The URL can be used to link to this page

Home My WebLink AboutMiscellaneous - 1160 GREAT POND ROAD 4/30/2018 (2) f � it BUILDING FIL t { CJ 0 0 file l 1 iW �� D C Z CX �1 0 t � � � :, Now 6 6 S 6 . 1 e 17 11 3 10 16 Y kxo 1 i 1. fl � la 19 BROOKS SCHOOL 1160 Great Pond Road, North Andover, Massachusetts 01845 1. Robert Lehman Art Center 10. Admissions&Head of School's Office 20. Athletic Center 2. Henry Luce III Library 11. Dalsemer Room&Frick Dining Hall 21. Blake House 3. Health Center 12. Alumni House 22. P.B.A.Hall 4. Science Center 13. Auditorium 23. Chace House 5. Classroom Building 14. Danforth Squash&Rowing 24. Hettinger East&West 6. Gardner&Merriman Houses 15. Summer Programs 25. Peabody House 7. Whitney House 16. Thorne House 26. Russell House 8. Head of School's House 17. Wilder Dining Hall &Student Center 27. Boathouse 9. Ashburn Chapel 18. Facilities Office ®South Entrance in ®Service Entrance 19. Hockey Rink Admission Parking 0 North Entrance r 1 Certifirate ofiffame Rega.5taft"ie Date Manufactured AZTEC TENTS Invoice Number: 0220745-IN 2665 COLUMBIA ST Customer P.O.: 12/9/2016 TORRANCE,CA 90503 (800)228-3687 Customer Number. CHR030 This is to certify that the materials described below have been flame retardant ' treated(or are inherently flame retardant). }` r -ri ♦ Min Mesa F.222.0a -1 `t California Cornp, Lam•Tex 121 14,16,16ox F 419.01 e - Coated Fauna Clear Vinyl 16ga/20ga F-570.02 Christian Party Rentals DAF ClearVmpl ./20pa F79 DAF DAF F•593.02 18 Clinton Drive t <.• exclusively Expo PolySateen liner F434.01 Hollis, NH 03049 •J •e"t Ferran Pre[dMraint 2 9.444.01 L }- - ,�3-" Ferran Pnicantnlnt 702 F-444.08 Phillips Textiles Phll-Tex UMr F•500.01 PJC Tech. Deco Cloth/Vebn F-504.01 Snyder WEanatapan F•140.01 Tn Vantapa Fl,"a Sunalllla F-368.05 Certification is hereby made that the articles described below hereof are made T„Vantage PatldSDo F-121.62 from a flame-retardant fabric or material registered and approved by the To Vantage Big Top F-121.10 California State Fire Marshal for such use.The fabric has been tested and IT' Vamapa W01-d Weolon 9.069.01 TR varnape e0lon/Coa91IM 9.069.01 passes NFPA 701 Large Scale.See chart to right for trade name of Versndap Du aswn 81673,81515 F-530.01 flame-resistant fabric or material used and additionally referenced on the label of the fabric panel. THE FLAME RETARDANT PROCESS USED WILL NOT BE REMOVED BY WASHING David Bradley General Manager-Manufacturing Name of Applicator or Production Superintendent Title of Applicator or Production Superintendent ITEM CODE ITEM DESCRIPTION UNIT ORDERED PRODUCED Z318T100E040B/O 100x40 2pc Series 2000 TP UW EACH 1 1 w/New Plates Includes Jumper Ropes Only Blockout White (Tie Downs Not Included w/Top) Z318T100M040B/O 100x40 Mid Series 2000 TP UW EACH 2 2 w/New Plates Includes Jumper Ropes Only Blockout White (Tie Downs Not Included w/Top) lL irate Page:�Certif of acme Date Manufactured AZTEC TENTS Invoice Number: 0220745-IN 2665 COLUMBIA ST Customer P.O.: 12/9/2016 TORRANCE,CA 90503 (800)228-3687 Customer Number. CHR030 This is to certify that the materials described below have been flame retardant f treated(or are inherently flame retardant). rum sBrum Math F-222.04 Calif mla Cceno. tem-Tex 12,14,16,1801 F-419.01 Coateo Fa6riea Clear Vinyl 16ge/20ga F-570.02 Christian Party Rentals l;: OAF Clear Vinyl 269a/209a F-593.01 1 _ DAF DAF F-593.02 18 Clinton Drive - .; Exclusively Expo IftlySateer,Uner F434.01 Hollis, NH 03049 A - ` ,` Fenn procantraint 502 F-444.01 fFmran Free Mint 702 F-444.08 y Finglps Textiles Phil-T"Uner F-500.01 FVC Teti. Deco Ciotti/Velm F-501.01 ! Snyder WeatnerVan F-140.01 Tn Vantage Fr on 5-Mo. F-368.05 Certification is hereby made that the articles described below hereof are made Tit Vantage Fatiosm F-121.02 from a flame-retardant fabric or material registered and approved by the Tit Vantage Big Tap F-221.10 California State Fire Marshal for such use.The fabric has been tested and Tn vantage Van..I;coaa"WftlF-069.01 Tn vantage WMltm/CmRIIne F-069,03 ' passes NFPA 701 Large Scale.See chart to right for trade name of VetseldagID—kin 51673,81515 1F-s3o.o1 flame-resistant fabric or material used and additionally referenced on the label of the fabric panel. THE FLAME RETARDANT PROCESS USED WILL NOT BE REMOVED BY WASHING David Bradley General Manager-Manufacturing Name of Applicator or Production Superintendent Title of Applicator or Production Superintendent - - N - OWN "N ITEM CODE ITEM DESCRIPTION UNIT ORDERED PRODUCED Z318T100E040B/O 100x40 2pc Series 2000 TP UW EACH 1 1 w/New Plates Includes Jumper Ropes Only Blockout White (Tie Downs Not Included w/Top) Z318T100M040B/O 100x40 Mid Series 2000 TP UW EACH 2 2 w/New Plates Includes Jumper Ropes Only Blockout White (Tie Downs Not Included w/Top) y r. ., r •. .tJ Pape: 1 Certifttrate of jf1ame Rot.5tattre K I Date Manufactured AZTEC TENTS Invoice Number: 0220745-IN 2665 COLUMBIA ST Customer P.O.: i 12/9/2016 TORRANCE,CA 90503 (800)228-3687 t Customer Number: CHR030 This is to certify that the materials described below have been flame retardantO treated(or are inherently flame retardant). "'^ Mardi r Sr In .f Mean F-272.04 C2IjM raa Comb. l M-Tex 12,14,16,180z F-419.01 .. ^ Coated Fabna Oear Vinyl 16981 2098 F-573.02 Christian Party Rentals ` OAF Oar Vlnyl 16ga/20ga F-593.01 _ DAF DAF F-593.02 18 Clinton Drive y Exclusively Expo IPOIYSatftn Urer F-434.01 Hollis NH 03049 '`` Ferran P chlor 502 F•444.01 I Ferran Pecantralnt 702 F-444.08 Ph1II1p5Teztlles Pnn•Tex Liner F-500.01 PJC Tent. Decd Uah/velon F-504.01 1 Snyder Weetherspan F-140.01 IT"Vantage FIMS19 Sunbrella F-368.05 Certification is hereby made that the articles described below hereof are made Tn Vantage Pa11P 500 F-121.2 from a flame-retardant fabric or material registered and approved by the IT6 Vantage 1 Big Top F-121.10 California State Fire Marshal for such use.The fabric has been tested and Tn Vantage V°^°Va/ oebld '-069.01 Trl Vantage Weblon/Coasnlrle F-069.01 passes NFPA 701 Large Scale.See chart to right for trade name of Ve sddag Duraex n 81673,83515 F•s3o.o1 flame-resistant fabric or material used and additionally referenced on the label of the fabric panel. THE FLAME RETARDANT PROCESS USED WILL NOT BE REMOVED BY WASHING David Bradley General Manager-Manufacturing Name of Applicator or Production Superintendent Title of Applicator or Production Superintendent t ITEM CODE ITEM DESCRIPTION UNIT ORDERED PRODUCED Z318T100E040B/O 100x40 2pc Series 2000 TP UW EACH 1 1 w/New Plates Includes Jumper Ropes Only Blockout White (Tie Downs Not Included w/Top) Z318T100M040B/O 100x40 Mid Series 2000 TP UW EACH 2 2 w/New Plates Includes Jumper Ropes Only Blockout White (Tie Downs Not Included w/Top) F `"1 r Page: 1 Certif irate of iffame RemOanre Date Manufactured AZTEC TENTS Invoice Number. 0220745-IN 2665 COLUMBIA ST Customer P.O.: 12/9/2016 TORRANCE,CA 90503 (800)228-3687 Customer Number. CHR030 This is to certify that the materials described below have been flameretardant treated(or are inherently flame retardant). Shah i 4 , SnAn Mean 1 -222.0, f C�lifania Com.. =.Tax 12,]I.]6.18ox F-419.01 I t ~ Coated Fanta Our Vinyl 16ge/20ga F-570.02 Christian Party Rentals DAF Oar Vinyl 1696/2098 F-593.01 L OAF DAF F-593.02 18 Clinton Drive / ExtlusfVaty Expo PolySat"n Uner F-131.03 Hollis NH 03049 `'` Ferran Preomtaint 502 F-144.01 t c .I Ferran Pemitralnt 702 F-441.08 Phillipa Textiles Phil-Tex Uner F-500.01 _ P/C Tech, Deco cloth/VHon F-504.01 Snyder WMtharapan F-140.01 Tit Vantage R.N.Suribrella F-368.05 Certification is hereby made that the articles described below hereof are made Th Ventage Patio Soo F-121.02 from a flame-retardant fabric or material registered and approved by the TO Vantage Big TOP F-121.10 California State Fire Marshal for such use.The fabric has been tested and T.Vantage Yengw d alin F-069.01 Tit Ventage Webbs/Coastillne F-069.01 passes NFPA 701 Large Scale.See chart to right for trade name of V.,"d g Duraalun 01673.Bi 1 F-530.01 flame-resistant fabric or material used and additionally referenced on the label of the fabric panel. THE FLAME RETARDANT PROCESS USED WILL NOT BE REMOVED BY WASHING David Bradley General Manager-Manufacturing Name of Applicator or Production Superintendent Title of Applicator or Production Superintendent l y .a ITEM CODE ITEM DESCRIPTION UNIT ORDERED PRODUCED Z318T100E040B/O 100x40 2pc Series 2000 TP UW EACH 1 1 w/New Plates Includes Jumper Ropes Only Blockout White (Tie Downs Not Included w/Top) Z318T100MO40BIO 100x40 Mid Series 2000 TP UW EACH 2 2 w/New Plates Includes Jumper Ropes Only Blockout White (Tie Downs Not Included w/Top) J f I Date.... .. ................. TOWN OF NORTH ANDOVER PERMIT FOR WIRING s`SACHU This certifies that ........... ...... ......................................... .. ................ ......................V has permission to perform .) .............. . e....... C ................... ,13,e 0 Ott A wiring in the building of........................................ L) ..........................................;.........I................ at ............I.W.o....@�f.e-*........per.j....... .14..:.../,�North Andover,Mass. ............. ...................... .............. ........ 4-ee 171r�� Lic.No.�a< .............................. ............... ............ ...................... ELECTRICAL INSPECTOR Check 4t i e t,ommoruvealth o� aesace� cial Use Only Permit No. 1ffi2—1 Y eLJePartmeret o��ire�ervice� Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Co (ME ,527 CMR 12.0 (PLEASE PRINT IN INK OR TPEA L INF TION) a6 Date: qC) — Qo/y City or Town of: To the Inspector of Wires: By this application the undersig gives n tice of his or her int ntion to perform the elec ri work dFFiJbied bel W. Location(Street& ber) () j (� 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 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: G�1 r C_0 r Com !,tion o th,\following table may be waived by the Ins ector of Wires. .of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total o - Transformers KVA � No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ o.of Emergency Lighting rnd. rnd. Batteg Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Total ..."""'."'"'.... Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances Kms, Security Systems:* No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts I No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: 1r Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: d (When required by municipal policy.) Work to Start: 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 coverage is in force,and has exhibited proof of sam rmit issuing office. CHECK ONE: INSURANCE, BOND ❑ OTHER ❑ (Sp :) �(��Cj �� I certify,under the pains and 1 e alties of perjury,that the injor ati thi ron is true an complete. FIRM NAME: Surveillance Specialties dba Securadyne s LIC.NO.: 2515C Licensee: Arthur J.Bourque III Signature LIC.NO.: 3920D (If applicable enter "exempt"in the license number line.) k Np,•978-688-4444 Address: 600 Research Drive-Wilmington, MA 01887 It.Tel.No.: - - *Per M.G.L.c. 147,s.57-61,security work requires Department o ublic Safety"S"License: Lic.No. SSC000723 OWNER'S INSURANCE WAIVER: I am aware that the Lic see does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this quirement. I am the(check one)❑owner ❑owner's a ent. Owner/Agent Signature Telephone No. PERMIT FEE. ♦ ' Client#: 1696423 124SECURSYS ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDrrM) 8/28/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: BB&T Insurance Services,Inc. PHONE,Ext 706 354-3893 alc,N.): 8663172202 A/C,No 1071 Founders Blvd. E-MAIL ADDRESS: Suite B INSURER(S)AFFORDING COVERAGE NAIC# Athens,GA 30606 INSURER A:Everest Indemnity Insurance Com 10851 INSURED INSURER B:Technology Insurance Company 42376 Securadyne Systems Intermediate LLC INSURERC:Philadelphia Indemnity Insuranc 18058 Surveillance Specialties Ltd INSURER D: 14900 Landmark Blvd Suite 350 INSURER E: Dallas,TX 75254 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDD/YYYY MM/DDIYYYY A GENERAL LIABILITY 51GLOO6369141 8/31/2014 08/31/201 EACHOECCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY PREMISES Eao"ccTurrence $50000 CLAIMS-MADE Ex�OCCUR MED EXP(Any one person) $5,000 X BI/PDDed:1,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X LOC $ C �,UTOMOBILE LIABILITY PHPK1178583 5/22/2014 05/22/201 EaaacccdentNED SINGLELIMIT $1,000,000 BODILY INJURY(Per person) $ X ANY AUTO ALL OWNED SCHEDULEDBODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE X HIRED AUTOS X NON-OWNED AUTOS Per accident $ A UMBRELLA LIAB X OCCUR 51CCO02251141 8/31/2014 08131/2015 EACH OCCURRENCE $10000000 �( EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED I X RETENTION$10000X $ B WORKERS COMPENSATION TWC3415856 5/22/2014 05/22/201 TO Y LIMITATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1 OOO OOO OFFICER/MEMBER EXCLUDED? F NIA E.L.DISEASE-EA EMPLOYEE $1,000,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below IL- DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Suiplemental Named Insureds-Securadyne Systems LLC,Surveillance Specialties Ltd, Surveillance Specialties Ltd dba Securadyne Systems NE,Securadyne Systems Southeast LLC,Intelligent Access Systems of North Carolina LLC,Intelligent Access Systems Holdings LLC. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Electrical Inspector; Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 1600 Osgood St North Andover,MA 01845 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #Sl28964231M12887811 CALA V Date.:�:-- . ..1�y . .. .. .. „ORTM TOWN OF NORTH ANDOVER pf ��ao ,s,ti 3= �` PERMIT FOR MECHANICAL INSTALLATION 1- F s i � • '!►9SSAC.Nu5Et4 This certifies that . �!' `.�!�: t ;� 1� !• ' • ... . . . . . . . . . . t �1�,1i�L .r �lr •� � ,has permission for mechanical installation . . .... ..�. . .. . . In the buildings of . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . North Andover, Mass. Fee. 1c, :� 7.� Lic. No.��.f.�.�r. . . . .. . . . . . . . . �. . . . .�... . . GASINSPECTOR WHITE:Applicant CANARY: Building Dept. PINK:Treasurer �1 Commonwealth of Massachusetts .� Sheet Metal Permit permit# "I Date ,� Permit Fee: $ bn : d Job Cost: 3 ' `✓ NO, Estimate plans Reviewed: YES — VNO— Plans Submitted: YES — applicant License# j 'lam Applicant ormation: Business License# Owner/ Job Location Property Business Information: V s Name: Name: +f J I�-�Jl1G Street: 1Nu0 A sj,{L - Street: `g b City/Town: �d h City/Town* Telephone: Telephone: attached: YES Photo I.D.req — N� uired/ COPY of Photo I.D. , Building Type: Multi-family — Condo/Townhouses 1 Residential: 1-2 family ✓ Institutional Office__ Retail__ Industrial__ Educational Commercial: p/ over 35,000 cu. under 35,000 cu.ft• _— Building Cubic Footage: Renovation: New Work: completed: Chimney/Vents Sheet metal work to be comp .HVAC v/ Metal Roofing_— Kitchen-Exhaust System description of work to be done: provide brief G �a �J PCS N - Ac-- tit INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 YesvNo❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy ❑ Other type of indemnity D", Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box❑,I 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 sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Progress Inspections Date Comments n Final Inspection Date Comments Type of License: By [Y'Master Title ElMaster-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval Sheet Metal Commercial Guidelines/Life Safety/Critical Systems Inspection Checklist Yes No N/A, Set of stamped engineering documents and detailed description of mechanical system to be installed has been provided All workers performing sheet metal work onsite has valid Massachusetts sheet metal license All sheet metal work being performed with proper journeyperson-to-apprentice ratios Fire dampers with access door properly installed and checked for operation Smoke and combination fire/smoke dampens with access doors properly installed- actuator checked for proper operation(May also be verified by fire department during fire alarm testing) Duct smoke detectors with access doors properly located (May also be verified by fire department during fire alarm testing) Smoke/atrium exhaust systems installed and operation verified (May also be verified by fire department during fire alarm testing) Stair pressurization systems installed(where required)and operation verified(May also be verified by fire department during fire alarm testing) Grease/kitchen hood exhaust system installed with all seams and connections welded airtight with properly located cleanouts. Proper cleal`ances, fire rated enclosures and pressure testing required. .Seismic Yes,;_arnts installed-EF131�.r `required'on equipment and dr1:.t:. ,; Duct penetrations in fire'ratQ ivali-3 and flo6rs sealed Metal roofing systems installed watertight using proper materials and fasteners Flexible duct runs installed 6'-0"maximum length Ductwork installed using proper hanger spacing,hanger stock,threaded rod and angle iron Ductwork/plenum connections sealed substantially airtight Ductwork insulated by means of external covering or internal lining Volume dampers installed for each supply air branch duct New/clean-properly sized filters installed(final inspection) Testing and Balancing report complete(final sign-off) I I Sheet Metal Residential Guidelines/Inspection Checklist Yes No N/A Detailed description and sketch of sheet metal system to be installed has been provided All workers performing sheet metal work onsite has valid Massachusetts sheet metal license All sheet metal work being performed with proper joumeyperson-to- apprentice ratios Equipment sized per heating/cooling load calculations Duct work sized per manual "D"calculations Bath/shower rooms contain mechanical exhaust fan vented outdoors Electric dryer exhaust properly installed maximum total run 35'-0", maximum flexible run 8'-0" Flexible duct runs installed 14'-0"maximum length Volume dampers installed for each supply air branch duct Ductwork installed using proper gauges and hangers Ductwork/plenum connections sealed substantially airtight Ductwork insulated by means of external covering or internal lining New/clean -properly sized filter installed(final inspection) Testing and Balancing report complete(final sign-off) C,GMMONWEALTFI OF MA ' SSACNUSE 9'I t Ail—METAL WORKERS ► AS A"MASTER-UNRESTRICTED YE:E ISSUES THE ABOVE LICENSE TO 1 JOSEPH: F 0 NEIL, JR ,a_ �a0 JUDITH E DRIVE .4 +I 7fWKSBUI2Y 111718 /14_ 11/28 2865D6: - •? :ter Client#:2515376 RENAHVA ACORD,. CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) 7/30/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER NAME:CONTACT Caren L.Fortin,CISR Gaudette Insurance Agency,Inc HONK E 508 234-6333 FAX AIC No): 1-508-234-8121 One Plummers Corner E-MAIL Whitinsville,MA 01588-2100 ADDRESS: cfortin@gaudette-insurance.com 508 234-6333 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Peerless Insurance INSURED INSURER B:A.I.M.Insurance Company AIM003 Renaud HVAC and Controls,Inc. INSURER C:Excelsior Insurance Company 18 Providence Road PO BOX 26 INSURER D: Sutton,MA 01590 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �TR TYPE OF INSURANCE NSR WVD POLICY NUMBER BR MM/DDY EFF MMIDIDY EXP LIMITS A GENERAL LIABILITY X CBP5820902 4/06/2014 04/0612015 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY RAVAGE TO RENTED MI a occurrence $100,000 CLAIMS-MADE FX�OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERALAGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY 7X PRO El LOC $ JECT C AUTOMOBILE LIABILITY BA8844632 4/03/2014 04/03/201 COMBINED SINGLE LIMIT Eaaccdent $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED Fv__1 SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ A X UMBRELLA LIAB X OCCUR CU8840949 4/06/2014 04/06/201EACH OCCURRENCE $5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 DED I X RETENTION$10000 $ B WORKERS COMPENSATION WC STATU- OTH- X WMZ80080063602014A 4/06/2014 04/06/201 X AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEY/N OFFICER/MEMBEREXCLUDED? a NIA E.L.EACH ACCIDENT $500000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $5OO OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required CERTIFICATE HOLDER CANCELLATION Town of North Andover MA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 1600 Osgood St. Bldg 20 Suite 2035 AUTHORIZED REPRESENTATIVE No.Andover,MA 01845 If 42C) A Itza c-ln�qff-WIMUWD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S847371M82719 KAB � ® a � � a v v a v ► v 380arb of Regi5tration of 6beet Actal lvorkevq ,r -30abing -5ati,5fieb the requiremeutq of j.a!5.5acbu.5ett!g Oenerar 'Lain Cbapter 112, 6ectiou 237 tbrougb 231 cnaub W, Vel;l;lVIKIl,, 1XIL"."Ontrot,5 3s i!g berebp grauteb tbi.5 certificate no. 73 a5 ebibeuce to practice a!6,. a i Cells eb *beet '41etat gum" Req;.5 on tbi.5 30th bap of 6eptember 2010 In TvAimoup lftreof, i!g bereunto affixeb the name of the (Executibe director of the �Woarb October 6 2010 Cxecut-W Dr spate �9 10 a Of NORTH q BUILDING PERMIT c? TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received / �, <M„ ` S�I `�E�� Date Issued: CHU IMPORTANT: Applicant must complete all items on this page LOCATION I e 1� PROPERTY OWNER y , _nt IPdnt MAP NO: PARCEL: Q ✓ ZONING DISTRICT: Historic District ”' yes Machine Shop Village yes n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family Addition ❑ Two or more family ❑ Industrial 'VAIteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg Oth`rs, � ❑ Demolition ❑ Other D Septic ❑Well ❑ Floodplain 0 Wetlands ❑ Watershed [district ❑Water/Sewer AbA- w�>Aaj I r�—O��nV44&* AgAN) ME4 aVk GlAM�, �gyM,&+ r-w- Identification Please Type or Print Clearly) OWNER: Name: &7A/,s SCKMt Phone: "TW(O 101 Address a +- EbVIC1/ CONTRACTOR 'Name: . Phone- s:1 �`7- . } AI's Supervisor's,Construction License: Exp. Date: - �aTIT Horne Improvement License: Exp. Date: ARCHITECT/ENGINEER 14014nn I Phone: (o IT Address: Reg. No. �a Is FEE SCHEDULE:BULDING P�/ p E",RM�IT.MOO PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125,00 PER S.F. Total Project Cost: $ 4, t 4S6ot -00 FEE: $ SfP,?7��'. d _ Check No.: a Receipt No.: �78� NOTE: Persons contracting i re is ontractors do not have access t he uarenty and _ r" Signature of Agent/Owner w � Signature of contracto Building Department `rhe following 19'a-list of the'fequired.forms to be filled out.for the appropriate.permit to.be obtained. Roofivg, Siding, Interior Rehabilitation Permits - 6 ' Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I:C. And/Or C:S.L- Licenses ❑ Copy of Contract Li Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products " NOTE: All dumpster.permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ' ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract o Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apu•�al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.tted with the building application Doc: Doc.Building Permit Revised 2012 Dimension- Number of Stories: Total square feet of floor area, based on Exterior dimensions._ _Total land-area; sq. ft.: ELECTRICAL: Movement of.Meter,location-, mast-or service drop requires approval of Electrical Inspector Yes No DANGER-ZONE LITERATURE: -Yes No MGL-.Chapter 166.section 21A.--F and G min.$100=$1000 fine NOTES and DATA— (For department use r 1 I I i El Notified foricku - Date P p Doc.Building Permit Revised 2010 -: 'Plans Submitted-❑ Plans Waived ❑._: ...-_...Certified Plot Plan ❑ Stamped Plans ❑ TYPE-DFSEWERAGEDISPOSAL" Public Sewer ❑ Tanning/MassageBody Art 0 Swimming Pools ❑ Well ❑ Tobacco Sales Food Packa_ginglSales ❑ Private..septic tank,etc._ ..- Permanent D'ainpster.on Site ❑. 1HE_.FO.LLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF U FORM DATE REJECTED DA E: ;�R VED )PLANNING & DEVELOPMENT El - ! t`y COMMENTS $ on ,CONSERVATION Reviewed on l v Si nature , l COMMENTS HEALTH Reviewed on Signature COMMENTS V� I!S, L c" ✓Y` Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection Driveway Permit I PW Tow;! En nneer: Signature: Located 384 Osgood Street FIRE DEPART iVT.:-Temp Dumpster on site yes no Located-at 124 Ma ,, Street _ --Fire Departmer t.signaitu"reldate'`" r COMMENTS r ' Location No. D' / S' DateZ-- TOWN ,I • - OF NORTH ANDOVER . :, Certificate of Occupancy Building/Frame Permit Fee $ A, 7 Foundation Permit Fee $ Other Permit Fee $ { TOTAL Check4. # �, "Bui(l ing Inspector HOR7H 2 e• - r•o T 4 a +o �SSFlCHUSE� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 099-15 on 7/29/2014 Date: June 30, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1160 Great Pond Road MAY BE OCCUPIED AS Ashburn Chapel IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Brooks School 1160 Great Pond Road North Andover, MA 01845 Building Inspector Fee: PrePaid $100.00 Receipt: 27827 Check : 255309 d IL Town of ndover No. 014-- - `rh � „f ver, Mass, O 1' 2 cocHIC"EWICK S V BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT �' -S �� `' BUILDING INSPECTOR ............ .............................................................................................................. ZZ.0 Foundation has permission to erect .................... buildings on ............ .............l��f:� .................. p� ..... ........ .. ........ Rough�JZ 2o to be occupied as /../G.� ��' > �� : � ............... _p ...... .......... .-�P .....4.... .... ... ........ ..... Chimney ..................... provided that the person accepting this permit shall in every respect conform to the terms of the application -� ,nai '4� fit on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and /?arg fi/1 Construction of Buildings in the Town of North Andover. &-Vi Rough UMB NG INSPECT R �� f/ VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ErC� SSPECTOR UNLESS CONSTRUCTIO TARTS Rough C �� Service BUILDIN NSPECTOR GAS IN--SPEC O Occupancy Permit Re uired to Occupy Buildin Rough Display in a Conspicuous Place on the Premises — Do Not Remove Finalf 'oo xw� No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No, Smoke Det. vu,,r��z ��Z�, �. oNo.7M,y � a Ay �/rO4n.•rr•`19 �'SSACN�SEi CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 099-15 on 7/29/2014 Date: June 30, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1160 Great Pond Road MAY BE OCCUPIED AS Ashburn Chapel IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Brooks School 1160 Great Pond Road North Andover, MA 01845 Building Inspector Fee: PrePaid $100.00 Receipt: 27827 Check : 255309 d The COMynonwealth of Massachusetts Department of Public Ori ,Ashburton Place .�'as�Gt�n M 02 C R11FIC " Chapter ATE Fob USE 00 ELEVA +tuft pter 1434 General Laws, as amended l.e�ca art: 1 °� � �Grea Great Pond Road, North Andover IIIA Capacity: 35O0 Pounds Speed. -_._._ Feet per minute State 10#: 210---232 F. T #: 009006 ISSUed on, 04/0112015 F. F Exp1res: 02/28/2016 �',, �,�► Apply for R94nsptction � ' Thoma 80 dsys Rrtor to Expiration oat*. , Gatat nts commkolmor IN CASE OF ACCIDENT NOTIFY (508) 820•1 t, REPORT UNSAFE CONDITIONS To BUILDING #44 AT ONCE. MANAGER!' OWNER Location No. 9 7 l Date Z . - TOWN OF NORTH ANDOVER • { • Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee p,, $ -- TOTAL (" $ Check# 6 151ding Inspector l NORTH A 9 o r f r ,SSACH�SES I TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 60 Days from April 15, 2015 Building Permit Number 099-15 on 7/29/2014 Date: April 15, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1160 Great Pond Road MAY BE OCCUPIED AS Ashburn Chapel IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Brooks School 1160 Great Pond Road North Andover,MA 01845 Building Inspector Fee: $50.00 Receipt: 28675 Check : 176 Location �`� / No. Date i . - TOWN OF NORTH ANDOVER • 'Irm r64� • Certificate of Occ�Tpancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Checks26 vn) Building Inspector SS�CHU`+f TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 60 Days from February 15, 2015 Second Temporary CO—Waiting on State Inspection of New Elevator Building Permit Number 099-15 on 7/29/2014 Date: February 12, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1160 Great Pond Road MAY BE OCCUPIED AS Ashburn Chapel IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Brooks School 1160 Great Pond Road b North Andover,MA 01845 Building Inspe for Fee: $50.00 Receipt: 28482 Check : $50.00 o %A0RT1j Town of . � ndover Y 0 - to No. * - �` C% h ver, Mass, o LAKI coc"ICNEWrc« I.9 ADR-ATED S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ............�.. ......sc " ................................................................ BUILDING INSPECTOR . . ................ Foundation has permission to erect .......................... buildings on `/ ......... ...... ... ........ Rough to be occupied as ...... ..... ....... � ......��.....4:...4�....��. ........re:, .........:............. ............... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and V. Construction of Buildings in the Town of North Andover. � UMB NG INSPE 1R Rough ��" VIOLATION of the Zoning or Building Regulations Voids this Permit. z`��, Final PERMIT EXPIRES IN 6 MONTHS E CTRICW 5.SPECTOR UNLESS CON STRUCTIO TARTS Rough C Service ................. �UIMPECTO`R' GAS INSPEC Ojt� Occupancy Permit Required to Occupy Buildin Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. sa Utdoi��z y'Rcc�1 O�AORYN Ati v �SSACH�SEt TEMPORARY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Valid for 60 Days from December 15, 2014 Building Permit Number 099-15 on 7/29/2014 Date: December 15, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1160 Great Pond Road MAY BE OCCUPIED AS Ashburn Chapel IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Brooks School 1160 Great Pond Road North Andover,MA 01845 Building Inspector Fee: PrePaid$100.00 Receipt: 27827 Check : 255309 - Final Construction Control Document H d To be submitted at completion of construction by a r �w Registered Design Professional for work per the 8th edition of the 5� Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Brooks School Chapel Renovation&Addition Date: 7/29/2014 Permit No. 099-15 Property Address: 1160 Great Pond Road,North Andover,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Interior renovation and addition I Jean C. Carroon,FAIR MA Registration Number: 8315 Expiration date: 8/31/2015 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project. I certify that I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. r.�elN �•��i� Enter in the space to the right a"wet"or electronic signature and seal: �Ga1t ViLLE d OF IVI Phone number: 617.262.2760 Email:jean.carroon@goodyclancy.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 10 09 2012 Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 49692,259.00 m $ - $ 56,307.11 Plumbing Fee $ 7,038.39 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 7,038.39 Total fees collected $ 70,483.89 1160 Great Pond Road 099-15 on 8/1/2014 Ashburn Chapel Remodel i NORT11 Town of E 1, Andover .tr. No. LAKE o h ver, Mass, CoCNICNl WICK 1 ,9S U BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT .............4> ......�G �"`' ........................................./ BUILDING INSPECTOR ..................... ......I. has permission to erect i /�6� cJ�'��i-�d�� Foundation .......................... buildings on ........ ............ .......... .............��:��.................. to be occupied as ......( , 1r. .. .1 (.. .. � �.c�!`Y.......... ..ASA/ �/✓`N ............ Chimney .... ...... Rough hey provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO TARTS Rough Service .. . ...... BUILDIN PECTOR Final GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises — Do Not Remove . Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 4,6921259.00 m $ - $ 56,307.11 Plumbing Fee $ 7,038.39 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 7,038.39 Total fees collected $ 70,483.89 1160 Great Pond Road Ashburn Chapel Renovation Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 496929259.00 m $ - $ 56,307.11 Plumbing Fee $ 7,038.39 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 7,038.39 Total fees collected $ 70,483.89 1160 Great Pond Road Ashburn Chapel Renovation �� •e2�5�� L.c��U� �n , 10 N-Y)6 0 ,�ao�6Town-of North Andover . To - �, Office of the Department201 APR -2 PM 1: 42 e Community Development and-Services Division *�gOA�T•G "�4`'* 1600 Osgood Street �OiFa ut �SSASHUSE� NORTH lANDOY �R North Andover,Massachus6: s 01845 NOTICE OF DECISION Watershed Special Permit.-Waiver Date of Decision:April 1,2014 Application of: Brooks School , �- _ 1160 C ie"-at P`60'�oac� North Andover,MA 01845 Premises Affected: 1160 Great Pond Road, North Andover, MA. 01845, Map 103 Parcel 28,within the R-1 zoning district. HISTORY AND BACKGROUND On April 1,2014,the al p'Ticant,•Brboks School,requested a Waiver of the Watershed2Pr6tection District Special:Peif, n accordance with the North Andover Zoning Bylaw section 4.136.8, so as to-all6W the er'dation oda new driveway and pedestrian walkway, a re-configuration of parking spaces:and,the...expansion of an existing Chapel building within the Non-Discharge Buffer Zone of the Watersliecl Protection Zone. A motion was made by D.,Kellogg and seconded by L. Rudnicki to grant the waiver,. The vote'was 5—0 in favor of the motion. FINDINGS OF FACT The Planning Board has approved&Watershed Special Pe. Waiver based ori the following findings: • The proposed addition to the Chapel building will be approximately 1,000.sq.ft:> The proposed driveway and walkway reYcoirfiguxation-will result in an increase in impervious area of approximately 8,350 sq. ft. • The applicant has provided capacity within,the proposed stormwater structures to handle run-off from approximately 3X the proposed,increase in impervious surface. • A portion of the project work will take place within the non-discharge zone. That portion is approximately 1,080 sq.ft. in area. • The Conservation Commission has reviewed the project and has issued a negative determination based on the fact that the project as designed will not directly connect to existing stormwater management structures and all stormwater will be directed to Low Impact Development BMPs. • The project has.been reviewed by the Planning Board's stonnwater consultant, Lisa Eggleston,as eyidenced by ema ts-.dated Tuesday March 11,2014,Tuesday March 18, 2014 and Wednesday March 19;N14. CONDITIONS • • Prior to the start of construction the.applcant shall ensure that the site contractor lias reviewed the project plans and is aware of the wetland resource areas and the limits of te proposed work. • Prior to the start of construction,the contractor will install erosion controls per the Erosion Control Plan. Once erosion controls are installed,the contractor will contact the Conservation and Planning Departments to schedule a preconstruction meeting to inspect the installed erosion controls. • Excess soils or other material shall not be stockpiled within 100' of the resource areas. Upon completion 9f.the approved project and site stabilization(seeded areas are ready to be mowed),please contact the Conservation and Planning Departments for a final inspection. Once approved,erosion controls can be removed. Plans and Documentation: Plans Titled: Existing Conditions Plan—January 31,2014 Plan Titled: Chapel&Connector Drive Improvements (2 sheets— Overall Plan and Preliminary Erosion Control Plan)—March 14, 2014 Letter from Anthony M. Cleaves, P.E. Whitman&Bingham Associates,UC 510 Mechanic Street Leominster,MA 01453 Re: Stormwater Assessment Chapel& Connector Drive Improvement Brooks School,North Andover Date:'Fobruary 21,2014. Stormwate_r Review: Eggleston Environmental 32 Old liramingham Rd,Unit#29 Sudbury,MA 01776 Emails dated:March 11, 18 & 19,2014 ___)udLth T�wKow Judith Tymori,AICP Town Planner,Town of North Andover 2 F1 --------- w -----Xs, El ----------- --- ------ N. =TL. EROSION CONTROL L =AWWATN.W4-slLTFfNcz a b. r—1=�,��.p P. W. d. ur ffi".—mcl L SILTSA— b. � butrolonger llwn Gm xndaru,rn°a day P� � � •i.- -,1" ..� `1�`• y S' - .�'� : � 5 , ' — .Jr}10 W. d;7 S. PRELIMINARY EROSION CONTROL PLAN BROOKS SCHOOL-CHAPEL&CONNECTOR DRIVE IMPROVEMENTS _ A-T.LEONARD&ASSOCIATES IORTH ANDOVER,mAssAcHusi:M MARCH 14,2014 Initial Construction Control Document W To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the efn. See °Wa Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Brooks School Chapel Renovation and Additions Date:May 9 2014 Property Address: 1160 Great Pond Road North Andover,MA 01845 Project: Check one or both as applicable: X New construction IX Existing Construction Project description: Renovation and addition to the existing Ashburn chapel at the Brooks School. I Jean C. Carroon MA Registration Number: 8315 Expiration date: 6/30/2014 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [X] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building offic' `Final Construction Control Document'. E Enter in the space to the right a"wet"orS electronic signature and seal: oV. 5 Phone number: 617 850 6651 OF Email: jean.carroon@goodyclancy.com Building Official Use Only Building Official Name: Permit No.: Date: Initial Construction Control Document H To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Brooks School-Chapel Renovation&Addition Date:May 09, 2014 Property Address: 1160 Great Pond Road,No.Andover,MA 01845 Project: Check(x)one or both as applicable: X New Construction X Existing Construction Project description: Renovation and addition to an existing chapel. I, Christopher M. Shumway,P.E.,MA Registration Number: 41165 Expiration date: 06/30/14 , am a registered design professional, and hereby certify to the best of my knowledge,information and belief,that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services in accordance with the Professional Standard of Care,and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its submittal and other responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. The contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means,methods, sequences and procedures,and for construction safety. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the Code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet"or ��Of ik electronic signature and seal: 0 Phone number: 603-524-4647 Email: cshumway@rfsengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. i Trial Version 10 09 2012 i Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional 4 for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title:Brooks School Chapel Renovations Date:Max9,2014 Property Address: 1160 Great Pond Road,North Andover,Massachusetts Project: Check(x)one or both as applicable: New Construction X Existing Construction Project description:Renovations to existing chapel. I Gilbert E.Martin,Jr.,MA Registration Number: 33353 Expiration date: 6/30/14,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerningt: [ ]Entire Project [ ]Architectural [ ] Structural [ ] Mechanical [ ]Fire Protection [ X ]Electrical [ ] Other: e information and belief, such plans,computations and for the above named project and that,to the best of my knowledge, P , P specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project.l understand and agree that I(or my designee)shall perform the necessary professional services in accordance with the Professional Standard of Care and be present on the construction site on a periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17.(not applicable) 3. Be present:at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of die work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code.The Contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means,methods,sequences and procedures,and for construction safety. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the Code. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. N tiS OF Mq gyp, S`S9 Enter in the space to the right a"wet" p g 4 GILBERT E. y signature and seal: MARTIN,JR. ICAL U Uj Q10 Phone number:978-296-6247 �F lS RNG\�� Email: ma artinna,rdkengineers.com t Oficial Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Initial Construction Control Document w To be submitted with the building permit application by a Registered Design Professional r• for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Brooks School Chapel Renovations Date:May 9.2014 Property Address: 1160 Great Pond Road,North Andover,Massachusetts Project: Check(x)one or both as applicable: New Construction X Existing Construction Project description: Renovations to existing chapel. I Christopher Hildreth,MA Registration Number:45228 Expiration date: 6/30/14,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': [ ] Entire Project [ ]Architectural [ ] Structural [ X ]Mechanical [ ]Fire Protection [ ]Electrical [ ] Other: for the above named project and that,to the best of my knowledge, information and belief,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project.I understand and agree that I(or my designee)shall perform the necessary professional services in accordance with the Professional Standard of Care and be present on the construction site on a periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents.Such review shall not diminish or relieve the Contractor of its responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17.(not applicable) 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code.The Contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means,methods,sequences and procedures,and for construction safety. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the Code. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. ,j OF sq Enter in the space to the right a"wet" Sc3 O CHRISTOPHER R. signature and seal: HIWREM MECWWICAL vn No.45 yo ,p Phone number:978-296-6232 '� t Email:childreth@rdkengineers.com It i fFicial Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Brooks School Chapel Renovations Date:Max 9,2014 Property Address: 1160 Great Pond Road,North Andover,Massachusetts Project: Check(x)one or both as applicable: New Construction X Existing Construction Project description:Renovations to existing chapel. I Christopher Hildreth,MA Registration Number: 45228 Expiration date: 6/30/14,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerningi: [ ]Entire Project [ ]Architectural [ ] Structural [ ]Mechanical ]Fire Protection [ ] Electrical [ X ]Other: Plumbing for the above named project and that,to the best of my knowledge, information and belief, such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project.I understand and agree that I(or my designee)shall perform the necessary professional services in accordance with the Professional Standard of Care and be present on the construction site on a periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17.(not applicable) 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code.The Contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means,methods,sequences and procedures,and for construction safety. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the Code. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. V%OF Mgrs Enter in the space to the right a"wet" "icy O CHRISTOPHER R. G signature and seal: HILDREM MECHMWICAL —+ No.4522 A Phone number: 978-296-6232 � is Email: childreth@rdkengineers.com 1 hclal Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. i Initial Construction Control Document v To be submitted with the building permit application by a Registered Design Professional p� for work per the 8"edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title:Brooks School Chapel Renovations Date: May 9.2014 Property Address: 1160 Great Pond Road North Andover,Massachusetts Project: Check(x)one or both as applicable:_!New Construction X Existing Construction Project description: Renovations to existing cha ell. I Christopher Hildreth,MA Registration Number: 45228 Expiration date: 6/30/14,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': [ ]Entire Project [ ]Architectural [ ] Structural [ ]Mechanical [ X ] Fire Protection [ ] Electrical [ ] Other: for the above named project and that,to the best of my knowledge,information and belief, such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. 1 understand and agree that I(or my designee)shall perform the necessary professional services in accordance with the Professional Standard of Care and be present on the construction site on a periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. Such review shall not diminish or relieve the Contractor of its responsibilities. i professionals in 780 CMR Cha not 2. Perform the duties for registered design ter 17.(p p applicable) 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code.The Contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means, methods,sequences and procedures,and for construction safety. 4. The performance of the services shall not require any special testing or inspections unless specifically stated in the Code. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. -�N OF M4Ss9 Enter in the space to the right a"wet" o�� stai�lEttlt cd� signature and seal: WLDRM MECHOCAL cin No.45728 9 Phone number: 978-296-6232 .o�o� F S Email: childreth@rdkengineers.com B Ificial Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE 780 CMR,8TH EDITION CHAPTER 9 FIRE PROTECTION SYSTEMS NARRATIVE REPORT 780 CMR—901.2.1 PROJECT NAME: Brooks School Chapel Renovation ADDRESS: 1160 Great Pond Road RDK PROJECT#: 20140077 DATE OF ISSUE: 05-08-14 ® f ® ENGINEERS Andover Amherst I Boston I Charlotte I Durham www 'okrAgi-tor- C:!m 780 CMR 901.2.1 Fire Protection Systems Narrative Report—05-08-14 Project Name:Brooks School—Chapel renovation RDK Project Number:20140077.00 As required by 780 CMR§901.2.1,this narrative report is a written description of the proposed fire protection system features to be installed as part of the Brooks School Chapel Renovation project located at 1160 Great Pond Road in North Andover, Massachusetts. 901.2.1 (1)(i) - BASIS (METHODOLOGY) OF DESIGN Section 1 -Building Description A. "Use"Group(s)within Scope of Renovation: "A3"Assembly. B. Location&Area of Renovation:2640 sq ft on the Basement Floor and 535 sq ft on the First Floor. C. Existing Building Height&Area 1. Height: 1.5 stories/-25.5'-ft above grade; .5 stories/-5-ft below grade. 2. Area: -Basement 2,207-sqft, First Floor 3,014-sgft 5,221-sqft total. D. Type(s)of Construction: 1. Existing combustible. E. Hazardous Material Usage and Storage: None in excess of exempt amounts within scope of renovation. Storage over 12 ft. of Commodities: None within scope of renovation. F. High-pile St g ( ) P G. Site Accessg Emergency p Arrangement for Emer enc Response Vehicles: New access to the site will be created with fire hydrants in close proximity to the Siamese connection. Section 2-Applicable Laws.Regulations&Standards A. Massachusetts State General Laws(MGL), Chapter 148 1. MGL§148, sections as applicable. B. 780 CMR-Massachusetts State Building Code, 8t'Edition (amended IBC-2009) 1. Chapter 9"Fire Protection Systems" 2. Chapter 34"Existing Structures" C. Existing Building Code of Massachusetts(amended IEBC-2009) 1. Chapter 7"Alterations-Level 2" 527 CMR-Massachusetts State Fire Prevention Regulations 2. Chapter 10"Fire Prevention, General Provisions" 3. Chapter 12"2011 Massachusetts Electrical Code Amendments" D. 521 CMR-Massachusetts Architectural Access Board Page 1 of 7 780 CMR 901.2.1 Fire Protection Systems Narrative Report—05-08-14 Project Name:Brooks School—Chapel renovation RDK Project Number:20140077.00 1. Section 40"Visual Alarms" E. National Fire Protection Association(NFPA) Standards: 1. NFPA 10(2007)—"Portable Fire Extinguishers" 2. NFPA 13(2013)—"Installation of Sprinkler Systems 3. NFPA 70 (2011) — "National Electric Code" as amended by 527 CMR Chapter 12 "Massachusetts State Electrical Code" 4. NFPA 72(2010)—"National Fire Alarm Code" F. Federal Regulations(significant requirements thereof to the extent applicable to RDK scope} 1. 28 CFR Part 36,ADA Standards for Accessible Design 2. 29 CFR Part 1910, Occupational Safety&Health Standards G. Documented Local Ordinances(Voluntary Compliance) 1. None. Section 3.:Design Responsibility for Fire Protection Systems A. Engineer of Record: RDK Engineers (RDK) has engineered and specified the fire protection systems to be installed. For each fire protection system designed by RDK, RDK shall review the installing contractor's shop drawings for conformance to the approved construction documents and be present at the site at intervals appropriate to become generally familiar with the progress and quality of work and to determine if the work is being performed in manner consistent with the construction documents and 780 CMR. RDK shall certify each fire protection system installation to the extent required by 780 CMR§901.5.1(1). B. Architect of Record: Goody Clancy, has designed and specified the architectural features to be constructed, including means of egress, fire resistance construction and interior finish. Goody Clancy shall review the installing contractor's shop drawings for conformance to the approved construction documents and be present at the site at intervals appropriate to become generally familiar with the progress and quality of work and to determine if the work is being performed in manner consistent with the construction documents and 780 CMR. Section 4-Fire Protection Systems to be Installed A. Fire Mains& Hydrants: Existing features to remain; not affected by scope of renovation. B. Automatic Sprinkler System: Existing sprinkler system service equipment, pumps, zoning, mains, alarm devices, etc. to remain and are not affected by the scope of renovation. 1. Existing wet-pipe fire sprinkler system to be modified to accommodate new partition layout. Modifications shall predominantly include new return-bend piping to new sprinklers and new branch piping from existing cross-mains. C. Standpipe System: Not applicable to the proposed renovation. D. Fire Alarm System: Page 2 of 7 780 CMR 901.2.1 Fire Protection Systems Narrative Report—05-08-14 Project Name: Brooks School—Chapel renovation RDK Project Number:20140077.00 1. The building shall be provided with a new analog-addressable fire alarm system. Partial protection smoke detection shall be provided in specific areas such as elevator lobbies and electrical equipment rooms. 2. The following types of initiating devices shall be utilized to indicate an alarm condition for building evacuation: a. Smoke detector; common area, electrical closet, etc. b. Smoke detector; elevator lobby C. Heat detector; areas not environmentally suitable for smoke detection d. Manual pull box e. Automatic sprinkler waterflow(paddle-type or pressure)switch f. The following types of initiating devices shall be utilized to supervise the presence of smoke in the building ventilation system: 1) Smoke detector;duct—AHU 3. The following types of initiating devices shall be utilized to supervise the functional status of fire sprinkler system valve position and system pressure: a. Automatic sprinkler valve tamper switch b. Municipal water pressure supervisory switch 4. The building shall be provided with an emergency voice evacuation system. Occupant notification shall be via audible UL 1480 speakers (voice message capabilities with temporal-3 evacuation signal) and synchronized UL 1971 visual strobes.Voice messages will be transmitted via automatic pre-recorded messaging with manual paging override capabilities. a. Voice evacuation shall be arranged to evacuate as a single zone. 5. Alarm, supervisory and trouble signals shall be relayed to a supervising station and/or the public reporting system as follows: 6. Alarm, supervisory & trouble signals to central / remote supervising station via digital alarm communication transmitter E. Emergency Power. 1. Where required, NAC remote power supplies added to support new circuits shall be provided with standby batteries. 2. Means of egress lighting and exit signs within the scope of renovation shall be provided with emergency power supplied from standby batteries local to the fixtures. F. Smoke Control Systems: Not applicable to the proposed renovation. G. Commercial Cooking: Not applicable to the proposed renovation. H. Hazardous Materials Monitoring: Not applicable to the proposed renovation. Page 3 of 7 780 CMR 901.2.1 Fire Protection Systems Narrative Report—05-08-14 Project Name: Brooks School—Chapel renovation RDK Project Number:20140077.00 Section 5-Features Used in the Design Methodology A. Occupant Notification Procedures: Existing occupant notification via the fire alarm system and subsequent building management personnel procedures shall remain and are not affected by the scope of renovation. 1. The existing fire alarm system is arranged for selective "high-rise" evacuation. The floor of incident, floor above and floor below are treated as an evacuation zone. 2. The existing fire alarm system treats the building as a single evacuation zone. B. Emergency Response Features: Existing features to remain; not affected by scope of renovation. C. Safeguards: Existing fire protection systems shall be maintained throughout the construction as required by the Authority Having Jurisdiction (AHJ). Impairment to existing fire protection systems shall be approved by the AHJ and Owner prior to commencing work. A fire watch shall be provided during impairments to the fire suppression or fire alarm system in accordance with AHJ requirements. D. Future Testing & Maintenance: Modifications performed as part of the scope of renovation shall be warranted by the installing contractors for a period of one year covering defects in materials and workmanship. NFPA required inspection, maintenance and testing activities associated with the building fire protection system are the responsibility of the owner and are to be conducted under existing and/or future maintenance contracts held by the Building Management Company. Section 6-Special Consideration and Description A. Unless otherwise noted, the design of the fire protection systems does not utilize alternative compliance design methods and is not intended to deviate from the prescriptive requirements of 780 CMR or other applicable codes and standards. Page 4 of 7 780 CMR 901.2.1 Fire Protection Systems Narrative Report—05-08-14 Project Name: Brooks School—Chapel renovation RDK Project Number:20140077.00 901.2.1 (11100 -SEQUENCE OF OPERATION A description of the sequence of operation for each typical type of alarm, supervisory and trouble input follows. A detailed input/output matrix is included separately with the engineering drawings. A. Activation of an existing or new manual pull station, smoke detector, heat detector or sprinkler system waterflow switch shall initiate the predefined fire alarm system"alarm condition"sequence: 1. Display alarm condition at fire alarm control unit and remote annunciator(s). 2. Broadcast recorded emergency voice evacuation instructions throughout the building. 3. Energize audible(temporal-3 pattern)and visual (UL 1971 synchronized strobe)occupant notification circuits within evacuation zone(s)as designated by pre-established control unit sequence of operations. 4. Perform auxiliary fire safety functions as designated by pre-established control unit sequence of operations such as elevator recall, damper activation, door closure, AHU shutdown, pressurization systems, etc. 5. Transmit alarm condition to central / supervising station and/or local fire department via municipal alarm system. 6. In addition, the operation of an existing or new in-duct smoke detector shall initiate the following: a. Operation of an existing or new in-duct smoke detector provided at air handling units(AHU's)shall shut-down the corresponding AHU. b. Operation of new in-duct smoke detector provided for control of a smoke damper shall close the corresponding damper. B. The operation of an existing or new sprinkler tamper switch shall initiate the predefined fire alarm system"supervisory"sequence: 1. Display supervisory condition at fire alarm control unit and remote annunciator(s). 2. Transmit supervisory condition to central/remote supervising station. C. Normal power failure to fire alarm system remote power supplies, ground faults, short circuits and open circuit conditions shall initiate the predefined fire alarm system"trouble"sequence. 1. Display supervisory condition at fire alarm control unit and remote annunciator(s). 2. Transmit trouble condition to central I supervising station. Page 5 of 7 780 CMR 901.2.1 Fire Protection Systems Narrative Report—05-08-14 Project Name: Brooks School—Chapel renovation RDK Project Number:20140077.00 901.2.1 (1110h) -TESTING CRITERIA Section 1 -Testing Criteria A. Fire Protection System testing shall be scheduled, administered, conducted and overseen by the general contractor,subcontractors and manufagturer's technical representatives. B. The following fire sprinkler system inspections and testing shall be performed: 1. Visually inspect system installation for completeness, presence of defects or damage, and confirm system is placed into"all normal"operational service. 2. Hydrostatically test system piping for a period of 2-hours. Piping shall-be tested to normal system operating pressure where new installed piping cannot be isolated from the existing piping. 3. Functionally operate any new sprinkler waterflow or valve supervisory switches as part the fire alarm testing. C. The following fire alarm system inspections and testing shall be performed: 1. Confirm integrity of new or modified circuits (free of grounds, shorts, opens) prior to the installation of devices, appliances or equipment. 2. Visually inspect system installation for completeness, presence of defects or damage, and confirm system is placed into"all normal"operational service. 3. Confirm correct system supervision of wiring faults, missing devices and status of normal and standby power supplies(for new equipment installed as part of the work). 4. Functionally operate new devices installed as part of the work and confirm correct sequence of operation and address/zone identification at the fire alarm control unit. 5. Confirm audibility/intelligibility and visual synchronization of notification appliances. 6. Where fire alarm control unit software is updated as part of the work, functionally operate 10% of existing devices not affected by the work and confirm correct sequence of operation and address/zone identification at the fire alarm control unit. 7. Confirm correct operation of circuits under fault conditions in accordance with installed circuit style and class. D. Documentation, to be submitted to the Engineer of Record and AHJ: 1. Sprinkler System: NFPA 13 "Contractor's Material and Test Certificate", accurately completed and endorsed by installing contractor's signature. 2. Fire Alarm System: NFPA 72 "Fire Alarm System Record of Completion", accurately completed and endorsed by installing contractor's signature. E. Upon completion of the work, and receipt of� the appropriate close-out documentation, the Engineer of Record shall certify completion for each fire protection system to the extent required by 780 CMR§901.5.1 F. The general contractor shall then schedule final acceptance demonstration testing with the AHJ in order to obtain approval for a Certificate of Occupancy. Page 6 of 7 780 CMR 901.2.1 Fire Protection Systems Narrative Report-05-08-14 Project Name: Brooks School—Chapel renovation RDK Project Number:20140077.00 Section 2-Equipment and Tools A. The contractor shall provide all required tools and equipment necessary to perform full functional testing as outlined.As a minimum these items shall include: 1. NFPA Forms 2. Manufacturer's Instructions 3. Fire Protection Systems Narrative Report 4. UL smoke candles or aerosol spray 5. Sound meters 6. Voltage Meters 7. Gauges 8. Communication Radios 9. Printer or data transfer device for recording each FACP event Section 3-Approval Requirements A. The contractor shall obtain written acceptance of the installed system from the AHJ prior to the owner request for a Certificate of Occupancy. B. The contractor shall replace and/or repair each system or component of a system that fails to pass the Final Acceptance Test satisfactorily. Preliminary and Final Testing shall be rescheduled and testing shall be conducted until compliance is fully demonstrated. The contractor shall be liable for all additional charges as a result of retesting. C. Final certification shall be provided from the contractors that the installation is in accordance with the approved construction documents and applicable codes. The Engineer shall certify that the installation complies with the approved construction documents per 780 CMR 901.5.1. D. Operations Manuals and Record as-built drawings shall be submitted with any modifications as a resultant of changes that were dictated from the Final Testing process. E. The Owner shall provide an emergency contact list for use by the AHJ in the event of an emergency at the protected property. END OF NARRATIVE Page 7 of 7 ;SIX i www, rdkengineers ,com ,""AAA ,\y, OF *SS9ctiG p HRISTOPHER N HILDRETH O MANIC i v 4 IC p RDK Engineers 200 Brickstone Square Suite 201 Andover, MA 01810 978475-0298 05/09/2014 Job Name Brooks School Chapel Renovation Building FP1.01 Location NORTH ANDOVER, MA System Contract 20140077.00 Data File 20140077 BROOKS CHAPEL WET SYSTEM-FINAL.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 RDK Engineers Page 1 Brooks School Chapel Renovation Date 05/09/14 HYDRAULIC CALCULATIONS for Project name: BROOKS SCHOOL CHAPEL RENOVATION Location: NORTH ANDOVER, MA Drawing no: FP1.01 Date: 05/09/14 Design Remote area number.- Remote umber:Remote area location: FIRST FLOOR Occupancy classification: Light Hazard Density: 0.10-Gpm/SgFt Area of application: 2011 -SgFt Coverage per sprinkler. Varies-SgFt Type of sprinklers calculated: Quick Response No. of sprinklers calculated. 26 In-rack demand: NIA-GPM Hose streams: 100-GPM Total water required(including hose streams): 676.292-GPM @ 52.386-Psi Type of system: Wet Volume of dry or preaction system: NIA-Gal Water supply information Date: 04/29/2014 Location: Project Site-In Front of Chapel Source: RDK Engineers/North Andover Water Dept. Name of contractor. TBD Address: Phone number: Name of designer: N.Wheeler Authority having jurisdiction: North Andover Fire Dept Notes:(Include peaking information orgridded systems here.) Wet System Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Page 2 RDK Engineers Date 05/09/14 Brooks School Chapel Renovation City Water Supply: Demand: D1 -Elevation 2.165 C1 -Static Pressure : 68 576.292 C2- Residual Pressure: 56 D2-System Flow : C2-Residual Flow : 993 D2-System Pressure 52.386 Hose(Demand) 100 D3-System Demand : 676.292 Safety Margin 9.718 150 140 130 P 120 R 110 E 100 S90 S 80 U 70 C1 2 R 60 2 E 50 D 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW( N^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary RDK Engineers Page 3 Brooks School Chapel Renovation Date 05/09/14 Fitting Legend Abbrev. Name '/2 % 1 1'/4 1% 2 2Yz 3 3% 4 5 6 8 10 12 14 16 18 20 24 Ala Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zac Ames 2000SS- Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary- STANDARD RDK Engineers Page 4 Brooks School Chapel Renovation Date 05/09/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 301 210.0 5.6 12.25 na 19.6 0.1 196 7.0 302 205.0 5.6 15.47 na 22.02 0.1 140 7.0 303 202.5 5.6 18.44 na 24.04 0.1 95 7.0 304 202.5 5.6 22.21 na 26.39 0.1 150 7.0 305 202.5 5.6 23.18 na 26.96 0.1 150 7.0 306 210.0 5.6 15.3 na 21.9 0.1 196 7.0 307 205.0 5.6 18.77 na 24.26 0.1 140 7.0 308 210.0 5.6 15.51 na 22.05 0.1 196 7.0 309 205.0 5.6 18.99 na 24.41 0.1 140 7.0 310 205.0 5.6 24.68 na 27.82 0.1 140 7.0 311 210.5 4.2 23.64 na 20.42 0.1 84 7.0 312 205.0 4.2 26.21 na 21.5 0.1 84 7.0 313 207.0 4.2 25.36 na 21.15 0.1 110 7.0 314 204.0 4.2 26.81 na 21.75 0.1 110 7.0 315 207.0 4.2 25.56 na 21.24 0.1 110 7.0 316 204.0 4.2 27.02 na 21.83 0.1 110 7.0 317 207.5 4.2 23.55 na 20.38 0.1 120 7.0 318 201.5 4.2 26.3 na 21.54 0.1 120 7.0 319 201.5 4.2 26.14 na 21.47 0.1 120 7.0 320 201.5 4.2 26.34 na 21.55 0.1 120 7.0 321 210.5 4.2 22.8 na 20.05 0.1 90 7.0 322 205.0 4.2 25.33 na 21.14 0.1 90 7.0 323 200.5 4.2 26.23 na 21.51 0.1 60 7.0 324 210.5 4.2 22.06 na 19.72 0.1 100 7.0 325 208.0 4.2 23.4 na 20.32 0.1 80 7.0 326 204.0 4.2 25.62 na 21.26 0.1 80 7.0 201 209.5 12.78 na 202 204.5 16.07 na 203 202.0 19.11 na 204 209.5 15.9 na 205 204.5 19.45 na 206 209.5 16.11 na 207 204.5 19.68 na 208 201.0 27.01 na 209 210.0 24.2 na 210 204.5 26.8 na 211 206.5 25.94 na 212 203.5 27.41 na 213 206.5 26.14 na 214 203.5 27.61 na 215 207.0 24.1 na 216 201.5 26.67 na 217 207.0 24.13 na 218 201.5 26.71 na 219 210.0 23.34 na 220 204.5 25.9 na 221 200.0 27.41 na 222 210.0 22.59 na 223 207.5 23.95 na 223A 206.5 24.47 na 224 203.5 26.2 na 101 202.5 19.44 na 102 202.5 19.46 na 103 202.5 22.23 na 104 202.5 23.2 na 105 202.5 25.79 na TOR1 201.5 26.36 na BOR1 192.5 32.24 na 106 205.0 22.29 na 107 205.0 22.56 na 108 205.0 23.41 na 109 202.5 28.52 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard RDK Engineers Page 5 Brooks School Chapel Renovation Date 05/09/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 110 202.5 29.94 na TOR2 201.5 30.53 na BOR2 192.5 34.47 na 111 202.5 28.08 na 112 201.5 28.7 na 113 201.5 28.91 na TOR4 201.5 29.33 na BOR4 192.5 33.53 na 114 201.5 27.05 na 115 201.5 27.11 na 116 201.5 27.66 na 117 201.5 27.95 na 118 201.5 28.16 na TOR3 201.5 29.2 na BOR3 192.5 33.83 na 119 192.0 34.74 na 120 192.0 34.75 na 121 192.0 35.02 na 122 192.0 33.38 na 123 192.0 34.97 na 124 192.0 36.06 na UGI 186.0 42.65 na UG2 186.0 56.2 na UG3 186.0 57.57 na TEST 205.0 52.39 na 100.0 The maximum velocity is 17.25 and it occurs in the pipe between nodes 207 and 107 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams RDK Engineers Page 6 Brooks School Chapel Renovation Date 05/09/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****"* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 301 19.60 1.049 1E 2.0 0.500 12.250 K Factor=5.60 to 120.0 0.0 2.000 0.217 201 19.6 0.1252 0.0 2.500_ _ 0.313 _ A Vel = 7.28 0.0 _ 19.60 _ _- _ 12.780 _ K Factor= 5.48 _ 302 22.02 1.049 1E 2.0 0.500 15.468 K Factor=5.60 to 120.0 0.0 2.000 0.217 202 22.02 0.1556 0.0 2.500 0.389 Vel= 8.17 0.0 22.02 _ 16.074 K Factor= 5.49 303 24.04 1.049 1 E 2.0 0.500 18.436 K Factor=5.60 to 120.0 0.0 2.000 0.217 203 24.04 _ 0.1828 0.0 2.500 0.457 Vel= 8.92 __ 0.0 24.04 _ _ _ 19.110 _ _ _ K Factor= 5.50 304 26.39 1.049 0.0 0.100 22.212 K Factor=5.60 to 120.0 0.0 0.0 0.0 103 26.39 0.2200 0.0 0.100 - 0.022 _ Vel=_9.80 0.0 26.39 22.234 K Factor= 5.60 305 26.96 1.049 0.0 0.100 23.178 K Factor=5.60 to 120.0 0.0 0.0 0.0 104 26.96 0.2300 0.0 0.100 Y 0.023 Vel= 10.01 _ 0.0 26.96 23.201 K Factor= 5.60 306 21.90 1.049 1 E 2.0 0.500 15.296 K Factor=5.60 to 120.0 0.0 2.000 0.217 204 21.9 0.1.536 0.0 2.500 _ _ 0.384 _ Vel= 8.13 0.0 21.90 15.897 K Factor= 5.49 307 24.26 1.049 1E 2.0 0.500 18.766 K Factor=5.60 to 120.0 0.0 2.000 0.217 205 24.26 0.1860 0.0 2.500 0.465 Vel-=-- 9.01 0.0 24.26 _ _ _ 19.448 K Factor= 5.50 308 22.05 1.049 1E 2.0 0.500 15.506 K Factor= 5.60 to 120.0 0.0 2.000 0.217 206 22.05 0.1560 0.0 2.500 0.390 Vel = 8.19 0.0 22.05 _ 16.113_ K Factor= 5.49 309 24.41 1.049 1E 2.0 0.500 18.994 - K Factor=5.60 to 120.0 0.0 2.000 0.217 207 24.41 0.1880 0.0 2.500 0.470 Vel= 9.06 0.0 24.41 19.681 K Factor= 5.50 310 27.82 1.049 1E 2.0 0.500 24.678 K Factor=5.60 to 120.0 0.0 2.000 1.732 208 27.82 0.2396 0.0 2.500 0.599 Vel= 10.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations- Hazen-Williams RDK Engineers Page 7 Brooks School Chapel Renovation Date 05/09/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn - - - - - _ .._.... _..._. .. _ _ 0.0 27.82 _ __ 27.009 _ _ _ K Factor= 5.35 311 20.42 1.049 1E 2.0 0.500 23.641 - K Factor=4.20 to 120.0 0.0 2.000 0.217 209 20.42 0.1352 0.0 2.500 0.338 Vel= 7.58 0.0 20.42 _ 24.196 K Factor= 4.15 312 21.50 1.049 1E 2.0 0.500 26.207 K Factor=4.20 to 120.0 0.0 2.000 0.217 210 21.5 0.1488 0.0 2.500 0.372 Vel= 7.98 0.0 21.50 26.796 K Factor= 4.15 _ 313 21.15 1.049 1 E 2.0 0.500 25.359 K Factor=4.20 to 120.0 0.0 2.000 0.217 211 21.15 0.1440 0.0 2.500 _ 0.360 Vel= 7.85 0.0 21.15 25.936K Factor= 4.15_ _ 314 21.75 1.049 1 E 2.0 0.500 26.809 - - K Factor=4.20 to 120.0 0.0 2.000 0.217 212 21.75 0.1516 0.0 2.500 0.379 Vel= 8.07 0.0 21.75 27.405 K Factor= 4.15 315 21.24 1.049 1E 2.0 0.500 25.564 K Factor=4.20 to 120.0 0.0 2.000 0.217 213 21.24 0.1452 0.0 2.500 0.363 Vel= 7.88 0.0 21.24 26.144 K Factor= 4.15 316 21.83 1.049 _ 1 E 2.0 0.500 27.016 K Factor=4.20 to 120.0 0.0 2.000 0.217 214 21.83 0.1528 0.0 2.500 0.382 Vel = 8.10 0.0 21.83 27.615 K Factor= 4.15 317 20.38 1.049 1 E 2.0 0.500 23.551 K Factor=4.20 to 120.0 0.0 2.000 0.217 215 20.38 0.1348 0.0 2.500 0.337 Vel= 7.57 0.0 20.38 24.105 K Factor-= 4.15 318 21.54 1.049 1E 2.0 0.500 26.298 K Factor=4.20 to 120.0 0.0 2.000 0.0 216 21.54 0.1492 0.0 2.500 0.373 Vel= 8.00 0.0 _ 21.54 _ _ _ 26.671 K Factor= 4.17 319 21.47 1.049 1E 2.0 0.500 26.136 K Factor=4.20 to 120.0 0.0 2.000 -2.382 217 21.47 0.1484 0.0 2.500 0.371 Vel= 7.97 0.0 21.47 24.125 K Factor= 4.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams RDK Engineers Page 8 Brooks School Chapel Renovation Date 05/09/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn r 320 21.55 1.049 1E 2.0 0.500 26.336 K Factor=4.20 to 120.0 0.0 2.000 0.0 218 21.55 0.1496 0.0 _ 2.500 • 0.374 _ Vel= 8.00 _ 0.0 21.55 _ 26.710 -i K Factor= 4.17 321 20.05 1.049 1E 2.0 0.500 22.798 K Factor=4.20 to 120.0 0.0 2.000 0.217 219 20.05 0.1308 0.0 2.500 0.327 Vel= 7.44 0.0 20.05 23.342 _ K Factor= 4.15 322 21.14 1.049 1E 2.0 0.500 25.326 K Factor=4.20 to 120.0 0.0 2.000 0.217 220 21.14 0.1440 0.0 2.500 0.360 Vel= 7.85 0.0 21.14 _ _ 25.903 K Factor= 4.15 323 21.51 1.049 3E 6.0 0.500 26.225 K Factor=4.20 to 120.0 0.0 6.000 0.217 221 21.51 0.1488 0.0 6.500 0.967 Vel= 7.99 0.0 21.51 _ 27.409 K Factor= 4.11 _ 324 19.72 1.049 1E 2.0 0.500 T 22.056 K Factor=4.20 to 120.0 0.0 2.000 0.217 222 19.72 0.12_68 0.0 2.500_ 0.317 Vel=-7.32 0.0 19.72 _ _ _ 22.59_0 K Factor= 4.15 325 20.32 1.049 1E 2.0 0.500 23.400 K Factor=4.20 to 120.0 0.0 2.000 0.217 _223 20.32 0.1336 0.0 2.500 0.334 Vel= 7.54 0.0 20.32_ _ _ 23.951 K Factor= 4.15 _ 326 21.26 1.049 1E 2.0 0.500 25.624 K Factor=4.20 to 120.0 0.0 2.000 0.217 224 21.26 0.1452 0.0 2.500 0.363 Vel= 7.89 0.0 _ 21.26 _ ___ _ _ 26.204 K Factor= 4.15 201 19.60 1.049 0.0 9.000 12.780 to 120.0 0.0 0.0 2.166 202 19.6 0.1253 0.0 9.000 1.128 Vel= 7.28 202 22.02 1.049 1E 2.0 3.000 16.074 to 120.0 0.0 2.000 0.866 102 41.62 _0.5050 0.0 5.000 2.525 Vel= 15.45 0.0 41.62 _ 19.465 _ K Factor= 9.4_3_ 203 24.04 1.049 1 E 2.0 1.000 19.110 to 120.0 0.0 2.000 -0.217 101 24.04 0.1830 0.0 3.000 0.549 Vel= 8.92 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams RDK Engineers Page 9 Brooks School Chapel Renovation Date 05/09/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **" "*" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn f f 24.04 19.442 _ K Factor= 5.45 204 21.90 -1.049 - 0.0 9.000 15.897 to 120.0 0.0 0.0 2.166 205 _ 21.9 0.1539 0.0 9.000 1.385 _ _ -Vel= 8.13 205 24.26 1.049 1_E2.0 3.000 19.448 to 120.0 0.0 2.000 -0.217 106 46.16 0.6116 0.0_ 5.000 3.058 Vel= 17.14 0.0 46.16 22.289 K Factor= 9.78 206 22.05 1.049 0.0 9.000 16.113 to 120.0 0.0 0.0 2.166 207 22.05 0.1558 _ 0.0 _ _ 9.000 1.402 Vel= 8.19 207 24.41 1.049 1E 2.0 3.000 19.681 to 120.0 0.0 2.000 -0.217 107 46.46 0.6190 0.0 5.000 3.095 Vel= 17.25 0.0 46.46 22.559 K Factor= 9.78 208 27.82 1.049 3E 6.0 3.000 27.009 to 120.0 0.0 6.000 -0.650 109 27.82 0.2397 0.0 9.000 _ 2.157 i_ Val=10.33 0.0 27.82 28.516 K_Factor= 5_.21__ 209 20.42 1.61 0.0 13.000 24.196 to 120.0 0.0 0.0 2.382 210 20.42 0.0168 0.0-_ 13.000 0.218 _ _ V_el= 3.22 210 21.50 1.61 1E 4.0 2.500 26.796 to 120.0 0.0 4.000 0.866 111 41.92 0.0635__ _ -0.0--- 6.500 0.413 _ Vel= 6.61_ 0.0 _ 41.92 _ 28.075 _ K Factor=_ 7.91 211 21.15 1.61 - 0.0 9.500 25.936 - to 120.0 0.0 0.0 1.299 212 __ 21.15 0.0179 0.0 _ 9.500 0.170 _Vel__= 3.3.3__ 212 21.75 1.61 1E 4.0 2.500 27.405 to 120.0 0.0 4.000 0.866 112 42.9 0.0663 0.0 6.500 0.431 Vel= 6.76 0.0 42.90 28.702 K Factor= 8.01 213 21.24 1.61 0.0 9.500 26.144 to 120.0 0.0 0.0 1.299 214 21.24 0.0181 0.0 9.500 0.172 Vel= 3.35 214 21.83 1.61 1E 4.0 2.500 27.615 to 120.0 0.0 4.000 0.866 113 43.07 0.0668 0.0 6.500 0.434 Vel= 6.79 0.0 43.07 _ _28.915 K Factor= 8.0.1_ 215 - 20.38 1.61 0.0 11.000 24.105 _ to 120.0 0.0 0.0 2.382 216 20.38 0.0167 0.0 11.000 0.184 Vel = 3.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations- Hazen-Williams RDK Engineers Page 10 Brooks School Chapel Renovation Date 05/09/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe PV "***"*` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 216 21.54 1.61 1 E 4.0 2.000 26.671 to 120.0 0.0 4.000 0.0 114_ 41.92 0.0635 0.0 6.000 0.381 _ _ Vel= 6.61 0.0 41.92 _ _ _ 27.052 _ K Factor= 8.06 217 _ 21.47 1.61 0.0 11.000 24.125 - to 120.0 0.0 0.0 2.382 218 _ 21.47 0.0185 0.0 11.000_ __0.203 Vel= 3.38 _ - 218 21.56 1.61 1E 4.0 2.000 26.710 to 120.0 • 0.0 4.000 0.0 115 43.03 0.0667 0.0 _ 6.000 -.---.0-.400 - Vel= 6.78 0.0 _ 43.03 _ _ 27.110 _ _ K Factor= 8.26 219 20.05 1.61- 0.0 11.000 23.342 to 120.0 0.0 0.0 2.382 220 20.05 0.016.3 0.0 _ 11.000 _ 0.179 _ Vel= 3.16 220 - 21.14 1.61 1E 4.0 3.500 25.903 to 120.0 0.0 4.000 1.299 _116 41.19 0_.0615 0.0 7.500 0.461 _ Vel= 6.49 0.0 _ 41.19 _ _ _ _ 27.663 _ K Factor.= 7.83 221 21.51 1.049 2E 4.0 4.000 27.409 to 120.0 0.0 4.000 -0.650 117_ 21.51 0.1490 0.0 8.000 1.192 _ -_Vel= 7.99 0.0 21.51 _ _ _ _ _ 27.951 __K Factor= 4.07 222 19.72 1.61 3E 12.0 11.000 22.590 to 120.0 0.0 12.000 1.516 223A 19.72 0.0157 0.0 23.000 0.362 Vel= 3.11 0.0 19.72 _ 24.468 _ _ K_Factor= 3.99 223 20.32 1.61 1 E 4.0 'T 1.000 23.951 to 120.0 0.0 4.000 0.433 223A 20.32 0.0168 _ 0.0 _ 5.000 _ 0._084 _ Vel= 3.20 223A 19.72 1.61 0.0 7.500 24.468 - to 120.0 0.0 0.0 1.299 224 40.04 0.0583 0.0 7.500 0.437 Vel= 6.31 224 21.26 1.38 1E 3.0 1.000 26.204 to 120.0 0.0 3.000 0.866 118 61.3 0.2720 0.0 4.000 1.088 Vel= 13.15 0.0 61.30 28.158 K Factor= 11.55 101 24.04 1.61 0.0 1.000 19.442 to 120.0 0.0 0.0 0.0 102 24.04 0.0230 0.0 1.000 0.023 Vel= 3.79 102 41.63 1.61 2E 8.0 11.000 19.465 to 120.0 0.0 8.000 0.0 103 65.67 0.1457 0.0 19.000 2.769 Vel= 10.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams RDK Engineers Page 11 Brooks School Chapel Renovation Date 05/09/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****"*" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 103 26.39 2.067 0.0 12.000 22.234 to 120.0 0.0 0.0 0.0 104 92.06 0.0806 0.0 12.000 0.967 Vel= 8.80 104 26.96 2.067 1E 5.0 15.000 23.201 to 120.0 0.0 5.000 0.0 105 _ 119.02 0.1297 0.0 20.000 2.594 Vel= 11.38 105 0.0 2.067 J 0.0 1.000 25.795 to 120.0 0.0 0.0 0.433 TOR1 119.02 0.1290 0.0 _ 1.000 _ 0.129 _ Vel= 11.38 TORI 92.62 2.635 1E 8.237 9.000 26.357 to 120.0 0.0 8.237 3.898 BOR1 _211.64 0.1153 0.0 _ 17.237 _ 1.988 _ Vel= 12.45 BOR1 0.0 2.635 0.0 8.000 32.243 to 120.0 0.0 0.0 0.217 122 211.64 0.1152 0.0 8.000 0.922 Vel= 12.45 _ 0.0 211.64 _ 33.382 K Factor= 36.63 _ 106 46.16 2.067 0.0 12.000 22.289 to 120.0 0.0 0.0 0.0 107 46.16 0.0225 0.0 _ 12.000 0.270 Vel= 4.41 107 46.46 2.067 0.0 10.500 22.559 to 120.0 0.0 0.0 0.0 108 92.62 0.0815 _ 0.0 10.500 0.856 Vel= 8.86 108 0.0 2.067 3E 15.0 2.500 23.415 to 120.0 0.0 15.000 1.516 TORI 92.62 0.0815 0.0 17.500 1.426 Vel= 8.86 0.0 92.62 _ _ 26.357 K Factor= 18.04_ 109 27.82 1.61 3E 12.0 36.000 28.516 to 120.0 0.0 12.000 0.0 110 27.82 0.0298 0.0 48.000 _ 1.428 _ Vel= 4.38 110 0.0 1.61 1E 4.0 1.000 29.944 to 120.0 0.0 4.000 0.433 TOR2 27.82 0.0298 0.0 5.000 0.149 Vel= 4.38 TOR2 0.0 2.635 IE 8.237 9.000 30.526 to 120.0 0.0 8.237 3.898 BOR2 27.82 0.0027 0.0 _17.237 _0.046 _ _ Vel= 1.64 _ BOR2 +0.0 2.635` 6E 49.423 57.000 34.470 to 120.0 0.0 49.423 0.217 123 27.82 0.0027 0.0 106.423 0.287 Vel= 1.64 0.0 27.82 34.974 K Factor= 4.70 111 41.92 2.635 3E 24.711 9.000 28.075 to 120.0 0.0 24.711 0.433 112 41.92 0.0058 0.0 33.711 _0.194 Vel= 2.47 112 42.90 2.635 0.0 10.000 28.702 - - - to 120.0 0.0 0.0 0.0 113 84.82 0.0213 0.0 10.000 0.213 Vel= 4.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams RDK Engineers Page 12 Brooks School Chapel Renovation Date 05/09/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """""'' Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 113 43.06 2.635 1E 8.237 1.000 28.915 to 120.0 0.0 8.237 0.0 TOR4 127.88 0.0454 0.0 9.237 0.419_ _ Vel= 7.52 TOR4 0.0 3.26 1E 9.408 9.000 29.334 to 120.0 0.0 9.408 3.898 BOR4 127.88 0.0161 0.0 18.408 0.297 _ Vel = 4.92 BOR4 0.0 3.26 4E 37.631 25.000 33.529 to 120.0 0.0 37.631 0.217 120, 127.88 0.0161 0.0 _62.631 62.631_ _ 1.008 Vel= 4.92 _ 0.0 127.88 _ _ 34.754 K Factor= 21.69 114 41.92 2.635 0.0 10.000 27.052 to 120.0 0.0 0.0 0.0 115 41.92 0.0058 0.0 10.000_ 0.058 _ _ Vel= 2.47 115 43.03 2.635 2E 16.474 9.500 27.110 to 120.0 0.0 16.474 0.0 116 84.95 0.0213 0.0 _25.974 0.553 Vel= 5.00 116 41.19 2.635 0.0 6.500 27.663 to 120.0 0.0 0.0 0.0 117 126.14 0.0443 0.0 6.500 _ 0.288 ---Vol= 7.42 117 21.51 2.635 0.0 3.500 27.951 to 120.0 0.0 0.0 0.0 118 147.65 0.0591 _ 0.0 3.500 _ 0.207 _ _ _Vel= 8.69 118 61.30 2.635 1 E 8.237 1.000 28.158 to 120.0 0.0 8.237 0.0 I TOR3 208.95 0.1126 0.0 9.237 1.040 Vel= 12.29 TOR3 0.0 3.26 1E 9.408 9.000 29.198 to 120.0 0.0 9.408 3.898 BOR3 208.95 0.0399 0.0 _ 18.408 0.735 _ Vel= 8.03 _ BOR3 0.0 3.26 1E 9.408 8.000 33.831 to 120.0 0.0 9.408 0.217 119 208.95 0.0399 _ 0._0 _ 17.408 0.695 Vel= 8.03 119 0.0 4.26 0.0 1.000 34.743 to 120.0 0.0 0.0 0.0 120 208.95 0.01100.0 1.000 0.011 _ Vel= 4.70 120 127.88 4.26 -- 0.0 10.000 34.754 to 120.0 0.0 0.0 0.0 121_ 336.83 0.0262 _ 0.0 10.000 0.262 _ Vel= 7.58 121 239.46 6.357 5E 88.014 15.000 35.016 to 120.0 0.0 88.014 0.0 124 576.29 0.0101 0.0 103.014 1.040 Vel= 5.83 0.0 576.29 _ 36.056_ _ K Factor= 95.97 122 211.64 4.26 8E 105.337 38.000 33.382 to 120.0 0.0 105.337 0.0 123 211.64 0.0111 0.0 143.337 1.592 Vel= 4.76 123 27.82 4.26 0.0 3.000 34.974 to 120.0 0.0 0.0 0.0 121 239.46 0.0140 0.0 3.000 0.042 Vel= 5.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams RDK Engineers Page 13 Brooks School Chapel Renovation Date 05/09/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 239.4635.016 K Factor= 40.47 . ..._._.._.. -- -- - - 124 576.29 6.357 2E 35.205 12.000 36.056 to 120.0 IG 3.772 90.528 5.557 *Fixed loss=2.958 UG1 576.29 0.0101 1Ala 33.948 102.528 1.034 Vel= 5.83 1Z 17.603 lZac 0.0 UG1 0.0 4.1 4E 58.134 150.000 42.647 to 140.0 IG 2.907 61.041 0.0 UG2 576.29 0.0642 0.0 211.041 13.555 Vel= 14.00 UG2 0.0 6.16 1E 20.084 130.000 56.202 to 140.0 IG 4.304 24.388 0.0 UG3 576.29 0.0088 _ 0.0 _154.388 1.366 Vel= 6.20__ UG3 0.0 6.16 2E 40.168 300.000 57.568 to 140.0 1G 4.304 44.472 -8.229 TEST 576.29 0.0088 _ -0.0 _ 344.472 3.047 Vel= 6.20 _ 100.00 - Qa= 100.00 676.29 52.386 K Factor= 93.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 VIRIIRI TE SAW TAMI15 BROOKS SCHOOL 1160 Great Pond Road North Andover, Massachusetts 01845 May 9, 2014 Mr. Todd McCabe Project Executive Consigli Construction Co., Inc. 72 Sumner Street Milford, MA 01757 RE: Letter of Intent Ashburn Chapel Renovation and Addition Brooks School,North Andover, MA Dear Todd: Upon your endorsement of this letter, this letter will serve as confirmation of the intent of Brooks School to enter into an agreement with Consigli Construction Co., Inc. for services on the above- referenced project. Brooks accepts Consigli's base construction proposal of$4,692,259 (Schedule of Values dated 4/25/2014 attached). In order to maintain schedule, Consigli is authorized to proceed with permitting, subcontractor buyout and other time critical components of the project while both parties work in good faith to negotiate and execute a mutually-acceptable contract agreement using AIA documents A141- 2004 and A141-2004 Exhibit A, B and C. The scope of the project is as defined in Goody Clancy Architects' "Brooks School Chapel Renovation and Addition" Bid Set drawings dated May 9, 2014. Please endorse this letter and return originals. Please provide a copy of Consigli's insurance certificate with required coverage naming Brooks School as additionally insured. Signed, ''Ad d, 4 Dean Ellerton MCC e Director of Operations Projec - xecutive Brooks School Consigli Construction Co., Inc. Date: May 16, 2014 Date: Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Base Bid 01.00.00 GENERAL REQUIREMENTS 01.56.00 Temporary Barriers&Enclosures Temporary floor protection-first floor wood flooring 2,620 sf 0.50 /sf 1,310 Temporary wall protection 1 Is 25,000.00 /Is 25,000 Protect existing sprinkler riser to remain 2 ea 200.00 /ea 400 Protect existing interior wood posts @ sanctuary 6 ea 100.00 /ea 600 Temporary roof protection 1 Is 5,000.00 /Is 5,000 Temporary Barriers&Enclosures 32,310 GENERAL REQUIREMENTS 7,800 sf 4.14 /sf 32,310 02.00.00 EXISTING CONDITIONS 02.41.13 Demolition-Site Remove&reset hydrant 1 ea 2,400.00 /ea 2,400 Sawcut bituminous concrete paving 200 If 5.50 /If 1,100 Demo bituminous concrete paving 2,000 sy 8.00 /sy 16,000 Demo bluestone walks 1,210 sf 4.00/sf 4,840 Demo site/retaining walls 400 sf 20.00 /sf 8,000 Demo fencing 221 If 8.00 /if 1,768 Remove/Dispose Sign 1 ea 150.00 /ea 150 Remove/Dispose Light Pole/Bse 1 ea 250.00 /ea 250 Remove/Relocate Granite Bench 2 ea 500.00 /ea 1,000 Remove/Relocate Stone Pillars 2 ea 2,000.00 /ea 4,000 Remove/Relocate Gate at Pillars 1 ea 2,250.00 /ea 2,250 Remove/Relocate Light Pole/Base 1 ea 1,500.00 /ea 1,500 Remove/Relocate Memorial 1 ea 800.00 /ea 800 Remove/Relocate Post Mounted Sign 2 ea 250.00 /ea 500 Demolition-Site 44,558 02.41.19 Demolition-Concrete Demo concrete slab-on-grade 2,560 sf 9.07 /sf 23,211 Demo portico slab 35 sf 15.29 /sf 535 Remove portion of foundation wall-for connection 74 sf 20.69 /sf 1,531 Remove portion of foundation wall-for window 26 sf 20.69 /sf 538 openings Demo stairs-CIP concrete 150 If 15.07 /If 2,260 Saw cut slabs 260 If 4.30 /If 1,118 Demolition-Concrete 29,193 Brooks School Chapel-DD.pee Page 1 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 02.41.25 Demolition-Steel Demo metal railing 10 if 19.67 /If 197 Remove existing metal floor grates 4 ea 50.00 /ea 200 Demolition-Steel 397 02.41.28 Demolition-Wood Framing Demo wood wall framing-exterior wall 1,310 sf 2.36 /sf 3,092 Demo wood wall framing-new exterior wall opening 150 sf 3.37 /sf 506 Demo wood decking and joists @ roof 620 sf 2.95 /sf 1,829 Demo portico roof 40 sf 7.87 /sf 315 Demo wood columns @ portico 2 ea 37.76 /ea 76 Demo wood rafter and decking @ north gable 60 sf 11.80 /sf 708 Demo plywood sheathing-roof 620 sf 1.61 /sf 1,000 Demo plywood sheathing-walls exterior 1,460 sf 1.91 /sf 2,784 Demo stairs-wood-front 1 fit 1,180.00 /fit 1,180 Demo stairs-wood-back 1 fit 1,180.00 /fit 1,180 Demo area of chancel floor for future ramp 28 sf 23.60 /sf 661 Demo area of sanctuary floor for future grills 55 sf 23.60 /sf 1,298 Cut hole in floor for bellows piping 1 ea 89.00 /ea 89 Demolition-Wood Framing 14,717 02.41.31 Demolition-Millwork Demo casework-bases 11 if 32.40 /If 356 Demo casework-uppers 5 If 24.30 /If 122 Demo casework-storage 30 If 30.38 /If 911 Demo wood railing @ chancel 16 If 20.75 /If 332 Demo wood paneling-choir room 820 sf 1.08 /sf 886 Demolition-Millwork 2,607 02.41.34 Demolition-Roofing/Siding Demo shingle roofing @ roof to remain 3,250 sf 1.18 /sf 3,835 Demo shingle roofing @ roof to be removed 620 sf 1.18 /sf 732 Demo wood siding @ exterior walls to remain 1,490 sf 1.22 /sf 1,810 Demo wood siding @ exterior walls to be removed 1,460 sf 1.22 /sf 1,774 Demo gutters/downspouts 230 If 7.13 /if 1,640 Demo exterior wood trim @ siding 500 If 1.87 /If 935 Demo exterior wood trim @ windows 410 If 2.03 /If 830 Brooks School Chapel-DD.pee Page 2 Brooks School Chapel Renovation and Addition 4/25/2014 CGNSIGLI Design Development 1"". 191,5 Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Demolition-Roofing/Siding 11,556 02.41.37 Demolition-Doors/Windows Demo door-interior 16 Ivs 65.75 /Ivs 1,052 Demo door-exterior 5 Ivs 102.20 /Ivs 511 Demo frames-single 13 ea 81.00 /ea 1,053 Demo frames-double 4 ea 121.50 /ea 486 Demo windows-wood(ea) 28 ea 160.00 /ea 4,480 Demolition-Doors/Windows 7,582 02.41.40 Demolition-Walls/Partitions Remove exisitng load bearing wall-8" 770 sf 9.69 /sf 7,461 Remove exisitng load bearing wall-18" 290 sf 23.85 /sf 6,917 Demo interior partitions-plaster 4,600 sf 2.44 /sf 11,242 Demo interior partitions-plaster-low partition 160 sf 2.44 /sf 391 Demolition-Walls/Partitions 26,011 02.41.43 Demolition-Ceilings Demo hard ceiling-basement 1,320 sf 2.43 /sf 3,208 Demo hard ceiling-first 110 sf 2.43 /sf 267 Demo act grid&tiles-basement 870 sf 1.39 /sf 1,208 Demolition-Ceilings 4,683 02.41.46 Demolition-Flooring Demo carpet-broadloom 1,310 sf 1.03 /sf 1,345 Demolition-Flooring 1,345 02.41.52 Demolition-MEP Demo plumbing fixtures 4 ea 188.80 /ea 755 Demo MEP duct(>2'x2') 45 If 21.45 /If 965 Demo HVAC units 1 Is 2,000.00 /Is 2,000 Demo light fixtures-basement 30 ea 69.93 /ea 2,098 Demo light fixtures-first 20 ea 69.93 /ea 1,399 Demolition-MEP 7,217 02.42.31 Salvage-Millwork Salvage pews-45 ea 4701f 11.55 /If 5,429 Salvage existing altar 1 ea 462.00 /ea 462 Remove bell tower 1 Is 20,000.00 /Is 20,000 Brooks School Chapel-DD.pee Page 3 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development 1"". ,99)5 i . e Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 02.42.31 Salvage-Millwork Salvage plaques and glass @ entrance-allowance 1 Is 5,000.00 /Is 5,000 Salvage-Millwork 30,891 02.82.00 Asbestos Remediation Abatement allowance 1 Is 15,000.00 /Is 15,000 Asbestos Remediation 15,000 EXISTING CONDITIONS 7,800 sf 25.10 /sf 195,755 03.00.00 CONCRETE 03.11.25 Concrete Forming-Footings Form/place/strip continuous footings(0-12"dp,up 190 If 36.60 /If 6,954 to 6'w) Concrete form rental-footings 380 sfca 2.00 /sfca 760 Concrete Forming-Footings 7,714 03.11.35 Concrete Forming-Walls Form/place/strip foundation walls(up to 4'h)-W 122 If 89.50 /If 10,919 Addition(1/A4.11) Form/place/strip foundation walls(up to 4'h)-E 15 If 89.50 /If 1,343 Addition(2/A3.01) Form/place/strip foundation walls(4'-8'h)-E 15 If 111.88 /If 1,678 Addition(2/A4.11) Form/place/strip foundation walls(4'-8'h)-E 33 If 111.88 /If 3,692 Addition(1/A3.01) Concrete form rental-walls-W Addition(1/A4.11) 854 sfca 2.00 /sfca 1,708 Concrete form rental-walls-E Addition(2/A4.11) 235 sfca 2.00 /sfca 470 Concrete form rental-walls-E Addition(1/A3.01) 385 sfca 2.00 /sfca 770 Concrete form rental-walls-E Addition(2/A3.01) 120 sfca 2.00 /sfca 240 Concrete form rental-walls-Elevator Pit Walls 240 sfca 2.00 /sfca 480 Concrete Forming-Walls 21,299 03.11.50 Concrete Forming-Flatwork Form/strip slab on grade edge forms/construction 80 If 27.65 /If 2,212 joints(<12")-Equipment Pads Form/strip elevator pit slab 1 ea 2,000.00 /ea 2,000 Concrete Forming-Flatwork 4,212 03.11.75 Concrete Forming-Pits Brooks School Chapel-DD.pee Page 4 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development 191)5 Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 03.11.75 Concrete Forming-Pits Form/place/strip elevator pit walls-2-sided(up to 8' 30 If 150.00 /If 4,500 h) Concrete Forming-Pits 4,500 03.21.00 Reinforcing Steel Reinforcing steel material-foundations-W Addition 1 ton 1,100.00 /ton 1,087 (1/A4.11) Reinforcing steel material-foundations-E Addition 0 ton 1,100.00 /ton 299 (2/A4.11) Reinforcing steel material-foundations-E Addition 0 ton 1,100.00 /ton 491 (1/A3.01) Reinforcing steel material-foundations-E Addition 0 ton 1,100.00 /ton 153 (2/A3.01) Reinforcing steel material-foundations-Elevator Pit 0 ton 1,100.00 /ton 306 Walls Reinforcing steel material-foundations 2 ton 1,100.00 /ton 1,741 Reinforcing steel installation-foundations-W 1 ton 900.00 /ton 889 Addition(1/A4.11) Reinforcing steel installation-foundations-E 0 ton 900.00 /ton 245 Addition(2/A4.11) Reinforcing steel installation-foundations-E 0 ton 900.00 /ton 401 Addition(1/A3.01) Reinforcing steel installation-foundations-E 0 ton 900.00 /ton 125 Addition(2/A3.01) Reinforcing steel installation-foundations-Elevator 0 ton 900.00 /ton 250 Pit Walls Reinforcing steel installation-foundations 2 ton 900.00 /ton 1,425 Reinforcing Steel 7,412 03.22.00 Welded Wire Fabric Reinforcing Welded wire mesh material-SOG 2,780 sf 0.20 /sf 556 Welded wire mesh material-SOG-Elevator Pit Slab 80 sf 0.20 /sf 16 Welded wire mesh material-SOG-Equipment Pads 200 sf 0.20 /sf 40 Mesh accessories-SOG 2,780 sf 0.05 /sf 139 Mesh accessories-SOG-Elevator Pit Slab 80 sf 0.05 /sf 4 Mesh accessories-SOG-Equipment Pads 200 sf 0.05 /sf 10 Welded wire mesh installation-SOG 2,780 sf 0.15 /sf 417 Welded wire mesh installation-SOG-Elevator Pit 80 sf 0.15 /sf 12 Slab Brooks School Chapel-DD.pee Page 5 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development 199)5 Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 03.22.00 Welded Wire Fabric Reinforcing Welded wire mesh installation-SOG-Equipment 200 sf 0.15 /sf 30 Pads Welded Wire Fabric Reinforcing 1,224 03.31.20 Concrete Ready Mix-Foundations Concrete ready-mix-continuous footings(3000 psi) 4 cy 98.00 /cy 436 -Elevator Pit Walls Concrete ready-mix-continuous footings(3000 psi) 21 cy 98.00 /cy 2,069 Concrete ready-mix-walls(3000 psi)-W Addition 16 cy 98.00 /cy 1,550 (1/A4.11) Concrete ready-mix-walls(3000 psi)-E Addition 4 cy 98.00 /cy 427 (2/A4.11) Concrete ready-mix-walls(3000 psi)-E Addition 7 cy 98.00 /cy 699 (1/A3.01) Concrete ready-mix-walls(3000 psi)-E Addition 2 cy 98.00 /cy 218 (2/A3.01) Concrete Ready Mix-Foundations 5,397 03.31.50 Concrete Ready Mix-Flatwork Concrete ready-mix-slabs-on-grade(3000 psi) 51 cy 98.00 /cy 5,045 Concrete ready-mix-slabs-on-grade(3000 psi)- 1 cy 98.00 /cy 145 Elevator Pit Slab Concrete ready-mix-slabs-on-grade(3000 psi)- 4 cy 98.00 /cy 363 Equipment Pads Concrete Ready Mix-Flatwork 5,553 03.35.55 Concrete Finishing-Slabs-on-Grades Place&finish slabs-on-grade(4"to 6"thick) 2,780 sf 3.00 /sf 8,340 Place&finish slabs-on-grade(4"to 6"thick)- 200 sf 8.00 /sf 1,600 Equipment Pads Place&finish elevator pit slabs 80 sf 15.00 /sf 1,200 Concrete Finishing-Slabs-on-Grades 11,140 03.36.00 Miscellaneous Concrete Items Underslab vapor barrier 2,780 sf 0.46 /sf 1,270 Underslab vapor barrier-Elevator Pit Slab 80 sf 0.46 /sf 37 Underslab insulation 2,780 sf 1.38 /sf 3,823 Underslab insulation-Elevator Pit Slab 80 sf 1.38 /sf 110 Brooks School Chapel-DD.pee Page 6 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development F". 19"5 Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Miscellaneous Concrete Items 5,239 03.37.16 Pumped Concrete Concrete pumping-foundations-W Addition 0 day 1,800.00 /day 356 (1/A4.11) Concrete pumping-foundations-E Addition 0 day 1,800.00 /day 97 (2/A4.11) Concrete pumping-foundations-E Addition 0 day 1,800.00 /day 160 (1/A3.01) Concrete pumping-foundations-E Addition 0 day 1,800.00 /day 50 (2/A3.01) Concrete pumping-foundations-Elevator Pit Walls 0 day 1,800.00 /day 101 Concrete pumping-SOG 1 day 1,800.00 /day 1,159 Concrete pumping-SOG-Elevator Pit Slab 0 day 1,800.00 /day 34 Pumped Concrete 1,958 CONCRETE 7,800 sf 9.70 /sf 75,649 04.00.00 MASONRY 04.22.00 Concrete Unit Masonry CMU-normal weight-interior walls(8")-elevator 810 sf 22.00 /sf 17,820 shaft Concrete Unit Masonry 17,820 04.43.00 Stone Masonry Stone veneer @ deck 580 sf 70.00 /sf 40,600 Veneer clad elevator exhaust vent 44 sf 75.00 /sf 3,300 Stone Masonry 43,900 04.43.50 Miscellaneous Stone Elements Stone Piers at mechanical gate 80 sf 95.00 /sf 7,600 Miscellaneous Stone Elements 7,600 MASONRY 7,800 sf 8.89 /sf 69,320 05.00.00 METALS 05.51.00 Metal Stairs Elevator pit ladders 1 ea 550.00 /ea 550 Metal Stairs 550 05.52.00 Metal Railings Brooks School Chapel-DD.pee Page 7 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development i r99)s Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 05.52.00 Metal Railings Railing-steel pipe&picket-exterior @ new 13 If 180.00 /If 2,340 outdoor deck stairs Rail-steel picket-exterior @ new outdoor deck 100 If 150.00 /If 15,000 edge Metal Railings 17,340 05.53.00 Metal Gratings New floor grills @ sanctuary 70 sf 36.80 /sf 2,576 Metal Gratings 2,576 METALS 7,800 sf 2.62 /sf 20,466 06.00.00 WOOD,PLASTICS&COMPOSITES 06.01.40 Architectural Woodwork Restoration clean existing wood framing @ first 1 Is 5,000.00 /Is 5,000 Sand and refinish wood columns @ sanctuary 8 ea 200 sf 10.00 /sf 2,000 Architectural Woodwork Restoration 7,000 06.10.00 Rough Carpentry Roof blocking-3 2x4 at roof edge 7501f 7.76 /If 5,819 Window blocking(up to 2x4) 510 If 9.25 /If 4,720 Door blocking-exterior(up to 2x6) 100 If 9.47 /If 947 Blocking at foundation walls 4051f 9.42 /If 3,815 Rough Carpentry 15,301 06.11.00 Wood Framing HC ramp/alter framing&adjustments @ chancel 24 sf 600.00 /sf 14,400 Frame walls(2x4 @ 16"o.c-10'h) 260 If 22.50 /If 5,850 New beam @ east foundation wall removal- 1 Is 3,500.00 /Is 3,500 basement New column(s)and beam @ line E-basement 1 Is 15,000.00 /Is 15,000 New column supporting beam @ line 2-basement 1 Is 7,500.00 /Is 7,500 New beam @ line 1 including rehanging joists- 1 Is 15,000.00 /Is 15,000 basement Structural work for bearing wall removal @ line D- 1 Is 7,500.00 /Is 7,500 basement New beams @ N/S addition connection-first 21 If 400.00 /If 8,400 Frame floors-2x construction-2x1016"OC-1,050 1,050 sf 16.00 /sf 16,800 SF Brooks School Chapel-DD.pee Page 8 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 06.11.00 Wood Framing Frame roof-2x construction-2x8 18"OC-E/W add 1,150 sf 18.00 /sf 20,700 roofs Frame roof-2x construction-48 32"OC-N/S add 900 sf 18.00 /sf 16,200 roofs Wood plank ceiling-1x6 T&G 730 sf 24.00 /sf 17,520 Frame stairs-front 1 fit 6,800.00 /fit 6,800 Frame stairs-back 1 fit 7,700.00 /fit 7,700 Wood furring-walls-2x4 vertical furring 24"OC at 2,600 sf 2.35 /sf 6,110 new exterior wall for wood siding Wood furring-walls-2x4 vertical furring 24"OC at 1,500 sf 2.35 /sf 3,525 existing exterior wall to be reclad Infill floors where grills are removed 15 sf 20.00 /sf 300 Wood Framing 172,805 06.13.00 Heavy Timber Construction Temporary shoring @ load bearing walls removed 130 If 175.00 /If 22,750 Temporary shoring @ exterior walls to be removed 20 If 175.00 /If 3,500 for N/S additons Temporary bracing of exterior walls 1 Is 5,000.00 /Is 5,000 Heavy Timber Construction 31,250 06.16.00 Sheathing Floor sheathing-T&G plywood(3/4") 720 sf 3.60 /sf 2,592 Subflooring-T&G plywood(1/2") 720 sf 3.30 /sf 2,376 Roof sheathing-SE plywood(5/8") 2,000 sf 3.72 /sf 7,430 Wall sheathing-SE plywood(3/4")-new walls 2,020 sf 4.79 /sf 9,666 Wall sheathing-SE plywood(3/4")-existing walls to 1,110 sf 4.79 /sf 5,311 be reclad Sheathing 27,375 06.19.00 Miscellaneous Rough Carpentry Frame&deck exterior decks 1,020 sf 34.00 /sf 34,680 Frame&deck exterior deck stairs 14 sf 50.00 /sf 700 Reinstall bell tower 1 Is 10,000.00 /Is 10,000 Miscellaneous Rough Carpentry 45,380 06.20.13 Exterior Finish Carpentry Wood trim @ roof line 4501f 16.00 /If 7,200 Brooks School Chapel-DD.pee Page 9 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development r9()5 Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 06.20.13 Exterior Finish Carpentry Corner boards @ siding 300 If 13.00 /If 3,900 Door trim-front door 80 If 12.00 /If 960 Door trim-front door 23 If 17.00 /If 391 Window trim-exterior 510 If 14.00 /If 7,140 Window sills-exterior 110 If 18.00 /If 1,980 Eave trim 250 If 15.00 /If 3,750 Exterior Finish Carpentry 25,321 06.20.23 Interior Finish Carpentry Wood base 300 If 15.81 /If 4,742 Wood wall cap-low wall @ stairs 20 If 18.00 /If 360 Window casing 510 If 6.60 /If 3,366 Window sills 110 If 8.00 /If 880 Wood doorjamb-interior doors-8 single,4 double 216 If 10.30 /If 2,225 Wood doorjamb-exterior doors-3 single,1 double 71 If 10.30 /If 731 Wood door casing-interior doors-8 single,4 double 432 If 6.60 /If 2,851 Wood door casing-exterior doors(interior side)-3 71 If 6.60 /If 469 single, 1 double Interior Finish Carpentry 15,624 06.41.00 Architectural Wood Casework AV desk 7 If 300.00 /If 2,100 Built-in benches 17 ea 200.00 /ea 3,400 Built-in bench/shelf at basement foundation wall 120 If 150.00 /If 18,000 Architectural Wood Casework 23,500 06.43.00 Wood Stairs&Railings Wood stair treads&risers-front stair 60 If 30.00 /If 1,800 Wood stair treads&risers-back stair 45 If 30.00 /If 1,350 Wood guardrail @ back stair 60 If 65.50 /If 3,930 Wood handrails @ front&back stair 120 If 50.00 /If 6,000 Wood handrails @ chancel ramp 14 If 50.00 /If 700 Wood Stairs&Railings 13,780 WOOD,PLASTICS&COMPOSITES 7,800 sf 48.38 /sf 377,336 07.00.00 THERMAL&MOISTURE PROTECTION 07.10.00 Dampproofing&Waterproofing Foundation wall waterproofing-peel&stick 970 sf 5.00 /sf 4,850 Brooks School Chapel-DD.pee Page 10 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development J;rl. tans Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 07.10.00 Dampproofing&Waterproofing Elevator pit waterproofing-cementitious 200 sf 11.00 /Sf 2,200 Dampproofing&Waterproofing 7,050 07.21.00 Thermal Insulation Rigid insulation- top of foundation walls-2" 300 sf 3.00 /sf 900 Rigid insulation- 5"on roof-new 2,000 sf 9.00 /Sf 18,000 Rigid insulation- 5"on roof-existing to be re-roofed 3,300 sf 9.00 /sf 29,700 Rockwool insulation 2"-new walls 2,020 sf 4.75 /sf 9,595 Rockwool insulation 2"-existing walls to be reclad 1,110 sf 4.75 /sf 5,273 Blown insulation-in-wall-cellulose-new walls 2,020 sf 3.50 /sf 7,070 Blown insulation-in-wall-cellulose-existing walls 1,110 sf 3.50 /sf 3,885 to be reclad Blown insulation-in-wall-cellulose-basement 1,480 sf 3.50 /sf 5,180 furred walls @ foundation walls Thermal Insulation 79,603 07.26.00 Vapor Retarders Air/vapor barrier-exterior walls-new 2,020 sf 0.75 /sf 1 1 / ,5 5 Air/vapor barrier-exterior walls-existing to be 1,110 sf 0.75 /sf 833 reclad Self adhering underlayment membrane-new roof 2,000 sf 1.00 /sf 2,000 Self adhering underlayment membrane-existing to 3,300 sf 1.00 /Sf 3,300 be re-roofed Vapor Retarders 7,648 07.41.00 Roof Panels Standing seam metal roof-zinc-new roof 2,000 sf 42.00 /sf 84,000 Standing seam metal roof-zinc-existing to be 3,300 sf 42.00 /sf 138,600 re-roofed Roof Panels 222,600 07.46.00 Siding Wood clapboard siding 6"exposure-new walls 2,020 sf 13.00 /sf 26,260 Wood clapboard siding 6"exposure-existing walls 1,110 sf 13.00 /sf 14,430 to be reclad Siding 40,690 07.71.00 Roof Specialties Brooks School Chapel-DD.pee Page 11 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 07.71.00 Roof Specialties Downspouts-aluminum(3"x4") 150 If 10.00 /If 1,500 Gutters-aluminum(5") 250 If 15.00 /If 3,750 Roof Specialties 5,250 07.72.00 Roof Accessories Rain protection above doors 24 If 30.00 /If 720 Roof Accessories 720 THERMAL&MOISTURE PROTECTION 7,800 sf 46.61 /sf 363,560 08.00.00 OPENINGS 08.10.05 Doors&Frames Install door leaf 22 Ivs 192.00 /Ivs 4,224 Doors&Frames 4,224 08.14.00 Wood Doors Wood door-interior-basement 12 Ivs 200.00 /Ivs 2,400 Wood door-interior-first 4 Ivs 300.00 /Ivs 1,200 Wood door-exterior 5 Ivs 750.00 /Ivs 3,750 Pocket door w/frame(3'x 7') @ AV 1 Ivs 400.00 /Ivs 400 Wood Doors 7,750 08.41.00 Entrances&Storefronts Interior aluminum storefront glazing system 510 sf 80.00 /sf 40,800 Aluminum storefront doors-swinging-wood- 4 Ivs 3,500.00 /Ivs 14,000 interior Aluminum storefront doors-swinging-wood- 1 Ivs 4,000.00 /Ivs 4,000 exterior Entrances&Storefronts 58,800 08.52.00 Wood Windows Wood windows-double-hung-27"x 3'6" 6 ea 1,350.00 /ea 8,100 Wood windows-double-hung-2'10"x 3' 4 ea 1,500.00 /ea 6,000 Wood windows-double-hung-2'10"x 5'4" 2 ea 1,600.00 /ea 3,200 Wood windows-double-hung-3'6"x 4'8" 9 ea 1,750.00 /ea 15,750 Wood windows-double-hung-3'6"x 6'10" 4 ea 1,850.00 /ea 7,400 Wood windows-double-hung-7'x 7'10" 1 ea 2,000.00 /ea 2,000 Wood windows-double-hung-10'4"x 7'10" 1 ea 2,100.00 /ea 2,100 Wood windows-hopper @ basement-27"x 3'6" 7 ea 1,250.00 /ea 8,750 Page 12 Brooks School Chapel-DD.pee Pa I g Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Wood Windows 53,300 08.71.00 Door Hardware Hardware sets 16 set 1,256.00 /set 20,096 Door Hardware 20,096 08.90.00 Louvers&Vents Elevator exhaust vent @ roof 1 ea 972.00 /ea 972 Soffit vent @ roof eave 2501f 8.00 /If 2,000 Louvers&Vents 2,972 OPENINGS 7,800 sf 18.86 /sf 147,142 09.00.00 FINISHES 09.21.13 Gypsum Board Assemblies-Walls GWB partition-standard-basement 2,900 sf 6.50 /sf 18,850 GWB partition-standard-first 940 sf 6.50 /sf 6,110 GWB partition-standard-low wall 70 sf 7.00 /sf 490 GWB partition-elevator shaft 680 sf 11.45 /sf 7,786 GWB partition-1-sided chase wall-bathroom 320 sf 4.00 /sf 1,280 GWB partition-furred-basement @ foundation 1,500 sf 4.50 /sf 6,750 Gypsum board only-first @ exterior walls 3,400 sf 5.00 /sf 17,000 Premium for cement board @ wall tile 360 sf 1.00 /sf 360 Gypsum Board Assemblies-Walls 58,626 09.21.16 Gypsum Board Assemblies-Ceilings&Soffits Gypsum board ceilings 3,400 sf 7.50 /sf 25,500 Gypsum board soffits-assume 10%of GWB ceilings 340 sf 12.00 /sf 4,080 Gypsum Board Assemblies-Ceilings&Soffits 29,580 09.23.00 Gypsum Plastering Gypsum plaster-on walls-no lath 200 sf 10.00 /sf 2,000 Gypsum plaster-on walls-w lath 670 sf 13.00 /sf 8,710 Patch/repair existing plaster-allowance 1 allw 5,000.00 /allw 5,000 Gypsum Plastering 15,710 09.30.00 Tiling Ceramic floor tile @ bathrooms 350 sf 17.60 /sf 6,160 Ceramic wall tile @ bathrooms-5'on wet walls 360 sf 14.50 /sf 5,220 Ceramic tile base 110 If 22.30 /If 2,453 Brooks School Chapel-DD.pee Page 13 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Tiling 13,833 09.51.00 Acoustical Ceilings Acoustical ceiling tile @ AV room per note on 75 sf 6.00 /sf 450 1/A4.11 Acoustical Ceilings 450 09.62.00 Specialty Flooring Polish new concrete floors 2,300 sf 10.00 /sf 23,000 Specialty Flooring 23,000 09.64.00 Wood Flooring New wood flooring to match existing 810 sf 15.00 /sf 12,150 Wood flooring @ stair landings-front stair 40 sf 18.00 /sf 720 Wood flooring @ stair landings-back stair 50 sf 18.00 /sf 900 Refinish existing wood flooring 2,640 sf 7.00 /sf 18,480 Patch/repair wood flooring @ infill for grills 15 sf 20.00 /sf 300 Wood Flooring 32,550 09.65.00 Resilient Flooring Rubber base @ basement 460 If 6.00/If 2,760 Resilient Flooring 2,760 09.68.00 Carpeting Carpet runners @ sanctuary 40 sy 55.00 /sy 2,200 Carpeting 2,200 09.90.00 Painting&Coating Paint drywall partitions 13,800 sf 0.85 /sf 11,730 Paint plaster-new 870 sf 1.00 /sf 870 Paint plaster-existing 510 sf 1.00/sf 510 Paint drywall ceilings 3,400 sf 1.00 /sf 3,400 Paint drywall soffits 340 sf 1.25 /sf 425 Paint wood trim-exterior 1,800 If 2.50 /If 4,500 Paint exterior siding 3,130 sf 5.00 /sf 15,650 Painting&Coating 37,085 09.93.00 Staining&Transparent Finishing Stain/clear finish new wood trim-interior 2,250 If 3.00 /If 6,750 Brooks School Chapel-DD.pee Page 14 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Staining&Transparent Finishing 6,750 FINISHES 7,800 sf 28.53 /sf 222,544 10.00.00 SPECIALTIES 10.11.00 Visual Display Units Markerboards-aluminum frame at basement 1 ea 942.00 /ea 942 Visual Display Units 942 10.21.00 Compartments&Cubicles Toilet partitions-floor-mounted-phenolic 4 ea 1,760.00 /ea 7,040 Toilet partitions-floor-mounted-phenolic-ADA 2 ea 1,900.00 /ea 3,800 Compartments&Cubicles 10,840 10.28.00 Toilet Bath &Laundry Accessories Toilet paper dispenser 6 ea 118.00 /ea 708 Grab bars(36") 4 ea 188.33 /ea 753 Soap dispenser-surface mounted 3 ea 94.50 /ea 284 Waste receptacles-stainless steel(13 gal) 2 ea 706.00 /ea 1,412 Hand dryers(115 volt) 3 ea 741.00 /ea 2,223 Coat/robe hooks 6 ea 47.67 /ea 286 Framed mirrors(18"x 24") 3 ea 156.00 /ea 468 Sanitary napkin disposal 4 ea 259.00 /ea 1,036 Toilet,Bath,&Laundry Accessories 7,170 10.40.00 Safety Specialties Fire extinguisher-portable-ABC(10 Ib) 6 ea 179.00 /ea 1,074 Fire extinguisher cabinet-fully recessed-aluminum 6 ea 298.00 /ea 1,788 door&frame(8"x 12"x 27") Safety Specialties 2,862 SPECIALTIES 7,800 sf 2.80 /sf 21,814 12.00.00 FURNISHINGS 12.36.00 Countertops Bathroom counters 8 If 150.00 /If 1,200 Countertops 1,200 12.48.13 Entrance Floor Mats&Frames Walk off mat @ entry per note on 4/A4.01 25 sf 30.00 /sf 750 Brooks School Chapel-DD.pee Page 15 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development 191)5 Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Entrance Floor Mats&Frames 750 12.60.00 Multiple Seating New pews-F&I 1 Is 100,000.00 /Is 100,000 Fixed seating @ N/S Addition exterior walls 85 If 200.00 /If 17,000 Loose seats 1 Is 20,000.00 /Is 20,000 Multiple Seating 137,000 12.93.00 Site Furnishings Wood Benches 3 ea 1,500.00 /ea 4,500 Site Furnishings 4,500 FURNISHINGS 7,800 sf 18.39 /sf 143,450 14.00.00 CONVEYING EQUIPMENT 14.20.00 Elevators Passenger elevator-low head height elevator by 1 Is 160,580.00 /is 160,580 Gillespie Elevators 160,580 CONVEYING EQUIPMENT 7,800 sf 20.59 /sf 160,580 21.00.00 FIRE SUPPRESSION 21.00.05 Fire Suppression General Requirements Hydraulic calculations&shop drawings 1 Is 250.00 /Is 250 Testing g&inspection 7,800 sf 0.10 /sf 780 Coordination&management 1 Is 700.00 /Is 700 Coring&patching/firestopping 7,800 sf 0.05 /sf 390 Seismic restraints 7,800 sf 0.08 /sf 624 Permits&fees 1 Is 7,500.00 /Is 7,500 Access panels 4 ea 125.00 /ea 500 Record drawings/as-builts 2 ea 125.00 /ea 250 Off-load&distribution 7,800 sf 0.06 /sf 468 Demolition-Cut,drop&make safe 1 Is 2,000.00 /Is 2,000 Fire Suppression General Requirements 13,462 21.13.00 Fire-Suppression Sprinkler Systems Sprinkler head-wet 45 ea 95.00 /ea 4,275 Sprinkler main piping-w fittings&hangers 125 If 56.00 /If 7,000 Sprinkler branch piping-w fittings&hangers 585 If 21.00 /If 12,285 Wet alarm valve 1 ea 3,050.00 /ea 3,050 Brooks School Chapel-DD.pee Page 16 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development r „P; Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 21.13.00 Fire-Suppression Sprinkler Systems Floor control valve 1 ea 2,500.00 /ea 2,500 Zone control valve 1 ea 2,300.00 /ea 2,300 Tamper switch 1 ea 300.00 /ea 300 Fire-Suppression Sprinkler Systems 31,710 FIRE SUPPRESSION 7,800 sf 5.79 /sf 45,172 22.00.00 PLUMBING 22.00.05 PLUMBING-General Requirements Permits&fees 1 Is 7,500.00 /Is 7,500 Guarantee 1 Is 650.00 /Is 650 Record drawings/as-builts 3 ea 100.00 /ea 300 Coordination drawings 1 Is 1,500.00 /Is 1,500 Vibration isolation&seismic restraints 1 Is 250.00 /Is 250 Access panels-12"x12"furnish only 2 ea 100.00 /ea 200 Demolition-Cut,drop&make safe 1 Is 2,000.00 /Is 2,000 Cutting&patching 1 Is 300.00 /Is 300 Core drilling 1 ea 450.00 /ea 450 Daily cleanup 12 day 25.00 /day 300 Final cleanup 1 Is 400.00 /Is 400 Project management 1 Is 5,000.00 /Is 5,000 PLUMBING-General Requirements 18,850 22.07.00 PLUMBING-Insulation Plumbing equipment insulation 50 sf 10.00 /sf 500 Domestic water piping insulation 300 If 6.50 /If 1,950 PLUMBING-Insulation 2,450 22.11.00 PLUMBING-Domestic Water Piping Domestic water entrance-ductile iron-4" 15 If 300.00 /If 4,500 Domestic water-type"L"copper UG 50 If 13.64 /If 682 Domestic water-type"L"copper AG 250 If 27.08 /If 6,770 Sleeves 6 ea 50.00 /ea 300 Link seals 1 ea 250.00 /ea 250 Firestopping 2 ea 200.00 /ea 400 Valve tags&charts 8 ea 8.00 /ea 64 Pipe&equipment I.D.-every 30'of pipe 12 ea 10.00 /ea 120 Pressure gauges&thermometers 2 ea 75.00 /ea 150 Support steel-additional to hangers&clamps 1 Is 300.00 /Is 300 Brooks School Chapel-DD.pee Page 17 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development "P5 Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 22.11.00 PLUMBING-Domestic Water Piping Support hardware for seismic restraints 1 Is 150.00 /Is 150 Pipe flushing&sanitizing 1 ea 400.00 /ea 400 PLUMBING-Domestic Water Piping 14,086 22.13.00 PLUMBING-Sanitary,Waste&Vent Piping Sanitary waste&vent-CI bell&spigot-U/G 100 If 39.22 /If 3,922 Sanitary waste&vent-Cl no hub-A/G 180 If 38.10 /If 6,858 Sanitary small waste&vent-copper DWV-A/G 5 If 54.99 /If 275 Tie-ins to existing sanitary&vent 1 ea 400.00 /ea 400 Sleeves 4 ea 55.00 /ea 220 Firestopping 2 ea 275.00 /ea 550 Pipe&equipment I.D.-every 30'of pipe-A/G 8 ea 10.00 /ea 80 Pipe flushing&testing 1 ea 800.00 /ea 800 Floor drain/3"-#FD-A 2 ea 275.00 5 00 /ea 550 Floor drain/4"-#FD-B 2 ea 350.00 /ea 700 Floor cleanouts-#FCO's 1 ea 200.00 /ea 200 Wall cleanouts-#WCO's 2 ea 100.00 /ea 200 PLUMBING-Sanitary,Waste&Vent Piping 14,755 22.30.00 PLUMBING-Equipment HWH/Brad.Wht./#M-1-12UT6SS/electr.-12 gals. 1 ea 577.00 /ea 577 -Support steel 1 ea 300.00 /ea 300 -Drip pan/galv. 1 ea 400.00 /ea 400 -Equipment start up 1 Is 25.00 /Is 25 Water meter-w/remote readout-2" 1 ea 1,875.00 /ea 1,875 Backflow preventer-RPZ-BFP-2" 1 ea 1,650.00 /ea 1,650 -Support steel 1 ea 300.00 /ea 300 Expansion tan k/ASM E/pota ble/B&G#PTA-12-3.2 1 ea 1,058.00 /ea 1,058 gal. Trap primers/4 outlet 1 ea 800.00 /ea 800 Shock absorbers/Shoktrol#100(1-11 fixture units) 3 ea 146.00 /ea 438 Shock absorbers/Shoktrol#200(12-36 fixture units) 1 ea 268.00 /ea 268 Hose bibb-interior 2 ea 200.00 /ea 400 PLUMBING-Equipment 8,091 22.40.00 PLUMBING-Fixtures Water closet/wall mnt./carrier/sensor flush valve- 4 ea 1,350.00 /ea 5,400 P-1 Brooks School Chapel-DD.pee Page 18 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development E". ,94); Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 22.40.00 PLUMBING-Fixtures Water closet/wall mnt./carrier/sensor flush 2 ea 1,350.00 /ea 2,700 valve/ADA-P-1A Lavatory/lay-in/sensor faucet 2 ea 725.00 /ea 1,450 Lavatory/lay-in/sensor faucet/ADA 2 ea 750.00 /ea 1,500 -Multi-lavatory mixing valve-Leonard#270 2 ea 400.00 /ea 800 Mop sink/floor mnt/24"x24" 1 ea 1,250.00 /ea 1,250 Fixtures offload&distribution 11 ea 100.00 /ea 1,100 Rough-in fixtures 11 ea 150.00 /ea 1,650 PLUMBING-Fixtures 15,850 PLUMBING 7,800 sf 9.50 /sf 74,082 23.00.00 HEATING,VENTILATING&AIR CONDITIONING 23.00.01 HVAC-Testing&Balancing Testing&balancing(TAB) 7 day 1,500.00 /day 10,500 -TAB-Commissioning support 3 day 1,000.00 /day 3,000 HVAC-Testing&Balancing 13,500 23.00.05 HVAC-General Requirements Permit&Fees 1 Is 500.00 /Is 500 Guarantee 1 Is 8,500.00 /Is 8,500 Record drawings/as builts 4 ea 100.00 /ea 400 Coordination drawings 1 Is 7,500.00 /Is 7,500 Vibration isolation&seismic restraints 1 Is 5,000.00 /Is 5,000 Demolition-Cut&cap,disconnect&drop. 1 inc 5,000.00 /inc 5,000 Cutting&patching 1 Is 1,050.00 /Is 1,050 Dail cleanup P 60 days 25.00 /days 1,500 Final cleanup 1 Is 400.00 /Is 400 Project management 1 Is 5,000.00 /Is 5,000 HVAC-General Requirements 34,850 23.07.00 HVAC-Insulation Ductwork insulation-Ductwork sf 2,300 sf 3.50/sf 8,050 Equipment insulation 250 sf 10.00 /sf 2,500 Piping insulation-Grooved pipe 160 If 12.00 /If 1,920 Piping insulation-Copper pipe 1,050 If 7.50 /If 7,875 HVAC-Insulation 20,345 23.08.00 HVAC-Commissioning Support Brooks School Chapel-DD.pee Page 19 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 23.08.00 HVAC-Commissioning Support HVAC Commissioning-kick off meeting 1 Is 400.00 /Is 400 -Pre-functional test 1 Is 2,500.00 /Is 2,500 -Verification&functional tests 1 Is 1,600.00 /Is 1,600 -0&M training 1 Is 1,000.00 /Is 1,000 -Seasonal commissioning 1 Is 2,500.00 /Is 2,500 HVAC-Commissioning Support 8,000 23.09.00 HVAC-Automatic Temperature Controls ATC-Air handling unit-1@15 pts. 15 pnt 750.00 /pnt 11,250 ATC-In-line exhaust fan-1@5 pts. 55 pnt 450.00 /pnt 24,750 ATC-Air handling equip.VFD control wiring-2@2 4 pnt 300.00 /pnt 1,200 pts. ATC-Heat exchanger-1@7 pts. 7 pnt 600.00 /pnt 4,200 ATC-Condensate pump set-1@2 pts. 2 pnt 225.00 /pnt 450 ATC-In-line pumps-2@ 3 pts. 6 pnt 450.00 /pnt 2,700 ATC-Pump VFD control wiring-2@2 pts. 4 pnt 300.00 /pnt 1,200 ATC-Fintube radiation-1@2 pts. 2 pnt 250.00 /pnt 500 ATC-Cabinet unit heaters-2@3 pts. 6 pnt 250.00 /pnt 1,500 ATC-Steam PRV station/stainless tubing 1 ea 600.00 /ea 600 ATC-Condensing unit/DX split system-ACCU-1 1 ea 750.00 /ea 750 ATC-Mini-split AC/indoor units(wiring only) 4 ea 300.00 /ea 1,200 ATC-Mini-split AC/outdoor units(wiring only) 1 ea 750.00 /ea 750 ATC-BACnet Interface-No devices provided. 1 ea 450.00 /ea 450 -ATC-BAS hardware&software 1 Is 750.00 /Is 750 -ATC-Commissioning support 4 day 600.00 /day 2,400 HVAC-Automatic Temperature Controls 54,650 23.20.00 HVAC-Hydronics Equipment&Piping In-line/B&G#80 2xWY9 13/3 HP/90 GPM/50 TDH 2 ea 2,557.00 /ea 5,114 -Equipment start up 2 ea 50.00 /ea 100 Triple duty valves 2 ea 1,225.00 /ea 2,450 Expansion tanks/ASME/B&G#13-600-158 gal. 1 ea 4,047.00 /ea 4,047 Air seperator-3" 1 ea 1,402.00 /ea 1,402 Flex connectors-2%" 4 ea 220.00 /ea 880 VFD w/keypad/disconnect/NEMA 1 enclosure-3 HP 2 ea 2,687.00 /ea 5,374 Hot water s&r-sch 40 blk stl-grooved 100 If 85.20 /If 8,520 Hot water s&r-type"L"copper 340 If 23.82 /If 8,099 Refrigerant piping-type"ACR"copper 480 If 35.00 /If 16,800 Brooks School Chapel-DD.pee Page 20 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 23.20.00 HVAC-Hydronics Equipment&Piping Refrigerant charge-R410A add for piping only 20 lbs 10.50 /Ibs 210 AC condensate drains-type"L"copper 170 If 25.00 /If 4,250 -Valve tags&charts 18 ea 8.00 /ea 144 -Sleeves 16 ea 55.00 /ea 880 -Firestopping 4 ea 165.00 /ea 660 -Pipe&equipment I.D.-every 30'of pipe 46 ea 10.00 /ea 460 -Pressure gauges&thermometers 8 ea 100.00 /ea 800 -Support steel-additional to hangers&clamps 1 ea 650.00 /ea 650 -Support hardware for seismic restraints 1 ea 200.00 /ea 200 Systems fill&vent-per system 1 ea 800.00 /ea 800 Heat tracing-crawl space 35 If 75.00 /If 2,625 Chemical treatment 1 Is 8,500.00 /Is 8,500 -Shot feeder 1 Is 600.00 /Is 600 HVAC-Hydronics Equipment&Piping 73,565 23.30.00 HVAC-Sheetmetal&Fans Sheetmetal&accessories-galvanized 4,800 Ib 10.50 /Ib 50,400 Add for internal ductwork liner 540 sf 3.00 /sf 1,620 Exhaust fan/box/in-line-10,000 cfm 1 ea 5,179.00 /ea 5,179 -Offload&rigging 1 ea 400.00 /ea 400 -Support steel 1 ea 400.00 /ea 400 -Equipment start up 1 ea 200.00 /ea 200 VFD w/keypad/disconnect/NEMA 1 enclosure-3 HP 1 ea 2,687.00 /ea 2,687 Louver/#EAL-4-68"hx68"w/15.90 free area-10,000 2 ea 1,528.00 /ea 3,056 CFM M HVAC-Sheetmetal&Fans 63,942 23.50.00 HVAC-Central Heating Equipment Steam Psi reducing valve-1/3-2/3 PRV-1 1 ea 9,500.00 /ea 9,500 -Support steel 1 ea 250.00 /ea 250 -Muffling orifice 1 ea 350.00 /ea 350 -Safety valve 1 ea 500.00 /ea 500 -Drip pan elbow 1 ea 200.00 /ea 200 Duplex condensate removal pump set-25 gal. 1 ea 6,500.00 /ea 6,500 -Offload&rigging 1 ea 300.00 /ea 300 -Equipment start up 1 ea 100.00 /ea 100 Steam/sch 40 blk stl/CW/t&c 80 ea 43.62 /ea 3,490 Condensate/sch 80 blk st/ERW/weld 80 ea 122.17 /ea 9,774 Brooks School Chapel-DD.pee Page 21 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 23.50.00 HVAC-Central Heating Equipment Heat exchanger/shell&tube 1 ea 3,300.00 /ea 3,300 -Support stand 1 ea 1,275.00 /ea 1,275 -Offload&rigging 1 ea 500.00 /ea 500 HVAC-Central Heating Equipment 36,038 23.60.00 HVAC-Central Cooling Equipment Condensing unit/air cooled/outdoors-20 tons 1 ea 15,500.00 /ea 15,500 -Offload&rigging 1 ea 800.00 /ea 800 -Accessories installation 1 ea 200.00 /ea 200 -Equipment start up 1 ea 400.00 /ea 400 Indoor units/4-way clg.cassette(33"x33")-36 mbh 1 ea 4,055.00 /ea 4,055 Indoor units/4-way clg.cassette(33"03")-24 mbh 1 ea 3,100.00 /ea 3,100 Indoor units/4-way clg.cassette(33"03")-15 mbh 1 ea 2,780.00 /ea 2,780 Indoor units/high wall mnt.-6 mbh 1 ea 1,650.00 /ea 1,650 Outdoor cond. unit/heat&cool-96 mbh 1 ea 20,010.00 /ea 20,010 Single branch circuit controller/max.5-indoor units 1 ea 5,765.00 /ea 5,765 -Offload&distribution(indoor units) 4 ea 200.00 /ea 800 -Offload&rigging(outdoor units) 1 ea 450.00 /ea 450 -Condensate pumps 3 ea 330.00 /ea 990 -Equipment start up 1 ea 500.00 /ea 500 HVAC-Central Cooling Equipment 57,000 23.70.00 HVAC-Central Air Handling Equipment Modular air handling unit-AHU-1 10,500 cfm 7.50 /cfm 78,750 -Offload&rigging 1 ea 2,300.00 /ea 2,300 -Assemble sections 4 ea 400.00 /ea 1,600 -Equipment start up 1 ea 600.00 /ea 600 HVAC-Central Air Handling Equipment 83,250 23.80.00 HVAC-Heating&Cooling Terminal Equipment Finned-tube radiation-w/enclosure-1 row 8 If 125.00 /If 1,000 Cabinet unit heater/wall mount/hot water- 2 ea 1,500.00 /ea 3,000 CUH-1&2 -Equipment start up 2 ea 25.00 /ea 50 HVAC-Heating&Cooling Terminal Equipment 4,050 HEATING,VENTILATING&AIR CONDITIONING 7,800 sf 57.59 /sf 449,190 26.00.00 ELECTRICAL Brooks School Chapel-DD.pee Page 22 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 26.00.05 Electrical General Requirements Temporary power&lighting 7,800 sf 0.40 /sf 3,120 Coordination&management 1 Is 1,900.00 /Is 1,900 Coring&patching/firestopping 7,800 sf 0.10 /sf 780 Shop drawings&coordination drawings 1 Is 600.00 /Is 600 Permits&fees 1 Is 7,500.00 /Is 7,500 Access panels 4 ea 125.00 /ea 500 Record drawings/as-builts 2 ea 125.00 /ea 250 Electrical General Requirements 14,650 26.05.83 Equipment Wiring Equipment wiring-AHU 1 ea 2,000.00 /ea 2,000 Equipment wiring-exhaust fan 1 ea 1,200.00 /ea 1,200 Equipment Wiring 3,200 26.09.23 Lighting Control Devices g g Switch-single pole 11 ea 120.00 /ea 1,320 Infrared occupancy sensor-ceiling mounted 8 ea 144.00 /ea 1,152 Branch wiring 8601f 4.25 /If 3,655 Lighting Control Devices 6,127 26.27.00 Low-Voltage Distribution Equipment Panelboard 1 ea 3,200.00 /ea 3,200 Disconnect switch(30A) 3 ea 550.00 /ea 1,650 Low-Voltage Distribution Equipment 4,850 26.27.05 Low-Voltage Distribution Feeders Feeders-copper-in EMT 2501f 52.00 /If 13,000 Low-Voltage Distribution Feeders 13,000 26.27.26 Wiring Devices Duplex receptacle 20 ea 110.00 /ea 2,200 Duplex receptacle-GFCI 5 ea 125.00 /ea 625 20A junction box 1 ea 450.00 /ea 450 20A branch wiring 900 If 4.25 /If 3,825 Wiring Devices 7,100 26.50.00 Lighting Sanctuary lighting allowance 1 Is 50,000.00 /Is 50,000 Brooks School Chapel-DD.pee Page 23 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 26.50.00 Lighting 1'round down light 1 ea 225.00 /ea 225 1'round down light WP 1 ea 250.00 /ea 250 FR1-(2x2)fluorescent 25 ea 325.00 /ea 8,125 FR2-(2x4)fluorescent 1 ea 385.00 /ea 385 FSI-industrial (4')fluorescent 5 ea 275.00 /ea 1,375 FS2-vanity(4')fluorescent 2 ea 315.00 /ea 630 Exit sign 4 ea 415.00 /ea 1,660 Exit sign double sided 2 ea 465.00 /ea 930 20A branch wiring 650 If 4.25 /If 2,763 Lighting 66,343 26.56.00 Exterior Lighting Exterior lighting allowance 1 allo 15,000.00 /allo 15,000 Exterior Lighting 15,000 ELECTRICAL 7,800 sf 16.70 /sf 130,270 27.00.00 COMMUNICATIONS 27.00.01 Data/Voice/Audio-Video Communications Tele Data allowance 1 Is 25,000.00 /Is 25,000 AV allowance 1 Is 40,000.00 /Is 40,000 Data/Voice/Audio-Video Communications 65,000 COMMUNICATIONS 7,800 sf 8.33 /sf 65,000 28.00.00 ELECTRONIC SAFETY&SECURITY 28.31.00 Fire Detection&Alarm Fire alarm control panel 1 ea 5,400.00 /ea 5,400 Fire alarm control module 3 ea 325.00 /ea 975 Manual pull station 6 ea 125.00 /ea 750 Smoke detector 8 ea 135.00 /ea 1,080 Carbon-monoxide detector 4 ea 135.00 /ea 540 Fire alarm speaker strobe 11 ea 285.00 /ea 3,135 Fire alarm strobe 4 ea 215.00 /ea 860 Remote alarm indicator 3 ea 185.00 /ea 555 Fire alarm cabling in EMT 2,200 If 4.25 /If 9,350 Fire Detection&Alarm 22,645 ELECTRONIC SAFETY&SECURITY 7,800 sf 2.90 /sf 22,645 31.00.00 EARTHWORK Brooks School Chapel-DD.pee Page 24 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 31.00.05 General Requirements Equipment mobilization 2 ea 500.00 /ea 1,000 Dust control-water truck 6 wk 1,500.00 /wk 9,000 Survey/layout 3 wk 2,500.00 /wk 7,500 Temporary construction fence-Perimeter 900 If 20.00 /If 18,000 General Requirements 35,500 31.10.00 Site Clearing Shrub/Plantings removal 6,402 sf 2.00 /sf 12,804 Tree removal 13 ea 800.00 /ea 10,400 Remove/Transplant Mulberry and Elm Tree 3 ea 8,000.00 /ea 24,000 Strip and Stockpile Loam 1,000 cy 8.00 /cy 8,000 Screen loam from onsite 1,000 cy 6.00 /cy 6,000 Amend and supplement onsite loam 417 cy 40.00 /cy 16,680 Site Clearing 77,884 31.22.00 Grading Fine grading-paving 2,233 sy 2.00/sy 4,466 Fine grading-crushed stone drive 290 sy 4.00/sy 1,160 Fine grading-conc walk and patio 400 sy 4.00 /sy 1,600 Grading 7,225 31.23.00 Excavation&Fill-Overall Site Cut to fill using onsite material 1,340 cy 12.00 /cy 16,080 Load/Haul/Place Excess Material-Onsite location 500 cy 15.00 /cy 7,500 Excavation&Fill-Overall Site 23,580 31.23.01 Excavation&Fill-Foundations Excavate/backfill foundation walls/footings-new at 190 If 40.00 /If 7,600 additions Remove underpinning spoils @ interior existing 50 cy 90.00 /cy 4,500 basement walls Excavate for elevator pit 15 cy 360.00 /cy 5,400 Place fill under SOG-gravel 69 cy 35.00 /cy 2,402 Place fill under SOG-gravel-Elevator Pit Slab 2 cy 40.00 /cy 79 Place fill under SOG-gravel-Equipment Pads 4 cy 25.00 /cy 93 Excavation&Fill-Foundations 20,074 31.25.00 Erosion&Sedimentation Control Brooks School Chapel-DD.pee Page 25 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount 31.25.00 Erosion&Sedimentation Control Silt sack at catch basin 4 ea 125.00 /ea 500 Construction entrance(20'x 50') 1 ea 2,500.00 /ea 2,500 Tree protection fence-temp/movable 2,000 If 9.00 /If 18,000 Street sweeping 5 ea 450.00 /ea 2,250 Erosion&Sedimentation Control 23,250 31.48.00 Underpinning Underpinning @ new perimeter foundations in 22 cy 1,800.00 /cy 39,600 existing basement-220LF Underpinning @ FP and bellows closets to remain- 3 cy 1,800.00 /cy 5,400 50SF Underpinning @ columns to remain at basement- 2 cy 1,800.00 /cy 3,600 4EA Underpinning 48,600 EARTHWORK 7,800 sf 30.27 /sf 236,114 32.00.00 EXTERIOR IMPROVEMENTS 32.01.90 Plant Maintenance Landscaping maintenance 1 yr 12,000.00 /yr 12,000 Plant Maintenance 12,000 32.11.00 Base Courses Gravel base course-asphalt pavement 600 cy 25.00 /cy 15,000 Gravel base course-concrete sidewalks 80 cy 28.00 /cy 2,240 Gravel base course-below pavers 40 cy 28.00 /cy 1,120 Base Courses 18,360 32.12.00 Flexible Paving Asphalt Paving(2"binder,2"top) 500 ton 135.00 /ton 67,500 Flexible Paving 67,500 32.13.00 Rigid Paving Concrete walk with aggregate surfacing 2,525 sf 18.00 /sf 45,450 Rigid Paving 45,450 32.14.00 Unit Paving Bluestone Pavers -existing stairs at memorial to 1,120 sf 38.00 /sf 42,560 back Brooks School Chapel-DD.pee Page 26 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development list. 191)5 Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Unit Paving 42,560 32.15.00 Aggregate Surfacing Crushed Stone Drive 55 ton 28.00 /ton 1,540 Aggregate Surfacing 1,540 32.16.13 Curbs&Gutters Cobble Stone Edging 160 If 45.00 /If 7,200 Curbs&Gutters 7,200 32.31.00 Fences&Gates Deocrative Fence 2341f 55.00 /If 12,870 Motorized Security Fence 1 ea 5,000.00 /ea 5,000 Fences&Gates 17,870 32.32.00 Retaining Walls Stone retaining wall 1,050 sf 85.00 /sf 89,250 Retaining Walls 89,250 32.91.00 Planting Preparation Mulching 52 cy 60.00 /cy 3,120 Mulching @ Formal Garden 18 cy 60.00 /cy 1,080 Planting Preparation 4,200 32.92.00 Turf&Grasses Fine grade landscaped areas 65,300 sf 0.15 /sf 9,795 Seed loam areas 65,300 sf 0.20 /sf 13,060 Turf&Grasses 22,855 32.93.00 Plants Trees-medium deciduous(2.5"-3") 12 ea 1,100.00 /ea 13,200 Trees-evergreen 10-12'tall 1 ea 2,100.00 /ea 2,100 Planting Beds 5,000 sf 6.00 /sf 30,000 BioSwales 2,990 sf 5.00 /sf 14,950 Plants 60,250 32.94.00 Planting Accessories Landscape edging-steel 7301f 9.00 /If 6,570 Stake/guy trees 13 ea 43.30 /ea 563 Brooks School Chapel-DD.pee Page 27 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Planting Accessories 7,133 EXTERIOR IMPROVEMENTS 7,800 sf 50.79 /sf 396,168 33.00.00 UTILITIES 33.10.00 Water Utilities Water line service 100 If 80.00 /If 8,000 Water Utilities 8,000 33.30.00 Sanitary Sewerage Utilities Sanitary sewer piping 100 If 80.00 /If 8,000 Sanitary Sewerage Utilities 8,000 33.40.00 Storm Drainage Utilities Catch basins(0-5'depth) 1 ea 4,000.00 /ea 4,000 Storm drainage piping 200 If 80.00 /If 16,000 Storm drainage piping-HDPE(12") 40 If 36.00 /If 1,440 Storm Drainage Utilities 21,440 33.50.00 Fuel Distribution Utilities Gas line 100 If 80.00 /If 8,000 Fuel Distribution Utilities 8,000 33.70.00 Electrical Utilities Excavation/backfill for electrical service 100 If 45.00 /If 4,500 Concrete for ductbank 15 cy 120.00 /cy 1,800 Excavation/backfill for tele data 100 If 45.00 /If 4,500 Electrical Utilities 10,800 UTILITIES 7,800 sf 7.21 /sf 56,240 Base Bid 3,304,806 Brooks School Chapel-DD.pee Page 28 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Alternate 1 - Formal Garden 02.00.00 EXISTING CONDITIONS 02.41.13 Demolition-Site Remove&reset hydrant 1 ea 2,400.00 /ea 2,400 Demo bluestone walks 1,215 sf 4.00 /sf 4,860 Demo site/retaining walls 70 sf 20.00 /sf 1,400 Demolition-Site 8,660 EXISTING CONDITIONS 7,800 sf 1.11 /sf 8,660 04.00.00 MASONRY 04.43.50 Miscellaneous Stone Elements Stone Piers at Formal Garden 60 sf 95.00 /sf 5,700 Miscellaneous Stone Elements 5,700 MASONRY 7,800 sf 0.73 /sf 5,700 31.00.00 EARTHWORK 31.10.00 Site Clearing Shrub/Plantings removal 1,000 sf 2.00 /sf 2,000 Tree removal @ Formal Garden 1 ea 800.00 /ea 800 Site Clearing 2,800 31.22.00 Grading Fine grading-conc walk @ Formal Garden 200 sy 4.00 /sy 800 Grading 800 EARTHWORK 7,800 sf 0.46 /sf 3,600 32.00.00 EXTERIOR IMPROVEMENTS 32.11.00 Base Courses Gravel base course-concrete sidewalks @ Formal 40 cy 28.00 /cy 1,120 Garden Base Courses 1,120 32.13.00 Rigid Paving Concrete walk with aggregate surfacing @ formal 1,740 sf 18.00 /sf 31,320 garden Rigid Paving 31,320 32.32.00 Retaining Walls Stone wall @ Formal Garden(2'High) 425 sf 85.00 /sf 36,125 Brooks School Chapel-DD.pee Page 29 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Retaining Walls 36,125 32.80.00 Irrigation Existing irrigation system repairs and adjustments 1 Is 15,000.00 /Is 15,000 Irrigation g 15,000 32.92.00 Turf&Grasses Fine grade landscaped areas @ Formal Garden 10,875 sf 0.15 /sf 1,631 Seed loam areas @ Formal Garden 10,875 sf 0.20 /sf 2,175 Sodding @ Formal Garden 10,875 sf 0.65 /sf 7,069 Turf&Grasses 10,875 32.93.00 Plants Trees-evergreen 10-12'tall 1 ea 2,100.00 /ea 2,100 Planting Beds 1,600 sf 6.00/sf 9,600 Plants 11,700 32.94.00 Planting Accessories Landscape edging-steel @ Formal Garden 120 If 9.00 /If 1,080 Stake/guy trees 1 ea 43.30 /ea 43 Planting Accessories 1,123 EXTERIOR IMPROVEMENTS 7,800 sf 13.75 /sf 107,263 Alternate 1 - Formal Garden 125,223 Brooks School Chapel-DD.pee Page 30 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Alternate 2 - Sod in lieu of Seed 32.00.00 EXTERIOR IMPROVEMENTS 32.92.00 Turf&Grasses Seed loam areas -65,300 sf 0.20 /sf (13,060) Seed loam areas @ Formal Garden -10,875 sf 0.20/sf (2,175) Sodding in lieu of seed designated areas 65,300 sf 0.65 /sf 42,445 Turf&Grasses 27,210 EXTERIOR IMPROVEMENTS 7,800 sf 3.49 /sf 27,210 Alternate 2 - Sod in lieu of Seed 27,210 Brooks School Chapel-DD.pee Page 31 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development Group Phase Description Takeoff Qty Total Cost/Unit Total Amount Alternate 3 -Aggregate Concrete in lieu of Stone Walks 32.00.00 EXTERIOR IMPROVEMENTS 32.13.00 Rigid Paving Decorative concrete paving in lieu of stone walk 2,610 sf 22.00 /sf 57,420 Rigid Paving 57,420 32.15.00 Aggregate Surfacing Crushed Stone Drive -55 ton 28.00 /ton (1,540) Aggregate Surfacing (1,540) EXTERIOR IMPROVEMENTS 7,800 sf 7.16 /sf 55,880 Alternate 3 -Aggregate Concrete in 55,880 lieu of Stone Walks Brooks School Chapel-DD.pee Page 32 Brooks School Chapel Renovation and Addition 4/25/2014 CONSIGLI Design Development 1`;,. 194,5 Estimate Totals Description Amount Totals Rate Cost per Unit Subtotal 3,513,119 3,513,119 450.40 /sf Design/Estimate Contingency 281,050 8.000 % 36.03 /sf SDI (Subcontractor Bonds) 49,184 1.400 % 6.31 /sf Subtotal 330,234 3,843,353 492.74/sf Contractor's Contingency 153,734 4.000 % 19.71 /sf General Requirements 89,200 11.44 /sf General Conditions 348,290 44.65 /sf Subtotal 591,224 4,434,577 568.54/sf Builder's Risk Insurance General Liability Insurance 60,507 1.200 % 7.76 /sf Building Permit 60,507 1.200 % 7.76 /sf Subtotal 121,014 4,555,591 584.05 /sf Fee 136,668 3.000 % 17.52 /sf Escalation-excluded Subtotal 136,668 4,692,259 601.57 /sf Design Fee 300,000 38.46 /sf Preconstruction Fee 50,000 6.41 /sf Total 5,042,259 646.44 /sf Brooks School Chapel-DD.pee Page 33 The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): COVAe;vUcii� Co., (Kc. Address: �l Z s,"VkkV et1c� City/State/Zip: k[ , NM 01-15-) Phone #: 03 6 Are you an employer? Check the appropriate box: Type of project(required): 1.H I am a employer with 500 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. F] New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. RVIemodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. [v]"Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.Dlectrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.[✓Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.Ee"R'oof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. , `_ (� Insurance Company Name: 0 0 ap1l l& �k",VA Policy#or Self-ins.Lic.#: A�,D - -te922,)tU4 Expiration Date: t2 3O Job Site Address: lyoo Qr&1&?0M FaA 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 of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er t ai alties o.f e egur that the in ormation provided above is true and correct Si nature: _ -- Date= 111 Phone#: 5�g s 633(o 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): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 7-2010 www.mass.gov/dia AC RO a►® CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) 12/30/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ACTCN AD M" Aaron Kayafas Alliant Insurance Services, Inc., PHONEFAX 131 Oliver Street,4th Floor c e E t - - ac No: - - Boston MA 02110 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Old Republic General Insurance Corp 24139 INSURED INSURER B: t rr Indemnity& Liability Company 1 Consigli Construction Co., Inc. INSURERC:Catlin Insurance Com n Inc. 1 72 Sumner Street INSURER D:N i nal Union Fir In Pi r 44 Milford MA 01757 INSURER E:Navi ators Insurance Company 2307 INSURER F: L,Insurance r Inc. 24554 COVERAGES CERTIFICATE NUMBER:1217243519 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�iR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM DDIYYYOLICY Y MM/DDS LIMITS A GENERAL LIABILITY A2DG96831304 12/30/2013 2/30/2014 EACH OCCURRENCE $1,000,000 CO M MERCIAL GENERAL LIABILITY PREMISES Ea occurrence $100,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $10,000 :2 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000,000 POLICY X7_ PRO- F LOC Per occurrence Ded. $50,000 A AUTOMOBILE LIABILITY A2CA96841304(AOS) 12/30/2013 2/30/2014 4 X A2CA96831304(MA) 12/30/2013 2/30/2014 Ea accident $1,000 000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ $ B X UMBRELLALIAB X OCCUR 1000020599 12/30/2013 2/30/2014 EACH OCCURRENCE $75,000,000 D BE 8766155 12/30/2013 2/30/2014 E EXCESS LIAB CLAIMS-MADE NY13EXC7698991V 12/30/2013 2/30/2014 AGGREGATE $75,000,000 F US00045086LI13A 12/30/2013 2/30/2014 DED RETENTION$ $ A WORKERS COMPENSATION A2DW96831304 12/30/2013 2/30/2014 X WC STATU- X OTH- AND EMPLOYERS'LIABILITY Y I NI ER ANY PROPRIETOR/PARTNER/EXECUTIVE NIA A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N❑ (Mandatory In es,describe under If nder E.L.DISEASE-EA EMPLOYE $1,000,000 y DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Contractors Poll/Prof PL-196409-0914 /1/2013 /1/2014 Agg/Occ $5,000,000 SIR $250,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Consigli Construction Co., Inc. ACCORDANCE WITH THE POLICY PROVISIONS. 72 Sumner Street Milford MA 01757 AUTHORI,5ED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD D. INSURER'S AFFIDAVIT AS TO WORKER'S COMPENSATION INSURANCE I, Alliant Insurance, 131 Oliver St., Boston, MA 02110 [Name,Address]am: an authorized representative of [Company Name] Insurance Company i � (a producer'in the voluntary market)t aan authorized agent of Old Republic General Insurance Company(an agent in the voluntary [Company Name] market,authorized to sign on behalf of a producer)t F1an authorized signatory of the the Prime Contractor(an insured [Company Name] of a producer in the involuntary market pool); F1an authorized signatory of ,the Sub-Contractor(an insured of [Company Name] a producer in the involuntary market pool,group,or otherwise insured)# and do hereby aver that effective 12/30/2013-12/30/2014 [Date], Consigli Construction Co.,Inc. ,the Prime or Sub-Contractor,is insured for Workers'Compensation insurance with Old Republic General Insurance Company under Policy No[s]. A2DW96831304 ,pursuant to the attached Certificate of Insurance,and in accordance with Massachusetts General Laws,Chapter 152 and Subsection 7.05A of the Standard Specifications for Highways nd Bridges of the Highway Division of the Massachusetts Department of Transportation. Si re Assistant Account Representative Title COMMONWEALTH OF MASSACHUSETTS On this 9th day of January ,2014before me,the undersigned notary public,personally appeared n Turner _ [document signer),proved to me through satisfactory evidence of identification,which was/ re_ a Ila if to be the person who signed the preceding or attached document in my resence,and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of their knowledge and belief. PDA/ Notary _ [Printed Name] NICOLE ROY Notary Public COMMONWEALTH OF MASSACHUSETTS My Commission Expires UI) July 20,2018 A producer is an insurance company that provides insurance policies directly,not an insurance agent. t For Prime or Sub-Contractor companies insured through the voluntary market,this Affidavit must be completed by the insurer or an authorized agent of the insurer. I If the Prime or Sub-Contractor is insured through the involuntary insurance market,a pool,such as the Worker's Compensation Inspection and Rating Bureau,or is otherwise insured they may provide a Certificate of Insurance and this Affidavit which may be signed by an authorized signatory(company officer)of the Prime or the Sub-Contractor. i Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor iJcense: CS-103074 KYLE P SHEA ` 7 MACFARLAM RO SALEM NH 030139 g i .� .may Expiration C 06/18/2015 OMMIS S;one r II� i i i SII' RGREADT POND Lp1 0OUNI) Syo�lS��FT 34.7' 9.06 10 PROPOSED �O A001710N K i71711771177-711 h Rp ROAD GREAT pGN ASHBURN CHAPEL BRADFORD e o // STREET 52.9 f EAU0 109.5S6 ASHBURN 61.3't �Qo�aCHAPEL P � h 0 1-10' 0 P PROPOSED PROPOSED ADD/7701V ADD1770N T'a 7.5' 7.5' / PROPOSEDo A001770N K 12.4' / p o V � �1G(l Co LOCUS 500' ' PROPOSED ADD177ONS TO ASHBURN CHAPEL NOTES- 1. THE LAND SHOWN HEREON/S GRAPHICALLY SITUATED 1N THE RESIDENCE 2 ZONING DISTRICT, WTH 7HE NORTH ANDOVER, MASS. FOLLOWNG MINIMUM DIMENSIONAL REOU/REMENTS' MINIMUM LOT AREA 43,560 SQUARE FEET AT MINIMUM LOT FRONTAGE 150 FEET MINIMUM FRONT SETBACK 30 FEET THE BROOMS SCHOOL MIN/MUM SIDE SETBACK 30 FEET `A Ss9Oti MINIMUM REAR SETBACK 30 FEET MAXIMUM BUILDING HEIGHT 35 FEET 0 M MA Y 2, 2014 2. THE ASHBURN CHAPEL /S NOT GRAPHICALLY SITUATED #37 y 20 0 20 40 IN THE 100-YEAR FLOOD HAZARD ZONE, PER FL 000 INSURANCE RA 7F MAP 25009CO229F, DATE✓UL Y 3, 2012. WHITMAN 8c GINGHAM ASSOCIATES. LLC J. THE LAND SHOWN HEREON/S GRA PH/CALLY SITUATED /N THE WATERSHED PROlECT70N O1�E74LAY0/STR/CT. y 2 Zd/¢ REGISTERED PROFESSIONAL ENGINEERS & LAND SURVEY 510 MECHANIC STREET - LEOMINSTER, MASSACHUSETTS 01453