indicate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity Bond ED Owner's Insurance Waiver: I 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 13 Agent rl I hereby certify that all of the details and information I have submitted (or entered) ' above a . a i n ue and accurate to the best of my knowledge and that all plumbing work apd installati e run Permi ssued i pplication will be in compliance with all pertinent provisions of the Massachuse State s e ap r 14 t e neral Laws. own I (APPROVED (OFFICE USE ONLY) Signature of Licensed Plu Orras,Fifter Plumber Fitter LicensCrNumber . aster Journeyman /� cL n% � (t �L-L C � C) ; ; 0 O OOCiS� O c6 m : co 6 d 6L CL N � "5 W a 5 2 W U c O O Nyc0M0 C C 0 O Lf) (p J J ()OOH YY p N } N Z Q 00 U 00 0 0 00 Z Q r- � CL Z N N 3 C O O N N ZN O O�0 F- O— 5 LL Doo, Q o 0 FW Z `Lo mm 2 O m' w= O J J ON aco VQQ Z o0 ~ m Z v co m ZC6 Ld ..rn � a 0 LQrn 4 C14 Z N) O• o N a N U) LO w CD 0) J o,o, V o' �• 0, 0o v o A t W r' r' > m m V to rd :07 H N O O Z W v, 0o Q O ONO N (<o p m ��� m R V Pa �� O �toU c 2 `o H 2 O Wo M o OL v C -i ar m' O 00W— N a Fad 0 o C ci •o Z O a \ Q C, m U) H V C7 M U) p 0 U. 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W 0 J _ M U LL Q vz W 0.S aoo N p 1JL� 0 0 U )-m(OO TD Q LL 00 -,Do X00 (Jvv W CL 'o Y C', 0 04 U) 5 0 0 0 414 0 `J 9- Date ... 7?..�.../?.....0.. S.' °',``° '• "° TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that v�Al%P �/�................� . .........!....-................................. has permission to perform .... '@ p.4.,.c <vl''a t u ( 1, `e e c r C�� ................................................................... C. act'kr, p„ P'p wiringin the building of................................................................................... at ..... ..�.�........! � o 1 �.....�............................ . North Andover, Mass. Fee........... Lic. No.8. ... `G-�-�.n....--...H b! ELECCRICALINSPECCOR Check # Y 5 L b 8 Commonwealth of Massachusetts Official Use Only J Permit No. 0 Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/991 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK C— All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 27 CMR 12.00 J (PLEASE PRINT IN INK OR TYPE ALL INFOR TION) Date: -71(k C2 City or Town of:d� f �j Afg VE -w To the Insp ctor of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 356 ka H i9b Owner or Tenant Telephone No. Owner's Address J1q(Y?P Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building hib EIS- (Z) A 1 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 jjNature of Proposed Electrical Work:Se r� /`4, (,[(✓i Q� AJ ^AJ9 EiJc,Gltt-t`'�! CItl2CaI � Ab gl�t)UAIa s? 9 _-A/ CSnnletion of the following table may be waived by the Inspector of Wires. No. of Recessed Fixtures No. of Ceil.-Sus P• (Paddle) of TransFans Total rsformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of of Lighting Fixtures Swimming Pool rnd. Above 1:1rnd. ❑ Bo. o atterymergency Lighting Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS I No. of Zones o. of Detection andInitiating No. of Switches No. of Gas Burners Devices No. of Ranges No. of Air Cond. Tonsl No. of Alerting Devices Heat Pump Number Tons KW No. of Self -Contained No. of Waste Dis osers P Totals: Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑ MunicipalEl❑Other No. of Dryers Heating Appliances KW SecurityNtof Devices or Equivalent No. of WaterKW No. of No. of Data Wiring: Heaters Signs Ballasts No. of Devices or Equivalent Telecommunic ations Wiring: No. Hydromassage Bathtubs No. of Motors Total HP No. of Devices or Equivalent OTHER: ...- ...�. _..----'---"--•4------•_-_run_,... Attach additional detail i aesirea, or as requwreu my ane ia.�pecto J .• .. es INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless 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 same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and'p{enalties of p rjury, that the information on this application is true and complete./ � G FIRM NAME: hct;LIC. NO.: Licensee: Signatu LIC. NO.: (If applicable, enter "e-rempt " in the license number line) VBus. Tel. No. Address: Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. 1 am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE: S 1 Signature __. Telephone No. C C offset^ Use onl Commonwealth of Massachusetts Permit No. 1251 Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS (Rev. 11/991 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK Co C:— --�— All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 �} J (PLEASE PRINT IN INK OR TYPE ALL INFO TION) Date: % O_S' City or Town of: )Vatt2,i t A4 V€!t To theIns�r of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 350 Po /`f JCI) Owner or Tenant t%g(45414te,r rAPe>' �'. Telephone No. Owner's Address Sgrty ` Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building M2) f/ST e/ A l Utility Authorization No. Existing Service Amps / Volts New Service Amps / Volts Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: ;ems/o eA4* C /RC-;' r _f"b_ 40 Overhead ❑ Undgrd ❑ No. of Meters Overhead ❑ Undgrd ❑ No. of Meters ePy <-, puM fir' ilAi ► Aic C ntvrin,: n rthr_ follmvinQ table may be waived by the Inspector of Wires Attach additional detail it destrea, or as requtrea by the inspector oJ ., urs. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless 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 same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. ! certify, under the pains and penalties of p rjrtry, that the information on this application is true andcomplete. FIRNI NAME: v, (c1 n. LIC. NO.: Licensee: Signatu LIC. NO.: (If applicable, enter "exempt - in the license number line,) Bus. Tel. No.' Address:_ Alt. Tel. No.: 6Cy OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent Owner/Agent PERMIT FEE: b Signature Telephone No. v of Total No. of Recessed Fixtures No. of Ceil: Sus P• (Paddle) Fans ransformers KVA s Trans No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Above o In -o. Swimming Pool rnd. rnd. ❑ o mergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones rq—o. of Detection andInitiating No. of Switches No. of Gas Burners Devices No. of Ranges No. of Air Cond. Tonal No. of Alerting Devices Heat Pump Number Tons KW No. of Self -Contained No. of Waste Dis osers P Totals: I. Detection/Alerting Devices No. of Dishwashers S P g ace/Area Heating KW Local ❑ Municipal Connection F1Other No. of Dryers Heating Appliances KW Sec No of Devices or Equivalent No. of aterKW No. of No. of Data Wiring: Heaters Signs Ballasts No. of Devices or Equivalent Telecommunications Wiring: No. Hydromassage Bathtubs No. of Motors Total HP No. of Devices or Equivalent OTHER: Attach additional detail it destrea, or as requtrea by the inspector oJ ., urs. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless 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 same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. ! certify, under the pains and penalties of p rjrtry, that the information on this application is true andcomplete. FIRNI NAME: v, (c1 n. LIC. NO.: Licensee: Signatu LIC. NO.: (If applicable, enter "exempt - in the license number line,) Bus. Tel. No.' Address:_ Alt. Tel. No.: 6Cy OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent Owner/Agent PERMIT FEE: b Signature Telephone No. Date ....... I/ TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ..... r�- .............. Z .... ........... / C has permission to perform ....... d�.I......../ /........? .. Z-- .. ........ �Iiring in the building of ............ .... ................. /,North Andover, Mad 2. . .. ....... Lic. No. . . . ... ......... \' .... & Fee-/O� ELECTRICAL INS Check # THECOMMONN ALTHOFMAASSSACHUSETIS Office Use only DEPARTNIENTOFPUBIICS4FETY Permit No. BOARD OFFIREPREVE MONRF.GUTAHONS527CAM 12:(ill Occupancy &Fees Checked APPLICATIONFOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 /` (1 _ PLEASE PRINT IN INK OR TYPE ALL INFORMATION _ Date Lq Town of North Andover �S o To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work describe 1'ow. Location (Street & Number) A C i,.0 �� l Owner or Tenant l v. Owner's Address 44^ - p 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 ED Underground No. of Meters New Service Amps / Volts Overhead [= Underground No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No. of Lighting Outlets r No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures Swimming Pool Above Below Generators KVA round ground No. of Re4ptacle 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 Ranges No. of Air Cond. Total Tons No. of Detection and No. of Disposals No. of Heat Total Total Pumps Tons KW Initiating Devices No. of Sounding Devices No. of Dishwashers Space Area Heating KW No. of Self Contained Detection/Sounding Devices Local Municipal Other No. of Dryers Heating Devices KW Connections No of Water Heaters KW No. of No. of Signs Bailasis No) Hydro Massage Tubs No. of Motors Total HP OTHER• LlauarreCoverage. Pwalutttothetagtm�rlaysofMassadals�lsGala-alLaws Iha,& aa=t1J"tyhw&ix Pblityin kdngComple*-, Opwawm ComaWoritswbsaaialepvalat YES El NO Ihavesul n&dvandproofofsarnetotheOfflm YES YycubavedleckedYES *weindic*theMxofco gpby dleddrlgdrawbox. INSURANCE BOND MII R ?=se Spa*) FAmaledValueofE6cftxalWolk $ WbdmStatt IrWearonD.VReglested Rough Final SignedunderTi R ofpecjtuy. y / _ FHZMNAME ' l' � L o I � / (, S n V e LxmseNo. am \ A o 4 -z,, Signahue �'�— � �'tl LioawNo E1 WmT No. i S y arm 5 Z 6, -, wz �, ; � V Q �� Q�\ �; � �, Alt Tel No. OWNER'SINSURANCEWAIVER;IamawmdattheL msedoesnothavethommar=oDmngeoritswbs4armaleglimkitasopredbyMa%adn>sarsCietleJaws and thatmysigrolueon d ispemritappfication waives thisoTmem3 t (Please check one) Owner F-1 Agent Telephone No. PERMIT FEE Ll Signature ot Uwner or Agent 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 # OI 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 rry employees working on this job. Company name.- Address ame. Address a City: Phone #: Insurance. Co. Policv # Company name: Address City: Phone #: Insurance Co. Policv # ag req repos penalties of.a fine up to $1,5W.00 Failure to secure coverage as required Section 25u4 or MGL 152 can lead lathe imposition of criminal and/or one years' imprisonments rYelLas_civ[I.penalGesmlheimn-faSTOP VYCIRK ORDFR�wd_afine-d-($Il1A.DD)-ajlW.KjMnst.me. I r understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. / do hereby certily under the pains and penalties of perjury that the infama6an provided above is true and correct Signature Date Print name Phone* Official use only do not write in this area to be completed by city or town officiar City or Town Permit/Licensinn. 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Y,:,1,t;i;,.'�;1•\' 1l' •1' 7:r� .. . - 't!•,i it i,ii�,{)i'rr: J•.,J,i,y V.:�l?';(.r?. , y.,. il• ,. •(,,"K .:.j •. i• I'll j; .'�6•)•li:A'���1,';t;Jt::��r.f�Gt.'ti•fi``r l:: :�'.�� `ti', r•i•� , . .. .. � ..� .p iLS.i•'J.,L,rl�;•�Yf.,4,t':�VrNY•�?�i't.ri,''.1'::;,��''�j/jY;�i.ttli:ii��l �:,�,.i :';�::.•,.;.,p:'' � •. . 1.4(A------------ `'t.•e'� U..r }'1 of t11, .J• .lv, •1li•A}i� ,,1rr.rni I v..., �J! 2565 Date. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that . ... P�. ff ................ . . has permission to perform..LV...01.0.......................... plumbing in the buildings of .eA.v !�, c�.c Jl , , .4 /T at .. 35.C.). H � .....l.? Pr4.p............... . North Andover, Mass. Fee. Lic. No. 19.8.'.3 ... ............................. . PLUMBING INSPECTOR 10/30/95 14:43 a.00 PAID WHITE: Applicant CANARY: Building Dept. PINK: Treasurer GOLD: File Cti�1 *MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO 00 PLUMBING (Print a IF NORTH ANDOVER, . Masa. Data /0 to 9r Bunding ,/� Permit # • -2 t: GJ' Location Name N126'��'6e 4�z Co '-ii/e Name New ❑ Renovation ❑ Replacement Er Plana Submitted: Yes ❑ No. ❑ FIXTURE$ ....• _. _ Check one: Certificate Installing Company Name rh' 1! Va✓G1�i1� Address 3 �� a lel/ 3% ❑Partnership ` / — ❑ Firm/Co. Business Telephone 67a lo�'S-�3�'3 Name d Licensed Plumber INSURANCE COVERAGE:ecK I have a current liability Insurance policy or Its substantW equivalent. Yes U� No ❑ If you have checked y", pleaseIndicatethe type coverage by checking the appropriate box. A itablAy Insurance policy Other type d Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 d the Mass. General Laws, and that my signature on thla permit application waives this requirement. Check one: S;gntowner ❑ Agent ❑ store o er a Owner s Agent I hereby cot0ty that an of the detaAs and ini'mmatlon I hays tubm tted for entered) in above appfioatlon are true and acmaate to the best of my knowledge and that aU plumbing work and InttaAatlone Wormod under the p*mA iaswd br We applkatlon *A bo in cornpfiana with aA Winent proyisions of the Massachusetts State Plumbing Code and Chapter 142 of the 77n7e na • sea Plumbw We License Numbeir CttylTown ^ / Type of Plumbing Lksnse: Master lJ Ar'f' X?AD (OFFICE USE ONLY) Journeyman 0 at « wz W 1 1 s » Y w Y2 = « < ar 11-sl0 to w w ss r w s h u• ° M= ams 4 er • • a= 4 a z s• s s 1 z V s s• O 0 w- ',00s e- 4 i 4 ti— 0 4 rs 0 s es • ea ata 66 a F V 4 s Y ti >� • Q s O V 1YX� sura-eafwT. •Aet<MSMT IST FLOOR INDFLOOR 5110 FLOOR 4TH FLOOR 5TH FLOOR sTH FLOOR 1TH IPLO0r1 aTH FL0011 I ±tftl Check one: Certificate Installing Company Name rh' 1! Va✓G1�i1� Address 3 �� a lel/ 3% ❑Partnership ` / — ❑ Firm/Co. Business Telephone 67a lo�'S-�3�'3 Name d Licensed Plumber INSURANCE COVERAGE:ecK I have a current liability Insurance policy or Its substantW equivalent. Yes U� No ❑ If you have checked y", pleaseIndicatethe type coverage by checking the appropriate box. A itablAy Insurance policy Other type d Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 d the Mass. General Laws, and that my signature on thla permit application waives this requirement. Check one: S;gntowner ❑ Agent ❑ store o er a Owner s Agent I hereby cot0ty that an of the detaAs and ini'mmatlon I hays tubm tted for entered) in above appfioatlon are true and acmaate to the best of my knowledge and that aU plumbing work and InttaAatlone Wormod under the p*mA iaswd br We applkatlon *A bo in cornpfiana with aA Winent proyisions of the Massachusetts State Plumbing Code and Chapter 142 of the 77n7e na • sea Plumbw We License Numbeir CttylTown ^ / Type of Plumbing Lksnse: Master lJ Ar'f' X?AD (OFFICE USE ONLY) Journeyman 0 • r Date.... OtHORTM 9ti RECE1VfB*AY #PRTH ANDOVER ht tE° d'6 O p NORM,IT FOR GAS INSTALLATION U N91 9SSACHU$ Y � I ...... .... This certifies that ... l f.? .?`.f'. !� !. ,.�r�/J(�.. has permission for gas in allation yt� t. re°t�. ��.: ! �f r i E .. . in t e buildings of 1.f, !.f. : ii,/..r. f/ .... `J at North Andover, Mass. Fee . r-'7-?..... Lic. No... J ......................... . r; GAS INSPECTOR WHITE: Apo�eg—nnt CANARY: Building Dept. PINK: Treasurer GOLD: File ,�� MASSA HU SpETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (NInNORTH ANDOVER, , Mass. dale Bullding�� Permit Location 0 6 L �/� Owner'a ' Name 7S /V dm, New O Renovatlon p Replacement O Plans Submitted: Yea No [Q Installing Company Nam Business Telephone 696 25,??O Name of Licensed Plumber or Gas Filter , . .. 1 Check one: Ci Partnership O Firm/Co. INSURANCE COVERAGE: : Chec�O-,No ne I have a current Ilebllfty Insurance policy or its substantial equivalent. Yes O If you have checked yes, please Indicate the type coverage by checking the Appropriate box. A liability Insurance policy O Other type of Indemnity El Bond O Certificate 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: %naturs of Owner of Owner's ant Owner O Agent O I nereoy ceniry tnet an or the details and Information 1 have submitted (or entered) knowledge and that all plumbinp work and Installations performed under the perm pertinent provisions of thhe Massachusetts State Gas Code and Chaotes-WAihac eY THIS CIty/Town AF'f' UVED (OFFICE USE ONLY) Tof License: R, Plumber Signature of Lkx Gasntter aster License Number Journeyman tion are true and application wIlLb the best of my nce with all NMI Installing Company Nam Business Telephone 696 25,??O Name of Licensed Plumber or Gas Filter , . .. 1 Check one: Ci Partnership O Firm/Co. INSURANCE COVERAGE: : Chec�O-,No ne I have a current Ilebllfty Insurance policy or its substantial equivalent. Yes O If you have checked yes, please Indicate the type coverage by checking the Appropriate box. A liability Insurance policy O Other type of Indemnity El Bond O Certificate 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: %naturs of Owner of Owner's ant Owner O Agent O I nereoy ceniry tnet an or the details and Information 1 have submitted (or entered) knowledge and that all plumbinp work and Installations performed under the perm pertinent provisions of thhe Massachusetts State Gas Code and Chaotes-WAihac eY THIS CIty/Town AF'f' UVED (OFFICE USE ONLY) Tof License: R, Plumber Signature of Lkx Gasntter aster License Number Journeyman tion are true and application wIlLb the best of my nce with all . m Z to C , 31 p� -i n fi m D n 2 � o b m t -� v 0 m N O z p i N �° �p tJ m n I t v O c to z m Z to C , ; p� fi n � o b t -� m t O p i z �° o � o t v c to z o m A yr a o .w v i • 1 S M 0 m to , n ' b w -� rm- O p z � o p to z o • o .w v m 0 0 , 2 Q s � N � rn -1 • -1 Z O � Date . ` .�F.............. . r ,40RT/y TO1#N--OP NORTH ANDOVER PERMIT FOR GASINSIA LATION °sem.,, �, cod°� •'��.(�'J \�Vj\ t� This certifies that .......................... �' ............... f has permission for gas installation .:'.... f ..................... . in the buildings of . r -'z.6 r: e.1. . ..L at .. _ .......�. ' .' . +. ......... , North Andover, Mass. Fee. Lic. No ?. j(."( ......................... . GA3,INYp CTOR WHITE: Applicant CARARY: Building Ddpt. PINK: Treasurer GOLD: File k ACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING � � tPrint or Type) C NORTH ANDOVER Mass. Date 7,SO 3•-7 BS Building Location I' p / ? Permit # L s of Owners Name ('rusRcle� r-��� y ? Newt` Renovation II Replacement Plans Submitted FIXTLIPES (Print or Type) Check one: Certificate Installing Company Name f w, wrnerr',Sous Corp. Address 23 3eyeU()AKS -,Rz) Q Partner. _i110ztciq jt! A v1f5 Zl Q Firm/Co. Business Telephone: Sig_ GI;7_ p,l7 Name of Licensed Plumber or Gas Fitter WeS 7urt7eC Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other Insurance Waiver: 1, the undersigned this application does not have any one Signature of owner/agent of property type of indemnity Q Bond Q have been made aware that the licensee of of the above three insurance coverages. Owner Q Agent Q 1 hereby certify that all of the details and information 1 have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations perfomtcd under' Permit issued to. this application will -be in compliance with all P="ent provisions of the RSasuchusetts State Gas Code and Chapter 142 of the General Laws. By Title City/Town: APPROVED (OFFICE USE ONLY) TYPE LICENSE :; �- (� 1'', Plumber Gasfitter Signature of Licensed aster Plumber or Gasfitter Journeyman License Number V • No No ONE ONE 0 N (Print or Type) Check one: Certificate Installing Company Name f w, wrnerr',Sous Corp. Address 23 3eyeU()AKS -,Rz) Q Partner. _i110ztciq jt! A v1f5 Zl Q Firm/Co. Business Telephone: Sig_ GI;7_ p,l7 Name of Licensed Plumber or Gas Fitter WeS 7urt7eC Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other Insurance Waiver: 1, the undersigned this application does not have any one Signature of owner/agent of property type of indemnity Q Bond Q have been made aware that the licensee of of the above three insurance coverages. Owner Q Agent Q 1 hereby certify that all of the details and information 1 have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations perfomtcd under' Permit issued to. this application will -be in compliance with all P="ent provisions of the RSasuchusetts State Gas Code and Chapter 142 of the General Laws. By Title City/Town: APPROVED (OFFICE USE ONLY) TYPE LICENSE :; �- (� 1'', Plumber Gasfitter Signature of Licensed aster Plumber or Gasfitter Journeyman License Number v a m do O a r z 0 m m m z a r z N m A O z V w O C1 m N N 2 N V m A O z 3 5 ; Date... �...... °.<"`° TOWN OF NORTH ANDOVER PERMIT FOR WIRING Thiscertifies that ............... ............... .......................................................... 1 !gas permission to perform .............. i;�................................................................ ,wiring in the building of ..... '/ ' .......... ............................... at............................................. ,,... ......... ,North Andof; s. )Fee................... Lic. No./ .l�/"�D.......... �......... j ELECTRICAL INSPECTOR Check # �� L7 f Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN LVK OR TYPE ALL INFORMATION) Date: City or Town of: To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 356 1 �D /� lett Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No (Check Appropriate Box) Purpose of Building 00 rx) 7 (1(1 j) ('t -T� Utility Authorization No. Existing Serviced00C) Amps a7 ` S� Volts Overhead ❑ Undgrd Eg"" No. of Meters / New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: /tjoe7-F/ 5)d,5. Or wi &06 - /'AJd -Z 00 4 50 b - Completion of the following table may be waived by the Inspector of Wires. No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑In- ❑ rnd. rud. o. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. o Detection andInitiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers Heat Pump Totals: Number Tons I KW I No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems: No. of Devices or Equi alent No. of Water KW Heaters 0.0o. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: 2ttcch addition^! �+ !ci! fdesired or as required hp the lmpector nl Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless 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 same to the permit issuing office. CHECK ONE: INSURANCE [3"' BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under thepains andpenalties ofperjury, that the information on this application is true and complete" FIRM NAME: /1 LIC. NO.: 1�119/k Licensee: /ar) �- a_,Lt j Signature LIC. NO.: e" 25 %U/ (If applicable, enter "exempt " in the licens number linIQBus. Tel. No.: - 75D - 6 ,Pr9Ud Address: /U 91 l) /LTi T_P� xJ A , lir 1 /h°3� S. %%i2 D/ 9a 3 Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally 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: $ /,5-0, �p Location No. _ Date 01 HORTM TOWN OF NORTH ANDOVER jMjjjWgft S Certificate of Occupancy $ > = ' Building/Frame Permit Fee $ 'ss,C„UsE`Oppyoiation Permit Fee $ Ql�o oggZvOO Permit Fee $ Sewer Connection Fee $ Wattooerr Connection Fee $ �5T0 12— $ pEC Building Inspector Div. Public Works Location Mik el Date TOWN OF NORTH ANDOVER p Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ 1921a/ater Connection Fee $ TOTAL $ A O�C Building Inspector Div. Public Works PERMIT I APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. (/PAGE 1 MAP 4-40. LOT NO. 2 RECORD OF OWNERSHIP JDATE BOOK ;PAGE ZONE SUB DIV. LOT NO.I CATION � x.f p Ap�oe PURPOSE OF BUILDING C OA , n LC` . -C WNE�O R S NAME cc kin e a'.5 Q60up- "%� /� ��. NO. OF STORIES � SIZE WNER'S ADDRESS O /�j7, BASEMENT OR SLAB ARCHITECT'S NAME /,p SIZE OF FLOOR TIMBERS 1ST 2ND 3RD UILDER'S NAME /� T+� T SPAN DISTANCE TO NEAREST BUILDING / DIMENSIONS OF SILLS "' POSTS DISTANCE FROM STREET I DISTANCE FROM LOT LINES - SIDES /hLs� /' (� REA - 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 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 1 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 DATE FILED -j a_ 10 F E E H442*= oA7(.y PERMIT GRANTED �. 19��- 6A-' S7&lr- OWNER TEL, I CONTR. TEL. I CONTR. LIC. # — 2 1992 3 PROPERTY INFORMATION LAND COST EST. BLDG. COST 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 BUILDING INSPECTOR 1 OCCUPANCY SINGLE FAMILY STORIES MULTI. FAMILY OFFICES _ APARTMENTS FORCED HOT AIR FURN. _ CONSTRUCTION 2 FOUNDATION I 8 INTERIOR FINISH B 1 2 I= PINE HARDW D PLASTER CONCRETEJII CONCRETE BIL K. BRICK OR STONE PIERS _ AIR CONDITIONING DRY MALL _ RADIANT H'T'G UNIT HEATERS GOAL _ _ UNFIN. 3 BASEMENT AREA FULL FI Gf TDIr FIN. B'M'TAREA '/. 1/1 '/. FIN. ATTIC AREA _ NO 8 MT FIRE PLACES _ HEAD ROOM MODERN KITCHEN _ 4 WALLS I 9 FLOORS CLAPBOARDS B _ 1 _ 2 �_ 3 _ _ _ DROP SIDING WOOD SHINGLES CONCRETE EARTH ASPHALT SIDING ASBESTOS SIDING VERT. SIDING HARDW D ASPH. TILE STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STIRS. 6 FLOOR _ BRICK ON FRAME CONC. OR CINDER ELK. WIRING STONE ON MASONRY STONE ON FRAME _ SUPERIOR I- I POOR ADEQUATE NONE 10 PLUMBING 5 ROOF GABLE I 1 HIP 1 II BATH 13 FIX.) I WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING _ TAR 8 GRAVEL STALL SHOWER ROLL ROOFING MODERN FIXTURES 6 FRAMING 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER EMS. d COLS. STEAM STEEL BMS. & COLS. HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS GOAL 7 NO. OF ROOMS FI Gf TDIr 1st 13rd 1 11 NO HEATING { I BUILDING RECORD 12 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. O z 4 a ON T-4 W Cd w� a 00o x 0 a O U a C v m O U m ww°'cn O w u W m O H 74 m w A w ~ z° v Q o 0 c c m c D c v o ` C H O_ C n V V Q, c ea eo 2 EQ c p .mo a � E o= c .. "" os c NR m m L N � 3 C m N 'O W �E EN o x:mo y � t � O : CMnoc :�CyQ ac.c �y O ] ACi•�Z 2'ono 1� o ymp� W CO ccLL. y.r F. •y O.t O C ac E c3 ,o 0 y Wi CO p m C COD = m� O� Z t0 = 0 ca H = S * m CL*- O F. z 0 U z 0 U If) L U CD i O co O O G CO) O M* O L - CL O C O co C..7 H O O Q .CL H C 0 cc _cc COD �. i O s co C. CA C co O � �o co O Q 0. om< /�/cc C `Y J .O O Z co CL CO) C J a Z LL - ;z O Q LU z 0 U It 4 NOR7/r O 9 ,SSACMUS� Date.. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that ....` �..�....•�• �•••••••••••••• has permission to perform ... .....(.),,,4'./.: ......... I�+plumbing in the buildings of ...C..f. `-�. •�•�. '• •�• d.'. at ... 3.1 e,... f ...1. �.. ........... North 'Andover, Mass. —v >c. No../D.. �_...... .Fee..5.� . .� . PLUMBING INSPECTOR Check .H C / 11-1 r - 7692 P MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSACHUSETTS 6 Building Location Owners Name Date Permit # 7/ �` 1 Type of Occupancy Amount s^j New jj Renovation ri Replacement Plans Submitted Yes No (Print or type) I \1 e one: Certificate Installing Company Name —JC1 Corp. Address Partner. Business I elephone Firm/Co. Name of Licensed Plumber: U L Insurance Coverage: Indicate ke type of insurance coverage by ch cking the appropriate box: Liability insurance policyIq Other type of indemnity ❑ Bond Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted or entered) in ab pli n are true and accurate to the best of my knowledge and that all plumbing work and installation erfo nd t su d r this application will be in compliance with all pertinent provisions of the Massachusetts S to P e d ap 42 of the General Laws. By: igna u o icense u er Type of Plumbing License Title 9 a GS APPROVED i ense um er 11PPROVED (OFFICE USE orrLY Master Journeyman MMMMMM MM MM MM o M WM MM MMMMMMM MW MW MM MMOMMMMMMMM —M No (Print or type) I \1 e one: Certificate Installing Company Name —JC1 Corp. Address Partner. Business I elephone Firm/Co. Name of Licensed Plumber: U L Insurance Coverage: Indicate ke type of insurance coverage by ch cking the appropriate box: Liability insurance policyIq Other type of indemnity ❑ Bond Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted or entered) in ab pli n are true and accurate to the best of my knowledge and that all plumbing work and installation erfo nd t su d r this application will be in compliance with all pertinent provisions of the Massachusetts S to P e d ap 42 of the General Laws. By: igna u o icense u er Type of Plumbing License Title 9 a GS APPROVED i ense um er 11PPROVED (OFFICE USE orrLY Master Journeyman TOWN OF PERMIT FOF Date. . ,TION This certifies that ................... has permission for gas installation .... A X! .: ........ in the buildings of ... ............... at ......... North Andover, Mass. Fee... U ... Lic. No., ..... .... L . GA INSPECTOR Check #e-'/('-/- 6361 a MASSACHUSETTS UNIFORM APPUCATON FOR PERMIT TO DO GAS FrFnNG (Type or print) Date f NORTH ANDOVER, MASSACHUSETTS Building Locations C Permit # 6,3,1-1 A Owner's Name mount $ > a L�J� A New Renovation Replacement ❑ Plans Submitted SUB-BASEM ENT BASEM ENT 1ST. FLOOR 2ND. 3RD. FLOOR FLOOR 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. 8TH. w W a O e x w w H z w a SUB-BASEM ENT BASEM ENT 1ST. FLOOR 2ND. 3RD. FLOOR FLOOR 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. 8TH. FLOOR FLOOR Name or --- O / I Ct \7-/(,,, PA, Address I / ri- — Name of Licensed Plumber'or Gas Fitter M CQ o � o a o a> w �- A �- x I hereby certify that all of the details and information I have submitted (or entered) in best of my knowledge and that all plumbing work and installati pe der I compliance with all pertinent provisions of the Massachuse State C de e one: Certificate Installing Company Corp. Partner. Firm/Co. are true and accurate to the r this application will be in the General Laws. Signature of Licensed Plumber Or Gas Fitter Plumber Las Fitter icense u erg Master Journeyman Y CHANNEL Letter of Transmittal To: Gerald Brown Town of North Andover Building Department 1600 Osgood Street North Andover, MA 01845 Ph: (978)688-9545 Fax: (978)688-9542 Subject: Geotechnical Update WE ARE SENDING YOU THE FOLLOWING: Transmittal #: 89 Date: 3/6/2008 Project: 07-041 Crusader Paper 350 Holt Rd N. Andover, MA01845 Sent Via: e-mail 355 Middlesex Avenue Wilmington, MA 01887-2163 Ph: (978)657-7300 Fax: (978)657-7788 Document Type Copies Date No. Description Attachment 1 03-05-08 Revised Design Input from GSI.pdf THESE ARE TRANSMITTED as checked below: r For bids due R For your use r As requested r For review and comment r For approval REMARKS All - Copy To: r Approved r Approved as noted r Revise and resubmit r Other r Resubmit _ copies for approval r Submit _ copies for distribution r Return _ corrected prints Please see attached letter regarding a conversation between GSI and CBC regarding the on-site soils. Shawn Knightly From: Knightly, Shawn (Channel Building Com) Signature: If enclosures are not as noted, kindly notify us at once. Page 1 of 1 GEOTECHNICAL SERVICES INC. A Geotechnical Engineering A Environmental Studies -4 Materials Testing .A Construction Monitoring d March 5, 2008 Mr. Jonathan Krygeris Channel Building Company, Inc. 355 Middlesex Avenue Wilmington, MA 01887 Advance Copy by E-mail:jk@channelbuilding.com RE: Geotechnical Design Input (Revised) Addition to the Crusader Paper Company Building North Andover, Massachusetts GSI Project No. 207339 Dear Mr. Krygeris: This letter summarizes the two items I discussed with you by telephone today on the subject project, which is under construction at the moment. Item 1. We understand that select Structural Fill is being trucked to the project site and used in backfilling in the floor slab area of the proposed Addition. At the time of the preparation of our report (February 6, 2008), you had expressed the desire of using the excavated on-site material as backfill, which we had classified as Common Fill. Because of the "deficiency" of the excavated on-site material, we had recommended in our report (February 6, 2008) certain enhancements in placing the backfill for the support of the floor slab. Because of the replacement of the excavated on-site material (Common. Fill) with Structural Fill, the Structural Fill shall be placed in compacted lifts up to 12 inches below the bottom of the floor slab, a layer of Tensar BX 1200 geogrid (or equivalent) shall be placed, and subsequently the top 12 -inches of compacted Structural Fill shall be placed. Item 2. This item refers to the vertical drainage element along the backside of the exterior wall. With the availability of the Structural Fill, it may replace the Processed Gravel (i.e., the 2 ft wide zone immediately behind the wall) as the vertical drainage element. The perforated PVC drain pipe "detail' as prescribed in our report (February 6, 2008) shall be constructed. Very truly yours, GEOTECHNICAL SERVICES, INC. Cetin "Chet" Soydemir, Ph.D., P.E. Senior Geotechnical Consultant C:1207339letterOWarcho8 A 12 Rogers Road, Haverhill, MA 01835 A 978/374/7744 A FAX 978/374/7799 18 Cote Avenue, Goffstown, NH 03045 .t 603/624/2722 A FAX 603/624/3733 A �GEOTECHNICAL SERVICES, INC. ♦ Geotechnical Engineering ♦ Environmental Studies ♦ Material Testing ♦ Construction Monitoring FOUNDATION SUB -GRADE E VAL UA TION REPOR T PROJECT: Crusader Paper Company PROJECT NO.: 207339A LOCATION: North Andover MA WEATHER: Partly Cloudy 40F INSPECTION DATE: 3/3/2008 CONTRACTOR: Channel Building Company CLIENT: Channel Building Company SITE CONTRACTOR: C & N Construction SITE CONTACT: Dave Mellen FIELD TECHNICIAN: Kevin Maynard FOUNDATION PLAN: S1.0 GEOTECHNICAL REPORT: By Geotechnical Services and dated February 6, 2008 The GSI Field Representative arrived on site at the above referenced project to evaluate the competency of foundation subgrades prepared in advance of concrete placement. Foundation subgrades prepared for this evaluation are as follows: Exterior footing subgrades for perimeter foundation walls COLUMN LINES: Northwest and Northeast wall lines The bearing strata were visually observed to consist of: Brown M -F sand, some silt, little gravel An allowable bearing capacity of 1.25 was adopted for design, as indicated on the foundation plan. The sub -grade was proof -rolled in the following manner: With a large pro qac single -drum vibratory roller The moisture conditions at the time of inspection were as follows: Moderate The cohesive strata was tested with a pocket penetrometer and yielded the following average results: N/A tsf. Dynamic cone penetrometer testing, from 6 to 12 inches, exhibited the following resistance: N/A blows per inch. Concrete placement is scheduled for: March 4. 2008 or March 5, 2008 The contractor intends to protect the sub -grade in the following manner: ❑ Due to the unstable bearing conditions the GSI engineering staff was consulted and recommended the following steps: ,[The bearing strata were found to be competent upon which to place concrete spread footings. The root laden soils and organic material were removed from with the footing area to competent native bearing strata. In areas of over excavation, usually no more than 5-6 inches. Crushed stone was employed to raise the subgrade surface to the bottom of footing elevation. A large pro pac single drum vibratory roller proofrolled the native subgrade, which was stable when compacted. ❑ The sub -grade is a fill and in order to verify competency several field density tests were performed an&a soil sample was collected for a proctor test. Reviewed by: Date: Donald C. Walden, Director of Testing q 18 Cote Avenue Goffstown, N.H. 03045 Phone: 603 / 624 / 2722 Fax: 603 / 624 / 3733 0 12 Rogers Road, Haverhill, Ma. 01825 Phone: 978 / 374 / 7744 Fax: 978 / 374 / 7799 Lab at1on No. a 7 2 1,S Date NORTh TOWN OF NORTH ANDOVER Certificate of Occupancy $ 41 • ; Building/Frame Permit Fee $ 'ss�cwust`� Foundation Permit Fee $ Other Permit -F64 $ Sewer Connection Fee $ Water Connection Fee $ -----''— TOTAt= $ CJ Building Inspector 6673 Div. Public Works P4 w 0 1 Z (� �4 r- e H 0 O O H d LW .r•I Ll • z C7 V) n n N — . x ri {. r E • �4 r- 0 O O LW .r•I Ll • G co H • O � w E • U > O • O v • +� �4 a • U 04 3 • v O U] v v • O 4-J >, 4-J b ' 1� ami b •� o • cl v cl In • H v 24 � • O U � • _-q w - O • RS W : C O ' co x v 4J .,� v� . .. E 1010 •� • a •� o -4-3 m 4J W O • 4J • oD G v o ao x • a o � ao • v •r•i c� •ri • U 4J r a • U ca v • cCi U + }4 • o o a 3 ao • v is co E� v a v >, o W N v J�J H +) - b v Cn O R1 4-) W O 4-3 w O H m ;J �4 'd O W w u O � Q U v b v v H 4-J 4-) 4-) a I -I cn O }4 O h ° -C a z o > — . x ri {. r SIGN PERMIT.APPLICATION NORTH ANDOVER BUILDING DEPARTMENT Division of Planning & Community Development Date Filed: /D1Z//93 1. Site Address .�S"l� A10Z T' moo. ; -y 2. Owner 3. Applicant C�.PISs,�� ��,a CornP.�,✓Y 4. Number of Signs / Size of Sign(s) 4 X G 5. Site of Proposed Sign(s) J.5D A—/7-,PoyO oiYfc.o,v7- Z~ A,.1 6. Materials: 7. How attached: (a) Against the wall ( ) (b) Roof ( ) (c) Ground ✓ ( ) (d) Other ( ) 8. Illumination: (a) Not illuminated ( ) (b) Internally illuminated ( ) (c) Illuminated from separate service-_(,4- 9. ervice(,4'9. Proposed Colors: Background Ldyeir-c Lettering '4�"fw_ Border. 10. Will sign overhang any public road or walkway: Yes ( ) No 11. If Yes, Name of Agency who will provide liability insurance: 12. Attachments: ( ) -;Photographs of building ( ) Material sample ( ) Color samples ( ✓) Site or Plot Plan .(Required for all free-standing signs) ( -;Drawings of proposed sign ( ) Other, specify 13. Is Board of Appeals decision required? Yes ( ) No (y' Signature ofOApplicant [i -w vow 14E -.4w vogm...f.a"CWW..M IMIE AOCQ�L •A corm