The URL can be used to link to this page

23B-046 (122) C-3 Fn EC Bxlinini,s�"I.tt�o, D•O C 4 C�� m yey�Ayt` c9/C/•49:5d'W ,._,-.-.T;,ZA.c' 50774' ctR kk �. �2" 7 9 p .i�aji4a+ �2> E4 �✓A601 61p1f�s d 7N 4 '&6 7 ""��,4 T t4l �� , g _i i�.:'�'G��' •G�t�t�'a � l,S6FI _ ��?p,�yE p�=..1_._�i �.O� � �� F;II�j Llfl C� N ��'%,6 •,lr O �nN� .^\�\ OI�GC!d��luly 4 -- \ r \ TO j,A;iS. ��`• -6b yF,. .of ..- \\��o /J ��/- C�y;.. \(J'9/�� 4"ti. _.^^^r- /j'/'I'Y�dC� T... 1 •_- � � (��/ e�eR p�p g o a �' m � r -+•e 5 C I AZ p m a t � b a y m 2 � 4 N � � Narrative The Cooley Dickinson Hospital currently provides MRI (magnetic resonance imaging) services through its radiology department by the lease of a MRI unit on a tractor trailer truck. When these services were first available, the truck brought the MRI unit to the hospital one day per week. The truck, and the MRI services, are now available six days per week. The new facility will house the MRI equipment, and provide additional storage and work space for Radiology services. The two temporary employees will be replaced with 2—3 FTEs and the use of the facility will not generate any additional visits per day to the hospital. The additional space will also provide some opportunities for relocation of the ultrasound and other radiology services. 1 '�':�� ',,w.� y{ �,...y,�,se, �"..,,s,�.ar<,..�� Q�°�1��J ialwrl�li��.,�'°�w e�*yd.°��.�4��x.�I._� .''r�.�ai:•�'f.�`kgv�:��y s�..> `,,. B-11. An erosion control plan and other measures taken to protect natural resources&water supplies: C. Estimated daily and peak hour vehicles trips generated by the proposed use,traffic patterns for vehicles and pedestrians showing adequate access to and from the site,and adequate vehicular and pedestrian circulation within the site. vious stud submitted for 1996 Special Permit. The project wi 1 likely result in only an insignificant number of additional visits per day and at non—peak times. Site Plans submitted for major projects shall be prepared and stamped by a: Registered Architect, Landscape Architect,or Professional Engineer 9 B-1. Name and address of the owner and the developer,name of project,date and scale plans: B-2. Plan showing Location and boundaries of - the lot - adjacent streets or ways - all properties and owners within 300 feet - all zoning districts within 300 feet B-3. Existing and proposed: -buildings -setbacks from property lines -building elevations -all exterior entrances and exits (elevation plans for all exterior facades structures are encouraged) B-4. Present&proposed use of the land buildings: B-5. Existing and proposed topography(for intermediate projects the permit granting authority may accept generalized topography instead of requiring contour lines): - at two foot contour intervals - showing wetlands,streams,surface water bodies - showing drainage swales and floodplains: - showing unique natural land features B-6. Location o£ - parking&loading areas public&private ways - driveways,walkways - access&egress points - proposed surfacing: B-7. Location and description of. see attached sketch plans - all stormwater drainage/detention facilities - water quality structures - public&private utilities/easements - sewage disposal facilities - water supply facilities B-8. Existing&proposed: see attached sketch plans landscaping,trees and plantings(size&type of plantings) stone walls, buffers and/or fencing: B-9. Signs-existing and proposed: Location dimensions/height color and illumination B-10. Provisions for refuse removal,with facilities for screening of refuse when appropriate: 8 i 9. I certify that the information contained herein is true and accurate to the best of my knowledge.The undersigned owner(s)grant the Planning Board permission to enter the property to review this application. ,,D Date:I[J2/01 Applicant's Signature: F46 4,V7,C5 Date: Owner's Signature: D/C�'fNS� /XP5,01 1-;9 G ( f not the same as applicant's) �F FOR, ,L(�JEC.TSr i�;ALaO CO 'LE � TOLZO�`li NG MA,IIO .� 77 Al ,1 �. . i, U existing system Does the project incorporate 3 foot sumps into the storm water control system? Yes X No (IF NO, explain why) Will the project discharge stormwater into the City's storm drainage system? Yes No (IF NO,answer the following:) Do the drainage calculations submitted demonstrate that the project has been designed so that there is no increase in peak flows from pre-to post-development conditions during the: 1, 2,or 10 year Soil Conservation Service design storm? Yes No (IF NO,explain why) Will all the runoff from a 4/10 inch rainstorm(first flush)be detained on-site for an average of 6 hours? Yes No (IF NO,explain why) Is the applicant requesting a reduction in the parking requirements? Yes No X If yes,what steps have been taken to reduce the need for parking, and number of trips per day? SITE PLAN REQUIREMENTS REQUEST FOR WAIVERS APPLICATION The application MUST include a site plan containing the information listed below. The Planning Board may waive the submission of any of the required information,if the Applicant submits this form with a written explanation on why a waiver would be appropriate. To request a waiver on any required information,circle the item number and fill in the reason for the request.Use additional sheets if necessary. A. Locus plan B. Site plan(s)at a scale of 1"=40'or greater see attached plan 7 l I. Curb cuts are minimized: none required Check off all that apply to the project: All existing — no changes use of a common driveway for access to more than one business use of an existing side street use of a looped service road 2. Does the project require more than one driveway cut? existing X NO YES(if yes,explain why) 3. Are pedestrian,bicycle and vehicular traffic separated on-site? existing X YES NO(if no,explain why) FOR PROJECTS THAT REQUIRE INTERMEDIATE SITE PLAN APPROVAL, ONLY,SIGN APPLICATION AND END HERE. 9. I certify that the information contained herein is true and accurate to the best of my knowledge.The undersigned owner(s)grant Planning Board permission to enter the property to review this application. Date: Applicant's Signature: Date: Owner's Signature: (If not the same as applicant's) F. Explain why the requested use will: not unduly impair the integrity or character of the district or adjoining zones: The MRI is an already exi Gting „cp anri an allewad 13se in the-Mzone. not be detrimental to the health,morals or general welfare: a community health asset allowing patients to have an MRI in Northampton without traveling. to Springfield be in harmony with the general purpose and intent of the Ordinance: an allowed use, an existing „Ge and a community asset G. Explain how the requested use will promote City planning objectives to the extent possible and will not adversely effect those objectives,defined in City master study plans(Open Space and Recreation Plan; Northampton State Hospital Rezoning Plan;and Downtown Northampton:Today,Tomorrow and the Future). Keeping the community hospital terhnoingirnll3z current and providing a health rPgnnrrP to the community 6 How will the project minimize traffic impacts on the streets and roads in the area? Patients are already l served by mobile MRI and other X—ray and radiolog ent. Mi_n;mal J additional visits are anticipated. Where is the location of driveway openings in relation to traffic and adjacent streets? all existing. What features have been incorporated into the design to allow for: access by emergency vehicles: existing -- rear access road the safe and convenient arrangement of parking and loading spaces:pxi s t i ng provisions for persons with disabilities: existing, all compliant C. How will the proposed use promote a harmonious relationship of structures and open spaces to: thi natural landscape: attached building with current height at rear of existing building. to existing buildings: attached other community assets in the area: a vital and necessary resource for serving the health needs of the community D. What measures are being taken that show the use will not overload the City's resources,including: water supply and distribution system: no additional service sanitary sewage and storm water collection and treatment systems: no special service or needs from use of the facility. fire protection,streets and schools: no a dd i t i nn a l i mp a n t How will the proposed project mitigate any adverse impacts on the City's resources,as listed above? provides vital community health resource in the community. E. List the section(s)of the Zoning Ordinance that states what special regulations are required for the proposed project (flag lot,common drive,lot size averaging,etc.) Section 11.0 — Site Plan Review How does the project meet the special requirements?(Use additional sheets if necessary) See attached narrative and plans F. State how the project meets the following technical performance standards: 5 CITY OF NORTHAMPTON l PLANNING BOARD APPLICATION FOR type of protect , �1<2MEUA 'R+DCT Sife Plan O, 1�� SpeNCja1 'L+3t aIld3t�ai � 4 77, w 3. Applicant's Name: Cooley Dickinson Hospital, Inc. Address: 30 .o rus St- Norfbnmpton, MA 01060 Telephone: (413) 582-20QQ 4. Parcel Identification: Zoning Map# Parcel# Zoning District: Street Address: 30 Locust Street, Northampton Property Recorded in the Registry of Deeds:County: Book: Page: 5. Status of Applicant: Owner X Contract Purchaser ; Lessee Other ;(explain) 6. Property Owner: Same Address: Telephone: 7. Describe Proposed Work/Project: (Use additional sheets if necessary): Construction of attached MRI facility, two floors at rear of hospital. See attached narrative and plans Has the following information been included in the application? Site/Plot Plan X List of requested waivers_ Feed_ Signed/Denied Zoning Permit Application_ 8. Site Plan and Special Permit Approval Criteria.(If any permit criteria does not apply,explain why) Use additional sheets if necessary. Assistance for completing this information is available through the Office of Planning&Development. A. How will the requested use protect adjoining premises against seriously detrimental uses? The facility is an extension of an existing area. The MRI presently arrives by tractor trailer twice each week See attached narrative. How will the project provide for: surface water drainage: see attached plans and narrative sound and sight buffers: see attached plans and narrative the preservation of views,light and air: see attached plans and narrative B. How will the requested use promote the convenience and safety of pedestrian movement within the site and on adjacent streets? all pedestrian traffic will be interior and entrance to the addition by existing pedestrian access. 4 P 4 10. Do any signs exist on the property? YES X NO IF YES, describe size,type and location: Entry sign for hospital entry and emergency room directional signs Are there any proposed changes to or additions of signs intended for the property? YES ' NO_X IF YES,describe size,type and location: ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. This column to be filled in by the Budding Department EXISTING PROPOSED REQI3IRD`I3Y .ZONING Lot Size 969,427.8 969,427.8* Frontage 2,658' 2,658' Setbacks Front 102' 102' -� Side L:88' R: 42' L: 88' 1 42' I �— R: Rear 18 18 Building Height 64.5 64.5 Building Square Footage 393,899 X02 , g61 % Open Space: (Tot area minus building&paved 40.6 arkin¢ #of Parking Spaces 761 761 #of Loading llocks Fill: (volume � location) NSA N/A 12. Certification: I hereby certify that the information contained herein is true and a curate to the best of my knowledge C EY DICKI N SPITAL, INC. Date: _�/ l �G� Applicant's Signature By: G orge No n, Dir. of Facilities N011: Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health,Conservation Commission,Historic and Architectural Boards, Department of Public Works and other applicable permit granting authorities. *CDli is contract purchaser for 2.597 acre parcel from City of Northampton. The sale is awaiting approval of the Hampshire Probate Court. ECEad � NOV 16 2001 le No. DE T APPLICATION 010.2) Please type or print all information and return this form to the Building Inspector's Office with the $10. filing fee (check or money order) payable to the City of Northampton a 1. name of Applicant: Cooley Dickinson Hospital, Inc. Address: 30 Locust Street, Northampton, MA 01060Telephone: (413) 582-2212 2. Owner of Property: Cooley Dickinson Hospital, Inc. Address: same Telephone: same 3. Status of Applicant: Owner X Contract Purchaser Lessee Other(explain) 4. Job Location: 30 Locust Street, Northampton, MA 01060 Parcel Id: Zoning Map# 23B Parcel# 46 District(s): M (Medical) In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUMDING DEPARTMENT) 5. Existing Use of Structure/Property hospital 6. Description of Proposed Use[Work/Pmject/Occupation: (Use additional sheets if necessary): Construction of an attached addition for the hospital's MRI unit and staff and patient areas. The addition will contain 8,962 sq. ft. (4,961 sf basement and 4,001 sf on a ground floor) . The building height will be 22 ft. 7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans S. Has a Special Permit/Variance/Finding ever been issued for/on the site'? NO __ DON'T KNOW YES_____X _ 1F YES,date issued: August, 1996 IF ITS: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES X IF YES: enter Book 4981 Page 47- ------ and/or Document#1 9. Does the site contain a brook,body of water or wetlands? NO _ DON'T KNOW YES X* *Elm Street Brook, located several hundred yards from site IF YES,has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained date issued: (Form Continues On Other Side) y File#MP-2002-0061 APPLICANT/CONTACT PERSON COOLEY DICKINSON HOSPITAL INC ADDRESS/PHONE LOCUST ST (413) 582-2313 Q PROPERTY LOCATION 30 LOCUST ST MAP 23B PARCEL 046 001 ZONE M THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ING FO FILLED OUT ee Pai rj`d O Building Permit Filled out Fee Paid Typeof Construction: ZONING CONSTRUCT 8,962 SQ FT ADDITION FOR MRI i_INIT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved v-'-D-enied PLANNING BOARD PERMIT REQUIRED UNDER : § Intermediate Project: OR Special Permit and Site Plan Major Project: Site Plan R _Special Pen-nit and Site Plan ZONING BOARD PERMIT REQUIRED UNDER: Finding Special Permit Variance* Received& Recorded at Registry of Deeds Proof Enclosed _Other Permits Required: Curb Cut from DPI' SevNer Availability Septic Approval Board of i lealth Fell `,Water Potability Board of 1 icalth Permit from Conservation ColllmlSSlOn Permit from CB Architecture C� mmlt(ee en it fr< on Signature of Buildin- icial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGI,40A. Contact the Office of Planning& Development for more information. FLOW CURVE - P (PSI)vs Q^1.85 (GPM) 100 LEGEND A-Supply Static Pressure B-Supply R sidual Pressure ani I Flow 90 C-Static Sy tem Pressure loss i.e. Elev and BFP) F D-System C emand Without Hoe Streams E-Total De and(System plus -lose) 80 B 70 60 P 50 40 30 20 10 0 C400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 85 psi Design for M.J. Moran Residual: 75 psi at Design Density 0.15gpm/sq ft Flow: 1040 gpm Area of Application: 1,500 sq ft System Demand Data: Total Demand of 625.1 gpm available at 81.1 System Flow: 375.12 gpm 2,124.6 gpm available at system pressure of 47.6 psi System Pressure: 47.55 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: 0.203 gpm. /sq. ft. Curve By Rybak Engineering, Inc. -TMD GROUND FLOOR LEVEL 10 of 11 --- ROUTE NO. 15 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 18 17.65 1.049 0 6.5 10.22 K=5.6 0.10 1 2 0.00 -0.29 PIPE 18 17.65 120 0 8.5 0.87 9.93 OUTLET 19 18 .40 1.380 0 7.1 11.09 K=5.6 0.10 0 0 0.00 -0.29 PIPE 19 36.05 120 0 7.1 0.72 10.80 OUTLET 20 19.01 1 .610 0 7.2 11.81 K=5.6 0.11 0 0 0.00 -0.29 PIPE 20 55.06 120 0 7.2 0.75 11.52 OUTLET 21 19.62 1.610 1 2 .1 12.57 K=5.6 0.18 0 8 0.00 -0.29 PIPE 21 74.68 120 0 10.1 1.87 12.28 REF 912 14.44 GROUND FLOOR LEVEL 9 of 11 --- ROUTE NO. 13 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 13 19.20 1. 049 1 4.3 12.05 K=5.6 0.12 0 5 0.00 -0.29 PIPE 13 19.20 120 0 9.3 1.12 11.76 REF 910 13 .16 --- ROUTE NO. 14 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 14 17.10 1.049 0 6.5 9.61 K=5.6 0. 10 1 2 0.00 -0.29 PIPE 14 17 .10 120 0 8.5 0.82 9.32 OUTLET 15 17.83 1.380 0 7.1 10.43 K=5.6 0.10 0 0 0.00 -0.29 PIPE 15 34 .93 120 0 7.1 0.68 10.14 OUTLET 16 18 .42 1.610 0 7.2 -11.11 K=5.6 0.10 0 0 0.00 -0.29 PIPE 16 53 .35 120 0 7.2 0.71 10.82 OUTLET 17 19.02 1.610 1 2 .1 11.82 K=5.6 0. 17 0 8 0.00 -0.29 PIPE 17 72 .37 120 0 10.1 1.77 11.53 REF 911 13.59 GROUND FLOOR LEVEL 8 of 11 --- ROUTE NO. 10 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 10 18.43 1.049 1 8 .7 11.12 K=5.6 0.11 1 7 0.00 -0.29 PIPE 10 18.43 120 0 15. 7 1.76 10.83 REF 909 12 .88 --- ROUTE NO. 11 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 11 18.58 1.049 0 7 .8 11.30 K=5.6 0.11 1 2 0.00 -0.29 PIPE 11 18.58 120 0 9.8 1.12 11 .01 REF 902 18.89 1.380 1 0. 9 12 .41 0.109 0 6 0.00 PIPE 23 37.47 120 0 6.9 0.75 REF 910 13 .16 --- ROUTE NO. 12 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 12 18 .89 1.049 1 3 .6 10.72 K=5.6 0.12 2 9 0.22 0.65 PIPE 12 18.89 120 0 12 .6 1.47 11.37 REF 902 12 .41 1 GROUND FLOOR LEVEL 7 of 11 --- ROUTE NO. 7 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 7 18.50 1.049 1 2 .7 10.26 K=5.6 0.11 2 9 0.22 0.65 PIPE 7 18.50 120 0 11.7 1.31 10.91 REF 901 11 .79 --- ROUTE NO. 8 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ----------------------------- ---------------------------------------------- OUTLET 8 19.25 1 .049 1 2 .9 11 .17 K=5.6 0.12 2 9 0.22 0.65 PIPE 8 19.25 120 0 11.9 1.44 11.82 REF 908 12 .82 --- ROUTE NO. 9 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE . LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 9 18.99 1.049 1 4.3 11.79 K=5.6 0.12 0 5 0.00 -0.29 PIPE 9 18. 99 120 0 9.3 1.09 11 .50 REF 909 12.88 GROUND FLOOR' LEVEL 6 of 11 --- ROUTE NO. 4 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 4 15.59 1.049 1 2.7 7.10 K=5.6 0.08 2 9 0.22 0.65 PIPE 4 15.59 120 0 11.7 0. 96 7.75 REF 903 8.27 --- ROUTE NO. 5 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 5 17.16 1.049 1 2.7 8.74 K=5.6 0.10 2 9 0.22 0. 65 PIPE 5 17. 16 120 0 11.7 1.14 9.39 REF 906 10.10 --- ROUTE NO. 6 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 6 18.26 1. 049 0 5.8 10.93 K=5 .6 0. 11 1 2 0.00 -0.29 PIPE 6 18.26 120 0 7.8 0.86 10.64 REF 901 18.50 1.380 1 2 .9 11.79 0. 106 0 6 0.00 PIPE 22 36 .76 120 0 8.9 0.94 REF 907 12.73 GROUND FLOOR LEVEL 5 of 11 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO ------------- NOTES ------------- - ____ REF' 915 0. 00 6.357 0 25. 0 34.09 0.005 0 34 1.30 PIPE 35 375: 12 120 3 59.0 8,27 INCLUDES 8 PSI BFP ------- REF 916 250. 00 6.150 2 240. 0 43 .66---- 0. 010 0 121 0.00 PIPE 36 625 . 12 140 2 361. 0 3 .74 ----------------------------------------------------- - REF 917 0. 00 8 .260 0 60.0 47.40 ------------------- -- 0.002 0 0 0.00 PIPE 37 625. 12 140 0 60.0 0.15 ------------ 47.55 PSI at Supply 625. 12 GPM available at 81 .10 PSI --- ROUTE NO. 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------- ---------- ------ ---------- -------- OUTLET 2 15.31 1.049 1 2 .7 6.83 K,5 .6 0.08 2 9 0.22 0.65 PIPE 2 15.31 120 0 11.7 0. 93 7.48 --- ----------------------------- ------------------ EF 904 7.97 --- ROUTE NO. 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---- --------------- ------------------------ _________ OUTLET 3 15.09 1 . 049 0 12.7 6.61 K=5. 6 0. 08 3 6 0.22 0.65 PIPE 3 15.09 120 0 18.7 1.44 7.26 ------- -------------------- ________ ----------------- REF 903 15.59 1.380 1 5.8 8,27 0. 076 1 9 0. 00 PIPE 24 30. 68 120 0 14.8 1. 12 ------------------ ------------------------- REF 905 ---------- 9.39 GROUND FLOOR LEVEL 4 of 11 --- ROUTE NO. 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 1 14 .82 1.049 0 12.7 6.36 K=5.6 0.07 3 6 0.22 0.65 PIPE 1 14.82 120 0 18.7 1 .40 7.01 REF 904 15.31 1.380 1 10.5 7.97 0.073 1 9 0.00 PIPE 25 30.14 120 0 19.5 1.42 REF 905 30 .68 1.610 0 5.6 9.39 0.126 0 0 0.00 PIPE 26 60.82 120 0 5.6 0.71 REF 906 17.16 1.610 1 5.1 10.10 0.200 0 8 0.00 PIPE 27 77.98 120 0 13.1 2 .63 REF 907 36.76 3 .260 0 7.3 12.72 0. 013 0 0 0.00 PIPE 28 114 .74 120 0 7.3 0.10 REF 908 19.25 3.260 0 3.3 12 .82 0.018 0 0 0.00 PIPE 29 133.99 120 0 3 .3 0.06 -------------------------- -------------------------------------------------- REF 909 37.42 3 .260 0 10.3 12 .88 0.028 0 0 0.00 PIPE 30 171.40 120 0 10.3 0.28 REF 910 56.67 3.260 0 9.1 13 .16 0. 047 0 0 0.00 PIPE 31 228.07 120 0 9.1 0.43 REF 911 72 .37 3 .260 0 10.9 13.59 0.078 0 0 0.00 PIPE 32 300.44 120 0 10.9 0.85 REF 912 74 .68 3.260 1 43 .0 14 .44 0. 118 0 27 0.00 PIPE 33 375.12 120 1 70.0 8.25 REF 914 0.00 4.260 1 56.0 22 .69 0.032 0 83 6.94 PIPE 34 375.12 120 3 139.0 4 .45 GROUND FLOOR LEVEL 3 of Il --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1.049 18 .67 14.82 120 0.0748 1.396 5 .5 2 1. 049 11.67 15.31 120 0.0794 0. 926 5. 7 3 1.049 18 .67 15.09 120 0. 0773 1.443 5.6 4 1.049 11.67 15.59 120 0. 0821 0. 958 5.8 5 1.049 11.67 17.16 120 0.0980 1.144 6.4 6 1.049 7.84 18.26 120 0.1100 0.862 6.8 7 1.049 11.68 18.50 120 0.1126 1.315 6.9 8 1.049 11 .88 19.25 120 0.1212 1.440 7.1 9 1.049 9.26 18.99 120 0. 1182 1.094 10 1. 049 15.71 18 .43 120 0.1119 1.758 6.8 11 1.049 9.84 18.58 120 0.1135 1.117 6. 9 12 1.049 12 .56 18.89 120 0.1171 1.471 7. 0 13 1 .049 9.26 19.20 120 0. 1207 1.117 7. 1 14 1 .049 8 .45 17. 10 120 0.0974 0.823 6.3 i5 1.380 7. 08 34.93 120 0.0960 0.680 7.5 16 1.610 7. 17 53 .35 120 0.0992 0.712 8 .4 17 1.610 10. 12 72 .37 120 0.1744 1.765 11 .4 18 1. 049 8.45 17.65 120 0 .1032 0.872 19 1.380 7. 08 36. 05 120 0.1018 0.721 6.6 7 7 20 1.610 7.17 55. 06 120 0.1052 0.754 8 . 7 21 1.610 10.12 74.68 120 0.1849 1.871 11.8 22 1.380 8 .88 36.76 120 0.1055 0.937 7.9 23 1.380 6.88 37.47 120 0.1093 0.752 8 . 0 24 1.380 14.80 30.68 120 0.0755 1. 118 6.6 25 1.380 19.45 30. 14 120 0. 0731 1.421 26 1.610 5.59 60.82 120 0.1264 0.707 9.6 27 1.610 13 .12 77.98 120 0.2002 2.628 12. 3 28 3.260 7.32 114 . 74 120 0.0132 0.096 4.4 29 3.260 3.27 133. 99 120 0.0176 0.057 5.2 30 3.260 10.29 171.40 120 0.0277 0.285 6.6 31 3.260 9.10 228. 07 120 0. 0470 0.427 8.8 32 3 .260 10.88 300.44 120 0.0782 0.850 11.5 33 3 .260 70.00 375.12 120 0. 1179 8 .253 14.4 34 4 .260 139.00 375.12 120 0. 0320 4 .453 8 .4 35 6.357 59.00 375.12 120 0.0046 8 .269 3 .8 36 6.150 361. 00 625. 12 140 0.0104 3 .741 6.8 37 8 .260 60.00 625. 12 140 0.0025 0.148 3 .7 GROUND FLOOR LEVEL 2 of 11 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 5.600 7. 006 14.82 18 .00 14.82 2 5.600 7.477 15.31 18 .00 14.82 3 5.600 7.264 15.09 18 .00 14.82 4 5.600 7.750 15.59 18.00 14 . 82 5 5.600 9.389 17.16 18.00 14.82 6 5.600 10.637 18 .26 19.67 17.72 7 5.600 10 . 908 18 .50 18.00 14.82 8 5.600 11.816 19.25 18 .00 14 .82 9 5.600 11 .496 18 .99 19.67 14 .82 10 5.600 10.832 18 .43 19.67 17.72 li 5.600 11. 006 18 .58 19.67 17.23 12 5.600 11.375 18 .89 18. 00 14.82 13 5.600 11.756 19.20 19.67 14.82 14 5.600 9.320 17.10 19.67 14.82 15 5.600 10. 143 17.83 19.67 14.82 16 5.600 10.823 18.42 19.67 14.82 17 5 .600 11 .535 19.02 19.67 17.40 18 5.600 9. 929 17.65 19.67 14.82 19 5. 600 10.801 18.40 19. 67 14.82 20 5.600 11 .522 19.01 19.67 14 .82 21 5.600 12 .277 19.62 19.67 14.82 HYDRAULIC CALCULATIONS for Radiology Addition Cooley Dickinson Hopital Northampton, MA 12/20/2001 Calculated Area: GROUND FLOOR LEVEL Design Data: Occupancy Classification: Ordinary Hazard I Density: 0.15 GPM PER SQ FT Area of Application: 1, 500 sq ft Coverage Per Sprinkler: Varies sq ft NO. of Sprinklers Calculated: 21 Hose Streams: 250 GPM Total Water Required 625.12 GPM including hose streams 625.12 GPM required at supply pressure of 47.55 PSI Flow at Base of Riser 375. 12 GPM Required Pressure at Base of Riser 43 . 66 PSI Supply Data: Static (PSI) 85 Residual (PSI) 75 Flow (GPM) 1040 Calculations by: TMD of Rybak Engineering, Inc. 132 Forest Ave. Warren, MA 01083-0709 Name Of Contractor M.J. Moran 4 South Main Street Haydenville, MA 01039 l� Authority Having Jurisdiction: Local Fire Official Underwriter: I .S.O. Notes: FLOW CURVE - P (PSI)vs Q 11.85 (GPM) 100 LEGEND A-Supply Static Pressure B-Supply Residual Pressure an Flow 90 C-Static Sy em Pressure loss i.e. Elev and BFP) F D-System I emand Without Ho a Streams E-Total Der iand(System plus ose) 80 - D B 70 60 P 50 40 30 20 10 0 C 400 800 1000 1200 1400 1600 1800 2000 - Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 85 psi Design for M.J. Moran Residual: 75 psi at Design Density 0.15gpm/sq ft Flow: 1040 gpm Area of Application: 695 sq ft System Demand Data: Total Demand of 450.7 gpm available at 82.9 System Flow: 200.73 gpm 1,131.1 gpm available at system pressure of 73.3 psi System Pressure: 73.32 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: 0.163 gpm. /sq.ft. Curve By Rybak Engineering, Inc.-TMD MRI PRE-ACTION SYSTEM 6 of 7 --- ROUTE NO. 7 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---------------------------------------------------------------------------- OUTLET 7 23 .03 1.049 0 17.7 15.83 K=5.6 0.24 3 5 0.22 1.09 PIPE 7 23 .03 100 0 22.7 5.37 16. 92 --------------------------------------------------------------------------- REF 902 24.68 1.380 1 6.9 21.41 0.240 0 5 0.00 PIPE 10 47.71 100 0 11.9 2.86 REF 908 24.2'7 --- ROUTE NO. 8 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 8 24.68 1. 049 1 3.7 18.33 K=5.6 0.27 2 7 0.22 1 .09 PIPE 8 24.68 100 0 10.7 2.87 19.42 REF 902 21.42 --- ROUTE NO. 9 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 9 21.22 1.049 1 4.7 12 .84 K=5.6 0.15 2 9 0.22 1.52 PIPE 21 21.22 120 0 13.7 1.98 14.36 --------------------------------------------------------------------------- REF 913 15.04 MRI PRE-ACTION SYSTEM 5 of 7 --- ROUTE NO. 4 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES -------------------------------------------------------------------------- OUTLET 4 23.09 1.049 1 3.7 15.91 K=5.6 0.24 2 7 0.22 1.09 PIPE 4 23 .09 200 0 10.7 2.54 17.00 REF 903 18.66 --- ROUTE NO. 5 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 5 22.07 1.049 0 14.7 14.88 K=5.6 0.22 3 5 0.22 0.65 PIPE 5 22.07 100 0 19.7 4.30 15.53 --------------------------------------------------------------------------- REF 901 23 .41 1.380 1 8.0 19.40 0.219 0 5 0.00 PIPE 9 45.48 100 0 13 .0 2.85 ------------------------------- -------------------------------------------- REF 907 22.25 --- ROUTE NO. 6 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 6 23 .41 1.049 1 2.7 16.83 K=5.6 0.24 2 7 0.22 0.65 PIPE 6 23.41 100 0 9.7 2.36 17.48 --------------------------------------------------------------------------- REF 901 19.41 MRI PRE-ACTION SYSTEM 4 of 7 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 912 0.00 8.260 0 60.0 73.24 0.001 0 0 0.00 PIPE 20 450.73 140 0 60.0 0.08 --------------------------------------------------------------------------- \ 73.32 PSI at Supply 450.73 GPM available at 82.87 PSI --- ROUTE NO. 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---------------------------------------------------------------------------- OUTLET 2 21.47 1.049 1 4.7 13 .18 K=5.6 0.21 2 7 0.22 1.52 PIPE 2 21.47 100 0 11.7 2.42 14 .70 REF 904 15.82 --- ROUTE NO. 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 3 21.54 1. 049 0 17.7 13.71 K=5.6 0.21 3 5 0.'22 1. 09 PIPE 3 21.54 100 0 22.7 4.74 14.79 REF 903 23 .09 1.380 1 6.9 18.66 0.212 0 5 0.00 PIPE 11 44.62 100 0 11.9 2.53 --------------------------------------------------------------------------- REF 906 21.19 MRI PRE-ACTION SYSTEM 3 of 7 --- ROUTE NO. 1 DESCRIPTION --- Q-ADD , DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ------------------------------------------ ---------------------------------- OUTLET 1 20.23 1.049 0 12.7 11.53 K=5.6 0.19 3 5 0.22 1.52 PIPE 1 20.23 100 0 17.7 3.29 13 .04 -------------------------------------------------------------------------- REF 913 21.22 1.380 0 6.0 15.03 0.132 0 0 0.00 PIPE 22 41.44 120 0 6.0 0.79 --------------------------------------------------------------------------- REF 904 21.47 1.380 1 7.4 15.82 0.400 0 5 0.00 PIPE 12 62 .91 100 0 12.4 4.96 REF 905 0.00 2.067 0 7.3 20.78 0.056 0 0 0. 00 PIPE 13 62.91 100 0 7.3 0.41 REF 906 44.62 2.067 0 7.0 21.19 0.151 0 0 0.00 PIPE 14 107.54 100 0 7.0 1.06 REF 907 45.48 2 .067 0 7.0 22.25 0.289 0 0 0.00 PIPE 15 153 .02 100 0 7.0 2.02 REF 908 47.71 2.157 0 65.0 24.27 0.388 0 6 1.09 PIPE 16 200.73 100 2 71.0 27.57 REF 909 0.00 3.260 1 60.0 52.92 0.037 0 117 2.39 - PIPE 17 200.73 120 4 177.0 6.56 --------------------------------------------------------------------------- REF 910 0.00 6.357 0 25.0 61.87 0.001 0 34 1.30 PIPE 18 200.73 120 3 59.0 8.08 INCLUDES 8 PSI BFP ---------------------------------------------- ----------------------------- REF 911 250.00 6.150 2 240.0 71.26 0.006 0 111 0.00 PIPE 19 450.73 140 2 351.0 1.99 ---------------------------------------------------------------------------- s��n MRI PRE-ACTION SYSTEM 2 of 7 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 5.600 13.045 20.23 8.00 20.23 2 5.600 14.696 21.47 8..00 20.23 3 5.600 14.792 21.54 9.00 14.82 4 5.600 16.996 23 .09 9.00 14.82 5 5.600 15.53.4 22 .07 10.00 14.82 6 5.600 17.480 23.41 10.00 14.82 7 5.600 16.916 23. 03 9.00 14.82 8 5.600 19.416 24.68 9.00 14.82 9 5.600 14.356 21 .22 8.00 14.82 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1.049 17.67 20.23 100 0.1862 3.289 7.5 2 1.049 11.67 21.47 100 0.2079 2.425 8.0 3 1.049 22.67 21 .54 100 0.2091 4.740 8.0 4 1.049 10.67 23 .09 100 0.2378 2.536 8.6 5 1.049 19.67 22 .07 100 0.2188 4.303 8.2 6 1.049 9.67 23 .41 100 0.2440 2.359 8.7 7 1.049 22.67 23.03 100 0.2367 5.366 8.6 8 1.049 10.67 24 .68 100 0.2689 2.869 9.2 9 1.380 12.99 45 .48 100 0.2193 2.848 9.8 �_0 1.380 11.94 47.71 100 0.2395 2 .859 10.2 11 1.380 11.94 44 .62 100 0.2117 2.526 9.6 12 1.380 12.42 62 .91 100 0.3996 4.962 13.5 13 2.067 7.32 62.91 100 0.0559 0.409 6.0 14 2.067 7.02 107.54 100 0.1506 1. 058 10.3 15 2.067 6.97 153 .02 100 0.2892 2 .017 14.6 16 2.157 71.00 200.73 100 0.3883 27.566 17.6 17 3.260 177.00 200.73 120 0.0371 6.563 7.7 18 6.357 59.00 200.73 120 0.0014 8 . 085 2.0 19 6.150 351.00 450.73 140 0 .0057 1.986 4.9 20 8.260 60.00 450.73 140 0.0013 0.081 2.7 21 1.049 13 .67 21.22 120 0.1452 1 .984 7.9 22 1.380 6.00 41.44 120 0.1317 0.790 8.9 HYDRAULIC CALCULATIONS for Radiology Addition Cooley Dickinson Hopital Northampton, MA 12/20/2001 Calculated Area: MRI PRE-ACTION SYSTEM Design Data: Occupancy Classification: Ordinary Hazard I Density: 0.15 GPM PER SQ FT Area of Application: 695 sq ft Coverage Per Sprinkler: Varies sq ft NO. of Sprinklers Calculated: Hose Streams: 250 GPM Total Water Required 450.73 GPM including hose streams 450.73 GPM required at supply pressure of 73.32 PSI Flow at Base of Riser 200.73 GPM Required Pressure at Base of Riser 71.26 PSI Supply Data: Static (PSI) 85 Residual (PSI) 75 r..S"ARr'e.n Flow (GPM) 1040 �s Calculations by: TMD of Rybak Engineering, Inc. rs 132 Forest Ave. Warren, MA 01083-0709 Name Of Contractor a( M.J. Moran 4 South Main Street Haydenville, MA 01039 Authority Having Jurisdiction: Local Fire Official Underwriter: I.S.O. Notes: FLOW CURVE - P (PSI)vs Q^1.85 (GPM) 100 LEGEND A-Supply Static Pressure B-Supply Residual Pressure and Flow 90 C-Static Sy tem Pressure loss i.e. Elev and BFP) D-System Cemand Without Hoe Streams E-Total Der iand(System plus lose) 80 B 70 LD 60 E P 50 40 30 20 10 0 C 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 85 psi Design for M.J. Moran Residual: 75 psi at Design Density 0.15gpm/sq ft Flow: 1040 gpm Area of Application: 1,500 sq ft System Demand Data: Total Demand of 695.3 gpm available at 80.3 System Flow: 445.32 gpm 1,653.4 gpm available at system pressure of 61.4 psi System Pressure: 61.44 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: 0.177 gpm. /sq. ft. Curve By Rybak Engineering, Inc. -TMD MECH/ELEC/VEST/REC/WAIT 11 of 12 --- ROUTE NO. 18 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 21 23.46 1.049 1 2.8 17.04 K=5.6 0.17 2 9 0.22 0.51 PIPE 21 23 .46 120 0 11.8 2 .06 17.55 REF 908 19.33 MECH/ELEC/VEST/REC/WAIT 10 of 12 --- ROUTE NO. 15 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 18 22.48 1.049 1 4.5 16.12 K=5.6 0.16 0 5 0. 00 0.00 PIPE 18 22.48 120 0 9.5 1.54 16. 12 REF 919 17.66 --- ROUTE NO. 16 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 19 21.89 1.049 0 12.8 14.78 K-5.6 0.15 3 6 0.22 0.51 PIPE 19 21.89 120 0 18.8 2.90 15.29 REF 904 22.58 1.380 0 9.5 17.89 0.150 0 0 0.00 PIPE 25 44.47 120 0 9.5 1.43 REF 908 23.46 1 .610 1 2.1 19.33 0 . 155 0 8 0.00 PIPE 29 67.93 120 0 10.1 1.57 REF 917 20.90 --- ROUTE NO. 17 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE. LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 20 22.58 1.049 1 2.8 15.75 K=5.6 0.16 2 9 0.22 0.51 PIPE 20 22.58 120 0 11.8 1.93 16.26 REF 904 17.89 MECH/ELEC/VEST/REC/WAIT 9 of 12 -- ROUTE NO. 12 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 15 22 .89 1.049 1 2.8 16.20 K=5.6 0.17 2 9 0.22 0.51 PIPE 15 22 .89 120 0 11.8 1 .98 16.71 REF 901 18 .40 --- ROUTE NO. 13 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 16 23.08 1.049 1 9.4 16.48 K=5.6 0.17 3 11 0.22 0 .51 PIPE 16 23.08 120 0 20.4 3 .46 16 .98 REF 915 20.15 --- ROUTE NO. 14 DESCRIPTION ---- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE - PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 17 22 .64 1 .049 1 3.0 16.34 K=5.6 0.16 0 5 0.00 0.00 PIPE 17 22 .64 120 0 8.0 1.31 16.34 REF 919 22 .48 1.380 0 0.5 17.66 0.154 1 3 -0.22 PIPE 39 45.12 120 0 3 .5 0.54 REF 905 0.00 1.380 0 9.2 17.98 0.154 0 0 0.00 PIPE 26 45.12 120 0 9.2 1 .41 REF 909 0.00 1.610 1 11.2 19.39 0.073 0 8 0.00 PIPE 30 45. 12 120 0 19.2 1.40 REF 916 20.79 MECH/ELEC/VEST/REC/WAIT 8 of 12 --- ROUTE NO. 9 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ----------------------------------------------------------------------------- OUTLET 10 19.72 1 .049 0 7.8 12 .40 K=5.6 0.13 3 6 -0.87 0 .00 PIPE 10 19.72 120 0 13.8 1.75 12 .40 OUTLET 11 20.40 1.380 1 8.0 13 .27 K=5.6 0.12 0 6 0.00 0 . 00 PIPE 11 40.12 120 0 14.0 1 .74 13 .27 REF 911 15 .02 --- ROUTE NO. 10 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 12 21.39 1.049 1 3.5 14 .59 K=5.6 0.15 1 7 -0.87 0.00 PIPE 12 21.39 120 0 10.5 1.55 14 .59 REF 912 15.27 --- ROUTE NO. 11 DESCRIPTION --- Q-ADD DIA T PIP? PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 14 22 .01 1. 049 0 14.8 14 .94 K=5.6 0 .16 3 6 0.22 0 .51 PIPE 14 22 .01 120 0 20.8 3 .24 15 .45 REF 901 22 .89 1.380 1 5.5 18.40 0.153 0 6 0.00 PIPE 22 44 . 90 120 0 11.5 1.75 REF 915 20.1.5 MECH/ELEC/VEST/REC/WAIT 7 of 12 --- ROUTE NO. 7 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 7 21. 19 1.049 1 3.6 13 .82 K=5 .6 0. 14 2 9 0.22 0.51 PIPE 7 21.19 120 0 12.6 1 .83 14.32 REF 906 15.87 --- ROUTE NO. 8 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 8 19.50 1.049 0 13.8 12 .12 K=5.6 0.12 3 6 -0.87 0.00 PIPE 8 19.50 120 0 19.8 2 .46 12 .12 OUTLET 9 20.74 1.380 0 7.4 13 .72 K=5 .6 0.12 1 3 0.00 0.00 PIPE 9 40.24 12.0 0 10.4 1 .30 13 .72 REF 911 40.12 1.610 0 1.2 15.02 0.212 0 0 0.00 PIPE 32 80.35 120 0 1.2 0.26 REF 912 21.39 1.610 0 2.7 15 .27 0.328 0 0 0.00 PIPE 33 101.75 120 0 2.7 0.90 OUTLET 13 22 .52 2 .067 1 16.8 16.17 K=5 .6 0.14 0 10 0.00 0.00 PIPE 13 124.26 120 0 26.8 3 .76 16.17 REF 914 19.93 MECH/ELEC/VEST/REC/WAIT 6 of 12 --- ROUTE NO. 4 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 4 20.64 1.049 0 8.3 13.08 K=5 .6 0. 14 4 8 0.22 0.51 PIPE 4 20 .64 120 0 16.3 2.25 13 .59 REF 910 15.55 --- ROUTE NO. 5 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 5 20.39 1 .049 0 12.3 12.76 K=5.6 0. 13 3 6 0.22 0.51 PIPE 5 20.39 120 0 18.3 2.47 13 .26 REF 902 20.15 1.380 0 3.3 15.45 0.127 0 0 0.00 PIPE 23 40.54 120 0 3.3 0.42 REF 906 21.19 1.610 1 5.5 15.87 0. 130 0 8 0.00 PIPE 27 61.74 120 0 13.5 1.75 REF 920 17.62 --- ROUTE NO. 5 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 6 20.15 1. 049 2 7.2 12 .44 K=5.6 0.13 2 14 0.22 0.51 PIPE 6 20.15 120 0 21 .2 2.79 12 .95 REF 902 15.45 MECH/ELEC/VEST/REC/WAIT 5 of 12 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES REF 921 0. 00 6.357 0 25.0 47.04 0.006 0 34 1.30 PIPE 42 445.32 120 3 59. 0 8.37 INCLUDES 8 PSI BFP REF 922 250.00 6.150 2 240. 0 56.71 0. 013 0 121 0.00 PIPE 43 695.32 140 2 361. 0 4.56 REF 923 0.00 8.260 0 60.0 61.26 0.003 0 0 0.00 PIPE 44 695 .32 140 0 60. 0 0.18 61 .44 PSI at Supply 695.32 GPM available at 80.25 PSI --- ROUTE NO. 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 2 19.09 1.049 1 4.4 11.12 K=5.6 0.12 3 11 0.22 0.51 PIPE 2 19.09 120 0 15.4 1.84 11 .62 REF 903 13.18 --- ROUTE NO. 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PF Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 3 19.57 1.049 1 5.2 11.70 K=5.6 0.12 3 11 0.22 0.51 PIPE 3 19.57 120 0 16.2 2 .03 12 .21 --------------------------------------------------------------------------- REF 907 13 .95 MECH/ELEC/VEST/REC/WAIT 4 of 12 --- ROUTE NO. 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 1 18. 98 1. 049 1 5. 8 10.98 K=5.6 0.12 3 11 0.22 0.51 PIPE 1 18.98 120 0 16.8 1.99 11.48 REF 903 19.09 1.380 0 6. 8 13.18 0.113 0 0 0.00 PIPE 24 38. 07 120 0 6.8 0.77 REF 907 19.57 1.610 1 6.0 13.95 0.114 0 8 0.00 PIPE 28 57.64 120 0 14. 0 1.60 REF 910 20.64 1.610 1 2.3 15.55 0.202 0 8 0.00 PIPE 31 78.28 120 0 10.3 2.07 REF 920 61,74 2.067 1 0.6 17.62 0.175 0 10 -0.25 PIPE 40 140. 02 120 0 10.6 1.85 REF 913 0. 00 3.260 0 10.2 19.22 0. 019 0 14 0.25 PIPE 34 140.02 120 2 24.2 0.46 REF 914 124.26 3 .260 0 3.6 19.93 0.062 0 0 0.00 PIPE 35 264.29 120 0 3 . 6 0.22 REF 915 67. 98 3 .260 0 6.8 20.15 0.094 0 0 0.00 PIPE 36 332 .27 120 0 6. 8 0.64 REF 916 45.12 3 .260 0 0. 9 20.79 0. 119 0 0 0.00 PIPE 37 377.39 120 0 0. 9 0.11 REF 917 67. 93 3.260 0 72. 0 20.90 0. 162 0 34 -0.00 PIPE 38 445.32 120 5 106.0 17.16 REF 918 0. 00 4 .260 1 65. 0 38 .06 0. 044 0 83 2 .46 PIPE 41 445.32 120 3 148.0 6.51 MECH/ELEC/VEST/REC/WAIT 3 of 12 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1.049 16.82 18 .98 120 0.1181 1 .986 7.0 2 1.049 15.45 19.09 120 0.1194 1.845 7.1 3 1.049 16.24 19.57 120 0.1250 2 .029 7.3 4 1.049 16.28 20.64 120 0.1380 2.247 7.7 5 1.049 18.34 20.39 120 0.1349 2 .474 7.6 6 1.049 21.15 20.15 120 0.1319 2.791 7.5 7 1.049 12.65 21 .19 120 0.1449 1.832 7 . 9 8 1.049 19.84 19.50 120 0.1241 2.463 7 .2 9 1.380 10.42 40.24 120 0.1247 1 .300 8.6 10 1.049 13 .78 19.72 120 0.1267 1 .747 7.3 11 1.380 14.04 40.12 120 0.1241 1.742 8.6 12 1.049 10.50 21.39 11.0 0.1474 1.547 7.9 13 2.067 26.80 124 .26 120 0.1404 3 .764 11 .9 14 1.049 20.83 22 .01 120 0. 1554 3 .237 8 .2 15 1.049 11.83 22 .89 120 0.1671 1. 977 8 .5 16 1.049 20.40 23 .08 120 0.1696 3 .459 8 .6 17 1.049 8.03 22.64 120 0.1637 1.314 8 .4 18 1.049 9.51 22.48 120 0.1616 1 .537 8.3 19 1.049 18.83 21.89 120 0.1538 2 .897 8 .1 20 1 .049 11.83 22 .58 120 0.1629 1.927 8 .4 21 1.049 11.81 23 .46 120 0.1748 2.064 8 .7 22 1 .380 11.48 44 .90 120 0.1528 1.754 9.6 23 1.380 3 .31 40.54 120 0. 1265 0.419 8 .7 24 1.380 6.83 38.07 120 0.1126 0 .769 8 .2 25 1.380 9.54 44.47 120 0.1501 1 .432 9.5 26 1.380 9.17 45.12 120 0.1542 1.414 9.7 2'7 1 .610 13.48 61 .74 120 0.1300 1.752 9.7 28 1 .610 13 .96 57.64 120 0.1145 1.598 9.1 29 1 .61.0 10.14 67.93 120 0.1552 1.574 10.7 30 1.610 19.21 45.12 120 0.0728 1.398 7.1 31 1.610 10.27 78.28 120 0.2017 2 .070 12 .3 32 1.610 1 .21 80.35 120 0.2117 0.255 12 .7 33 1.610 2 .74 101 .75 120 0.3276 0.898 16 .0 34 3 .260 24 .16 140. 02 120 0. 0190 0.460 5 .4 35 3 .260 3 .57 264 .29 120 0.0617 0.220 10 .2 36 3.260 6.81 332.27 120 0.0942 0 . 641 12 .8 37 3 .260 0.91 377.39 120 0.1192 0. 108 14 .5 38 3 .260 106.00 445.32 120 0.1619 17. 165 i7.1 39 1 .380 3 .50 45.12 120 0.1542 0.540 9.7 40 2.067 10.58 140.02 120 0.1751 1. 854 13 .4 41 4.260 148 .00 445.32 120 0.0440 6.512 10. 0 42 6.357 59.00 445.32 120 0. 0063 8.370 4 .5 43 6.150 361.00 695.32 140 0.0126 4.555 7.5 . 44 8.260 60.00 695.32 140 0.0030 0.180 4 .2 i m t MECH/ELEC/VEST/REC/WAIT 2 of 12 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 5.600 11 .484 18. 98 8 .00 14.82 2 5.600 11.625 19.09 8 .00 14.82 3 5.600 12.210 19.57 8 .00 14.82 4 5.600 13 .591 20.64 8.00 17.00 5 5.600 13 .263 20.39 8.00 14.82 6 5.600 12 . 946 20.15 8. 00 14 .82 7 5.600 14.324 21.19 8. 00 14.82 8 5.600 12 .121 19.50 6.67 19.50 9 5.600 13 .716 20.74 8.67 19.50 10 5.600 12 .395 19.72 6.67 19.50 11 5.600 13 .274 20.40 8.67 19.50 12 5.600 14 .592 21.39 6.67 19.50 13 5.600 16.169 22.52 8 . 67 19.50 14 5.600 15.451 22. 01 8 .00 14.82 15 5.600 16.710 22 .89 8 .00 14 .82 16 5.600 16.982 23.08 8.00 17.00 17 5.600 16.344 22 .64 8.17 14.82 18 5.600 16. 121 22 .48 8. 17 14.82 19 5.600 15.286 21.89 8. 00 14.82 20 5.600 16.255 22.58 8. 00 14.82 21 5.600 17.550 23 .46 8. 00 14 .82 { HYDRAULIC CALCULATIONS for Radiology Addition Cooley Dickinson Hopital Northampton, MA 12/19/2001 Calculated Area: MECH/ELEC/VEST/REC/WAIT Design Data: Occupancy Classification: Ordinary Hazard I Density: 0.15 GPM PER SQ FT Area of Application: 1,500 sq ft Coverage Per Sprinkler: Varies sq ft NO. of Sprinklers Calculated: 21 Hose Streams: 250 GPM Total Water Required 695.32 GPM including hose streams 695.32 GPM required at supply pressure of 61.44 PSI Flow at Base of Riser 445.32 GPM Required Pressure at Base of Riser 56.71 PSI Supply Data: Static (PSI) 85 Residual (PSI) 75 Flow (GPM) 1040 Calculations by: . TMD of Rybak Engineering, Inc. 132 Forest Ave. \ Warren, MA 01083-0709 E;W 6 Name Of Contractor M.J. Moran 4 South Main Street Haydenville, MA 01039 Authority Having Jurisdiction: Local Fire Official Underwriter: I.S.O. Notes: M.J. M O RAN, INC. LETTER OF TRANSMITTAL FIRE PROTECTION DIVISION 4 SOUTH MAIN STREET TELEPHONE: FAX: HAYDENVILLE, MA 01039 (413)268-7251 (413)268-9375 TO: Northampton Building Inspector DATE: 1-3-0+A/ I JOB NUMBER: 01-621 212 Main Street ATTENTION: Mr. Tony Patillo Room 100 Building Department RE: Fire S- _prinklers at Cooley Dickinson Northampton, MA 01060 Hospital M.R.I. Addition WE ARE SENDING YOU N ATTACHED ❑UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑SHOP DRAWINGS ❑PRINTS NPLANS ❑SAMPLES ❑SPECIFICATIONS ❑COPY OF LETTER ❑CHANGE ORDER N Hydraulic Calculations COPIES DATE NUMBER DESCRIPTION 1 12-20-01 Copy Fire Sprinkler Plans FP-1 and FP-2 1 12-20-01 Copy Hydraulic Calculations Mechanical Room, Electrical Room, Vestibule Reception, Waiting Room, Ground Floor and MRI Pre-action System. _ In I r k , J THESE ARE TRANSMITTED AS CHECKED BELOW: NFor approval []Approved as submitted []Resubmit copies for approval NFor your use []Approved as noted ❑Submit copies for distribution ❑As requested ❑Returned for corrections ❑Return corrected prints ❑For review and comment ❑ ❑ ❑ PRINTS RETURNED AFTER FOR BIDS DUE: , 1998 LOAN TO US REMARKS: Tony: I have sent copies to Northampton Fire Department, Owner and Owners Insurer for approval. Please call me with any question. COPY TO: Job File p SIGNED: .Q. ` Date: / -3 /IL 1 , 10. Do any signs exist on the property? YES X NO IF YES,describe size,type and location: Entry sign for hospital entry and emergency room directional signs Are there any proposed changes to or additions of signs intended for the property? YES ' NO X IF YES,describe size,type and location: I I. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. This column to be filled in by the Budding De artnwnt EXISTING PROPOSED 'RE UIItEDY ZONING;: Lot Size 969,427.8 969,427.8* Frontage 2,658' 2,658' Setbacks Front 102' 102' Side L:88' R: 42' L: 88' R: 42' L: R: Rear 18 18 Building Height 64.5 64.5 Building Square Footage 393,899 402, $61 %Open Space: (lot area minus building&paved 40.6% parking #of Parking Spaces 761 761 #of Loading Docks Fill: (volume&location) N/A N/A 12. Certification: I hereby certify that the information contained herein is true and a curate to the best of my knowledge. / C EY DICKI N SPITAL, INC. Date: /�`{o /O� Applicant's Signature By: org�NodYn, Dir. of Facilities NOTE:Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health,Conservation Commission,Historic and Architectural Boards, _ Department of Public Works and other applicable permit granting authorities. *CDH is contract purchaser for 2.597 acre parcel from City of Northampton. The sale is awaiting approval of the Hampshire Probate Court. wpow NO V 1 6 2001 le No. —[P 'T,F ZMiAbUTFiR APPLICATION (§10.2) Please type or print all information and return this form to the Building Inspector's Office with the $10. filing fee (check or money order) payable to the City of Northampton 1. Name of Applicant: Cooley Dickinson Hospital, Inc. Address: 30 Locust Street, Northampton, MA 01060Telephone: (413) 582-2212 2. Owner of Property: Cooley Dickinson Hospital, Inc. Address: same Telephone: same 3. Status of Applicant: Owner X Contract Purchaser Lessee Other(explain) 4. Job Location: 30 Locust Street, Northampton, MA 01060 Parcel Id: Zoning Map# 23B Parcel# 46 District(s): M (Medical) In Elm Street District In Central Business District (TO BE FILLED IN BY TIM BUILDING DEPARTMENT)'- 5. Existing Use of StructurelProperty hospital 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): Construction of an attached addition for the hospital's MRI unit and staff and patient areas The addition will contain 8,962 sq. ft. (4,961 sf basement and 4,001 sf on a ground floor) The building height will be 22 ft. 7. Attached Plans: Sketch Plan Site Plan X Engineered/Surveyed Plans 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW YES X IF YES,date issued: August, 1.996 IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES X IF YES: enter Book 4981 Page 47 and/or Document# 9. Does the site contain a brook,body of water or wetlands? NO DON'T KNOW YES X* *Elm Street Brook, located several hundred yards from site IF YES,has a permit been or need to be obtained from the Conservation Commission? _ Needs to be obtained Obtained ,date issued: (Form Continues On Other Side) w APPLICANT/CONTACT PERSON COOLEY DICKINSON HOSPITAL INC ADDRESS/PHONE LOCUST ST (413)582-2313 Q PROPERTY —CATION 30 LQ � 5T MAP 2 RP LbEL+b46 OO I i M THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ING FOR FILLED OUT Q--Fee Pai r ff/O Building Permit Filled out Fee Paid Typeof Construction: ZONING CONSTRUCT 8,962 SO FT ADDITION FOR MRI UNIT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved vl-D—enied PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate Project: OR Special Permit and Site Plan Major Project: Site Plan R Special Permit and Site Plan il<Y ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Signature of Buildin icial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning&Development for more information. C itv of �Xnrfl alit tail _ 'Massachusetts (- DEPARTMENT OF BUILDIIIG INSPECTIONS r 212 Main Street • Municipal Building INSPECTOR '>o Nordiamptcm, MA 01060 CONSTRUCTION CONTROL DOCUMENT (for professional Engineers/Architects responsible for Entire Project) Project Title: New Addition and M.R.I. Date: October 17, 2001 Cooley Dickinson Hospital Project Location: 30 Locust Street Map: 23B Parcel: 46 Zone: M Scope of Project: New Addition and M.R.I. to Cooley Dickinson Hospital In accordance with the sixth edition Massachusetts State Building Code, 780 CMR SECTION 116.0: 1, Edward L. Jendry, A.I.A. Mass. Registration Number 4105 Being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit and shall be responsible for the following as specified in section 116.2.2: 1. -Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of constriction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. and Seal of registered professional: N : y 0.41,05 v 3 Fax 313-587-1272 -phone -t13-X87-1230 O�gYAM P�O <2\_ of 'WortlTallipton L S" DEPARTMENT OF BUILDI2,,7G INSPECTIONS /r INSPECTOR 212 Main Street • Municipal Building Northarnplon, MA 01060 CONSTRUCTION CONTROL DOCUMENT (for professional Engincers/Architects responsible for Entire Project) Project Title: New Addition and M.R.I. Date: October 17, 2001 Cooley Dickinson Hospital Project Location: 30 Locust Street Map: 23B Parcel: 46 Zone: M Scope of project: New Addition and M.R.I, to Cooley Dickinson Hospital In accordance with the sixth edition Massachusetts State Building Code, 780 CMR SECTION 116.0: 1, Edward L. Jendry, A.I.A. Mass. Registration Number 4105 Being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning. Entire Project for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of constriction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. and Seal of registered professional: 1,10.41 Fax 413-587-1272 -phone 413-587-1240 Nofthampton Depaftment Memorandum To: Tony Patillo Fran: B. P. Duggan Date: November 7, 2001 Re: Cooley Dickinson hospital MRU unit and Addition Secondary to a review of the plans that you submitted to me on November 6, 2001, 1 have met with the design team for the renovation of existing space and the new MR] unit at Cooley Dickinson Hospital. I approve the release of the building permit based on the information provided subject to the following additions: • Install a Hazardous Materials Knox Box at the entrance by the fire alarm annunciator panel. • Install a red indicator strobe light above the Knox Box. • Cross-zone and verify all fire alarm zones. • Install an emergency power shut off switch that will terminate all power to the MRI room; this switch must be clearly marked and mounted outside of the imaging space. This switch shall be equipped with a pre alarm cover and be clearly marked as "Firefighters Emergency Power Shut Off Switch" with a red engraved label with one inch white letters. •Page 1 Version l.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes......❑ No...... SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,_- 6-4;Vnamd- YT. _ad-t COt yA7, 21,C, as Owner of the subject property hereby authorize /11 ~d J_A0yl-e- CO-,v-, w c. to act on n all matters relativ to work authorized by this building p rmi application. 5707 Signat of Owner Efate 1, G-IgOX 6 1!�' 1t)oZ114A) b 4/2eW15W Df- eA G/G it/65 as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. (71C-8626 A)04,0) Print Name p� I&W121f 22 Sig ature of Own /Agent Dat SECTION 12 CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: U oberT P. 44~Y -e V'iv J r C S 06'cl�,2L —�-- License Number _ 23 �1 G c lfsc�. 5T. C G,, coy a;, 6/6?a ,a/i-/ BOO/ Address Expiration Date Y23 L - 720:7 Signature Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.C.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... 0' No...... ❑ Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: � Not Applicable ❑ - . - � _ Name Registrant): ^ _ - 1`o M Registration Number Addres t 4-0 I�)v Expirati Date Si at Telephone 9.2 Registered Professi nal Engi er(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor / �V/Y7,0" �, 71QUlf C j2A,.S T. Not Applicable ❑ Company Name: Responsible In Charge of Construction/ ZAtA. 47 Address y13 S3.2•92 41 Signatur Telephone Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON:ZONING Existing Proposed Required by Zoning This column to be filled in by (� Q Building Department Lot Size 1 yZl • p (pq �Z� $ t � ( Frontage 7- 1 Setbacks Front la Z r Side L: R: q Z t LB U R: L4 2 Rear Building Height b 5 1 b • Bldg. Square Footage % t 3q3 qo a 80( yl•b f. Open Space Footage % (Lot a minus bldg&paved G 6 Zq .,j G�/ *7 /'Q D• #of Parkin Spaces 'J 761 �l + -7� li -T Fill: NIA N I A volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW YES IF YES, date issued: U5+ 1996 IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES _ IF YES: enter Book 4981 Page q7 and/or Document# B. Does the site contain ca,brook, body of water or wetlands? NO DONT KNOW YES �_ +K 7't Elm, 'b¢Look I koCocted 5eueZG& hVrnd-,*a k(R.oIS IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: 'lQ N cot kjOSp'TCd (N) 2QL1 04-"A JaNCA-( -Zcx M 61 tLc,A- 011N 01 D. =rethereiny S i q NS proposed changes to or additions of signs intended for the property?YES No A IF YES, describe size, type and location: Version 1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs Existing Ground Signs Additions❑ Roofing ❑ ❑ ❑ rr"',lterations Demolition❑ New Signs [ ] Change of Use [ ] Other [ ] /l o(P/ Accessory Bu'di _ Repairs N 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A A-4 ❑ A-5 ❑ 113 ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ 1 Institutional I-1 ❑ 1-2 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 513 ❑ U utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: _ +—2 Proposed Use Group: —2 Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION Floor Area per Floor(sf) 1 st7t nd i �N�AG l /J+ S'T 3rd Total Areas `�� 4 ( f) r Total Proposed New Construction(so �� : y _ 0 / Total Height(ft) Total Height ft 7.Water$apply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage gisposal System: Public Private ❑ Zone:_ Outside Flood Zone 13 Municipal ErOn site disposal system ❑ Versionl.7 Commercial Buildin Permit Ma 15,2000 City of Northampton —E rra E n W Department �J V ain Street om 100 Noi ton, MA 01060 NOV lAoAn13 - 240 Fax 413-587-1272 P ,REPA ,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING THER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This sectiorrta be completed by office 1.1 Property Address* SL W O Q Map Long "unit / O Zi�ne� Overlay Dis#i � ' cs act SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: r,nole4'DickwSon AososW 30 &Cos4- S cQg - Name(Print) t I Current Mailing Address: Cy/3)1 582 —23t 3 Signature Telephone 2.2 Authorized Agent: CUO e l t I N S o+v G s p t _ 3010 C U s+ 54 No dz CL%m Name(Print) Current Mail' g Address: CQO 1 1,070I.-ML 1AW- Z — 2 3 3 Signature Telephone SECTIONz 3-ESTIM TED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official lase Only completed by ermit applicant 1. Building (a)Building Permit Fee 7/ Al 2. Electrical (b)Estimated Total Cost of 01 30 3105 Construction from 6 IF 3. Plumbing Building Permit Fee 56- -7a"7 4. Mechanical(HVAC) 3 3 7, 5q- 5. Fire Protection ;3- Pj 6 3 6. Total=(1 +2+3+4+5) y-d Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date: October 17, 2001 HEALTHCARE New Radiology Addition ARCHITECTS INC. Cooley Dickinson Hospital Northampton, Massachusetts CORPORATE DIRECTOR Edward L.Jendry, A.I.A. Fire Protection Narrative SENIOR PRINCIPAL C.J.Wt"har' The new addition to Cooley Dickinson Hospital will for the most part tie-in to the existing fire protection systems that currently exist at the Hospital. A PRINCIPALS discussion of these systems is as follows: Don Hafncr Richard E.Katsanos Ann Lawrence Knox A. Fire Resistive Construction Richard P Wilk The new addition will be constructed of fire-resistive construction ENGINEERING ASSOCIATES (Type lA 443 to match the new sections of the Hospital. Gilliam M.Barry.P.E. \ Yp )— � ) p Ronald G.Stenlunci.P-E. B. Sprinkler System The new addition will have a complete wet sprinkler system that will be fed from the Hospital's existing water mains. The new sprinkler system will be designed and installed in accordance with N.F.P.A. requirements. C. Fire Alarm System The new addition will have new smoke detectors, heat detectors, pull stations and visual and audible alarms that will tie into the Hospital's existing addressable fire alarm system. D. Elevators No new elevators are being planned as a part of this addition. The existing hydraulic elevator in Radiology will be used for the most part for vertical transportation in this area of the building. ElE:�LTHCAKF:AKCHIT1:CfS I NC. 6J GUTHIC tiTKEE'f NOWMANIPTON. 01060 413.585-1-512 Lighting Compliance Certificate Massachusetts Commercial Code COMcheck-EZ Software Version 2.2 Release la Section 1: Project Information Project Information: Cooley Dickinson Hospital New Radiology Addition Northampton,MA Owner/Agent Information: Healthcare Architects,Inc. 64 Gothic Street Northampton,MA Document Author Information: Central Consulting Engineers 1 S 16A Allouez Avenue Green Bay,WI 5431 k Section 2: General Information Building Location: Northampton,Massachusetts Climate Zone: 14a Heating Degree Days(base 65 degrees F): 6894 Cooling Degree Days(base 65 degrees F): 507 Building Use Method of Compliance: Activity Type Method ctjvizy Tvnef s) Floor Area Hospital and Healthcare Exam/Treatment 563 Hospital and Healthcare Nurse Station 610 Common Space Types Corridor/Transition 1899 Common Space Types Office-Enclosed 405 Common Space Types Conference/Meeting/Multipurpose 157 Common Space Types Electrical/Mechanical 634 Common Space Types Inactive Storage 3256 Common Space Types Resrroom 421 Hospital and Healthcare Corridors w/Patient Waitin&lExam 374 Hospital and Healthcare Laundry/Washing 96 Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Inspection Approved Initial Date (Y/N) Controls,Switching,and Wiring Independent controls for each space(switch/occupancy sensor) Exceptions: Security lighting,building lobby/retail store/mall Master switch at entry to hotel/motel guest room Two switches, dimmer,or occupancy sensor in each space providing a uniform illumination pattern Exceptions: Only one luminnarec in space; An occupant-sensing device controls the area; The area is a corridor,storage,restroom, or lobby Photocell/astronomical time switch on ex[. lights _ Exceptions: Large covered areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted luminaires Exceptions: Electronic high-frequency ballasted luminaires not on same switch Interior Lighting Total actual watts must be less than or equal to toml allowed watts Allowed Watts Actual Watts Complies(Y/N) 7059 5990 YES Exterior Lighting Type(s)of exterior lighting sources: _Fluorescent _Metal Halide High-Pr. Sodium Exceptions: Specialized signal,directional, and marker lighting;lighting highlighting exterior features of historic buildings; advertising signage;safety or security lighting;low-voltage landscape lighting. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Massachusetts Commercial Code requirements in COMcheek-EZ Version 2.2 Release 1 a. Principal Lighting Designer-Name Signature Date Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/-Description Am R-Va j= R_-Value -F to U ctor Roof 1: Structural Slab 4540 --- 33.0 0,029 0.054 Exterior Wall 1:CMU<=8"with Integral Insulation Furring Metal 2650 19.0 0.0 0.107 0.079 Window 1: Metal Frame with Thermal Break,Double Pane with Low-E Clear,shgc 0.63(b) 265 -- --- 0.540(b) 0.547 Door 1: Solid 50 --- --- 0.430 0.127 Slab 1:Unheated On-Grade,Vertical Insulation Depth 4 ft.(c) 133 --- 5.0 -- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Claimed performance does not exceed defaults in Tables 1301.9.3.1.No manufacturer certification regired. (c)Certain building use types require continuous under-slab insulation(see Massachusctts Code Section 1304.2.7 and 1304.2.8). Envelope PASSES: Design 26%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The pro osed envelope system has been designed to meet the Massachusetts Commercial Code requiremen COMcheck-� Version 2.2 Release la. Edward L. Jendry, A.I.A. 0 /Wo Principal Envelope Designer-Name i Date Lighting Application Worksheet Massachusetts Commercial Code COMcheck-EZ Software Version 2.2 Release la Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Catcgga U321 (watts/fit) (B x C) Hospital and Healthcare Exam/Treatment 563 1.6 901 Hospital and Healthcare Nurse Station 610 1.8 1098 Common Space Types Corridor/Transition 1899 0.7 1329 Common Space Types Office-Enclosed 405 1.5 608 Common Space Types Conference/Meeting/Multipu 157 1.5 236 Common Space Types Electrical/Mechanical 634 1.3 824 Common Space Types Inactive Storage 3256 0.3 977 Common Space Types Restroom 421 1 421 Hospital and Healthcare Corridors w/Patient 374 1.6 598 Hospital and Healthcare Laundry/Washiug 96 0.7 67 Total Allowed Watts= 7059 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture .ID Lama Description Watt;Per La=/Bal.last Fixture F Watt• x E A2 2 LAMP ACRYLIC/48"T8 32W/Electronic 2 14 62 868 A3P 3 LAMP PARACUBE/48"T8 32W/Electronic 3 20 84 1680 A6 3 LAMP UTUBE/24"T8U 32W/Electronic 3 2 62 124 A3 3 LAMP ACRYLIC/48"T8 32W/Electronic 3 1 84 84 A10 4 LAMP CLEAN ROOM/48"T8 32W/Electronic 4 4 110 440 C6 2 LAMP WRAP/48"T8 32W/Electronic 2 6 62 372 D 1 DOWNLIGHT-32 TRIPLE TUBE/Other/Electronic 1 2 31 62 D2 DOWNLIGHT-32 TRIPLE TUBE/Other/Electronic 1 27 31 837 DC DOWNLIGHT-DC VOLTS, 100W/Incandescent IOOW 1 8 100 800 Wl CFL WALL SCONCE/Quad 2-pin 26W/Electronic 2 9 51 459 WW EXTERIOR MINI WALL PACK/High-Pressure Sodium 70W/Magnetic 1 3 88 264 Total Actual Watts= 5990 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 7059 Total Actual Watts= 5990 Project Compliance= 1069 Lighting PASSES: Design 15%better than code Envelope Compliance Report Massachusetts Commercial Code COMcheck-EZ Software Version 2.2 Release la Section 1: Project Information Project Information: Cooley Dickinson Hospital New Radiology Addition Northampton,MA Owner/Agent Information: Healthcare Architects,Inc. 64 Gothic Street Northampton,MA Document Author Information: Central Consulting Engineers 1816A Allouez Avenue Green Bay, WI 54311 Section 2: General Information Building Location: Northampton,Massachusetts Climate Zone: 14a Heating Degree Days(base 65 degrees F): 6894 Cooling Degrce Days(base 65 degrees F): 507 Building Use Method of Compliance: Activity Type Method Activity Tvnc s1 Floor Area " Hospital and Healthcare Exam/Treaunent 563 Hospital and Healthcare Nurse Station 610 Common Space Types Corridor/Transition 1899 Common Space Types Office-Enclosed 405 Common Space Types Conference/Meeting/Multipurpose 157 Common Space Types Electrical/Mechanical 634 Common Space Types Inactive Storage 3256 Common Space Types Restroom 421 Hospital and Healthcare Corridors w/Patient Waiting/Exam 374 Hospital and Healthcare LaundryrWashing 96 Project Description(check one): New Construction _Addition _Alteration _.Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (VAN) All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed Windows,doors, and skylights certified as meeting leakage requirements Component R-values&U-factors labeled as certified Vapor retarder installed When each tenant space is completed and ready for occupancy, the general contractor shall provide the following items before the review and final testing will begin. HVAC Complete sets of operating manuals as specified. The manuals shall cover: • Controls • VAV Boxes • Package rooftop HVAC unit • Exhaust fans Complete sets of maintenance manuals as specified. The manuals shall cover _ • Package rooftop HVAC unit • Exhaust fans VAV Boxes . VAV Boxes LIGHTING Two sets of operating manuals which will cover: Occupancy sensors Location and method of purchasing replacement DC rated A-lamps 7. RECORD DRAWINGS AND CONTROL DOCUMENTS When space is completed and ready for occupancy, the general contractor shall provide the following items: • As-built drawings for the HVAC, electrical and lighting systems. • Copy of the final test, adjust and balance (TAB)report. diversified load on the panel, based on this design is 278 FLA. This will allow an additional 200 FLA to be added to the service in the future, at 277/480V. 5. TESTING The following tests and inspections shall be performed by the general contractor with the owner and the owner's representative present. The tests and inspections must comply with the criteria stated for the work to be accepted. HVAC • Inspect rooftop unit for any physical damage. There shall be no dents or distortion of the metal. a Inspect rooftop unit for any unusual noise or vibration. There shall be no unusual noise or vibrations when the unit is operating. • Inspect the seal of rooftop unit and its mounting curb for leaks. There shall be no leaks indicated when using a smoke stick while the unit is running. • The HVAC systems shall be tested to verify that the final TAB report is correct. Readings within 10% of those listed on the final TAB report shall be considered acceptable. If the readings are not acceptable, then all systems in the space must be rebalanced and a new final TAB report prepared. After the new final TAB report is issued, the HVAC systems will be tested to verify that the new final report is correct. • Verify that the HVAC system is functioning correctly. The hot water coil shall operate when the thermostat calls for heat and the air conditioner must function when the controller calls for cooling. The outside air damper shall open when in the occupied mode and shall remain closed when in the unoccupied mode. • In addition, a completed manufacturer's installation checklist will be submitted to the owner. LIGHTING Show that the occupancy sensors properly detect motion and allow the fixtures to come on with less than 1 second delay. Adjust sensor sensitivity as needed. Do not install sensors in a location where they will be partially or fully blocked by any obstruction. Verify that all light fixtures are working correctly. Verify that the photo-switches are operating correctly. Verify that the lamps in the non-ferrus downlights are DC rated and do not contain any iron, in the lamps and the fixtures. 6. OPERATIONS MANUALS AND MAINTENANCE MANUALS 1.3 W/SF for mech/elec spaces 1.5 W/SF for offices/conference rooms 1.6 W/SF for exarn/treatment rooms 1.8 W/SF for nurse stations 15 W/SF for mechanical system 2 W/SF for receptacles 3. SEQUENCE OF OPERATIONS AND INTERACTIONS HVAC Heating, cooling, and ventilation will be provided by one packaged rooftop unit,with VAV boxes with heating coils. The unit will deliver a fixed amount of outside air when the building is occupied. The outside air dampers will be shut when the building is unoccupied. In the event of activation of the fire detection/prevention/protection systems, all ventilation fans will automatically shut down. LIGHTING Ambient lighting will have wall mounted switch controls with occupant sensor override. In some small rooms, such as janitor closets, an electronic timer switch will be used. Exterior lighting will be controlled dusk to dawn via photosensor. 4. SYSTEMS AND EQUIPMENT CAPACITIES HVAC The rooftop unit will be rated for 333,000 Btu/h for cooling and will provide 10,000 cfm total and 1800 cf n of ventilation air. LIGHTING The lighting is primarily fluorescent in the interior, except for the construction style lighting in the unfinished space and the non-ferrus incandescent lighting in the MRI room. The ballasts are electronic, with T8 lamps used for linear fluorescent lighting. Rooms with windows on outside walls have dimmer switches for daylighting control. POWER DISTRIBUTION The power for the addition is provided from the main gear across the street. A new 600A, 277/480V-3ph-4wire panel is installed in the new addition. The present The designer of record will certify that the systems have been installed in accordance with the approved construction documents, in conformance with 780 CMR BD1.8.4.4 2. BASIS of DESIGN The following are the assumptions used to calculate the capacities and parameters for the building components. HVAC Interior temperature set points: • 72 deg. F heating when occupied; 55 deg. F heating when unoccupied • 75 deg. F cooling when occupied; 90 deg. F cooling when unoccupied Outdoor ambient design temperatures: • -1 deg. F winter • 86 deg. F db, 73 deg. F wb summer Occupancy: • Total occupancy estimated to be 90 people total for both floors Envelope (also see attached COMcheek Compliance Report:) • 2650 sf gross wall area • 10' - 0" floor to roof height @ each floor 17' - 0" floor to roof height @ MRI area • 265 sf glazing area • 50 sf of metal door • 4540 sf roof area • Opaque walls are insulated concrete block walls with face brick an R-value of 7. • Windows are fixed metal framed units with a thermal break and 1" clear insulated glass with a U-value of 0.54 (value taken from default Table 1301.9.3.1a) • Roof assembly is steel trusses with metal decking, fiber insulation board, built-up roofing for a total R-value of 33. • 1" of R-5 rigid insulation under around the slab perimeter. Outside ventilation air 20 cfm per person. LIGHTING (also see attached COMcheck Compliance Report) 15 footcandles in the corridors for ambient lighting levels. 30 footcan.dles in work areas for ambient lighting levels. 0.3 W/SF for the unfinished area, presuming inactive storage 0.7 W/SF for corridors Narrative Report for Compliance with Section 1301.8.4.1 of the Massachusetts State Building Code (780 CMR) - "Approval and Acceptance" Hospital Addition —Climate Zone 14a Owner: Cooley Dickinson Hospital (413-582-2000) Designers of Record. Healthcare Architects, Inc. (Building Envelope) Central Consulting Engineers, Ltd. (HVAC,Power& Lighting) 1. DESIGN INTENT General The project is approximately 8415 gross square foot, two story building addition for hospital occupancy, use Group 12. The lower level is approximately 4540 square feet and is designed for the addition of a new magnetic resonance imaging (MIZI)machine along with support spaces required for this addition. These spaces include MRI equipment and control rooms, patient waiting areas, reception and schieduling, toilets and maintenance rooms, locker/changing rooms, and staff office, consult, and conference rooms. The upper level is approximately 3875 square feet and is currently designed as a shell only for future use by the radiology department. The new building exterior walls will be brickiblock construction with interior furring wall with a minimum "R" value of 19, Thie roof addition will be structural steel trusses with a built-up roofing system having an average "R" value of 33. The planned operating schedule of the addition is from 8:00 AM to 5:00 PM five (5) days a week. Heating and Cooling to the spaces will be provided by a roof mounted cooling only packaged rooftop unit. This unit is provided with three(3) stages of filtration including a 90% final filter. Areas are thermostatically controlled as shown on plans thru a variable air volume(VAV) control box with a hot water coil piped to the hospital's central boiler plant. The intent of the lighting system is to use high efficiency lamps and ballasts to maximize the light output per watt. In the MRI room, fluorescent lighting is not permitted due to the unavoidability of ferrus materials with fluorescent lighting. The main power system is sized for future expansion. The emergency power is provided from an existing emergency panel and is used primarily for egress lighting and the MRI room lighting. The hospital's engineering and maintenance staff shall hold all operating instructions, O & M manuals, and scale plans showing the HVAC distribution system along with the layout of the lighting and electrical systems of the building addition. i October 17, 2001 HEALTHCARE Energy Code Compliance Affidavit ARCHITECTS INC. The new Radiology Addition to Cooley Dickinson Hospital has been designed in compliance with the energy code provisions contained in the CORPORATE DIRECTOR Massachusetts Building Code (Sixth Edition-Revised). Edward L.Jendq,A.I.A. See attached Energy Code Narrative that details the methodology for Code SENIOR PRINCIPAL C.J.Whitha Compliance. m PRINCIPALS Don Hafner Richard E.Katsanos Ann Lawrence Knox Richard P.Wilk e& 1 11, — He thcare AAite is Inc. ENGINEERING ASSOCIATES William M.Batty,P.E. Edward L. Jendry, A.I. Ronald G.Stenlund,P.E. III:-IJ, lICARE_ ARCIITECTS INC. 64 6 U 1-E11C�'I REE'I Noi,'rIiANwi O)N. 01060 413-585-1512 Al October 17, 2001 HEALTHCARE Energy Code Compliance Affidavit ARCHITECTS INC. The new Radiology Addition to Cooley Dickinson Hospital has been designed in compliance with the energy code provisions contained in the CORPORATE DIRECTOR Massachusetts Building Code (Sixth Edition-Revised). Edward L.Jendry,A.I.A. See attached Energy Code Narrative that details the methodology for Code SENIOR PRINCIPAL Compliance. :--� C.J.Whitham Com p PRINCIPALS Don Hafner Richard E.Katsanos Ann Lawrence Knox Richard P.Wilk H--eaftheare ite VIn'c'.' ENGINEERING ASSOCIATES William M.Barry,P.E. Edward L. Jendry, A Ronald G.Stenlund,P.E. HEALTHCARE ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413-585-1512 i October 17, 2001 I HEALTHCARE New Radiology Addition ARCHITECTS INC. Cooley Dickinson Hospital Northampton, Massachusetts CORPORATE DIRECTOR Edward L.Jendry,A.I.A. Fire Protection Narrative SENIOR PRINCIPAL C.J WNtharn The new addition to Cooley Dickinson Hospital will for the most part tie-in to the existing fire protection systems that currently exist at the Hospital. A PSI Ian HafnCT discussion of these systems is as follows: fner Richard E.Kaccanos Ann Lawrence Knox A. Fire Resistive Construction Richard P.Wilk ENGINEERING ASSOCIATES The new addition will be constructed of fire-resistive construction William M.Barry.P.E. (Type 1 A)— (443) to match the new sections of the Hospital. Ronald G.S[enlund_P.E. B. Sprinkler System The new addition will have a complete wet sprinkler system that will be fed from the Hospital's existing water mains. The new sprinkler system will be designed and installed in accordance with N.F.P.A. requirements. C. Fire Alarm System The new addition will have new smoke detectors,heat detectors, pull stations and visual and audible alarms that will tie into the Hospital's existing addressable fire alarm system. D. Elevators No new elevators are being planned as a part of this addition. The existing hydraulic elevator in Radiology will be used for the most part for vertical transportation in this area of the building. HI:--U_THCA}tE Afl('HI'rf'.C'fS IN('. 64 GOTHIC STREFF �Oh'IH,��tl'T(1\, NIAtiS:%C1i11sI:TTS 01060 413.585-1512 October 17, 2001 HEALTHCARE New Radiology Addition ARCHITECTS INC. Cooley Dickinson Hospital Northampton,Massachusetts CORPORATE DIRECTOR Edward L.Jendry,A.I.A. Fire Protection Narrative SENIOR PRINCIPAL C.J.Whitham The new addition to Cooley Dickinson Hospital will for the most part tie-in to the existing fire protection systems that currently exist at the Hospital. A P�'c�'r Don Hafner discussion of these systems is as follows: Richard E.Katsanos Ann Lawrence Knox A. Fire Resistive Construction Richard P.Wilk The new addition will be constructed of fire-resistive construction ENGINEERING ASSOCIATES William M.Barry,PE. (Type IA)—(443)to match the new sections of the Hospital. Ronald G.Stenlund,P.E. B. Sprinkler System The new addition will have a complete wet sprinkler system that will be fed from the Hospital's existing water mains. The new sprinkler system will be designed and installed in accordance with N.F.P.A. requirements. C. Fire Alarm S s e The new addition will have new smoke detectors, heat detectors, pull stations and visual and audible alarms that will tie into the Hospital's existing addressable fire alarm system. D. Elevators No new elevators are being planned as a part of this addition. The existing hydraulic elevator in Radiology will be used for the most part for vertical transportation in this area of the building. HEALTHCARE ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413-585-1512 -ttWf P�. fl GZt' D tI �J�t11C 1 IIlt 9 B �:ssrccflnactta' e _ m DEPARTMENT OP BUIL)rNG INSPECTIONS 212 Main Street ' Municipal Building Northampton, Mass. 01060 WORKER'S COMT'ENSATTON INSURANCE 'MAVIT (Li OMSCe/permittee) with a principal place of business/residence at: 1�] kG-SV 't H c�Xe- �� c.°»(PhonCIO \A\3 �)A-x1 A (street/ /slatelrip) do hereby certify, under the pains and penalties of perRuy, that: (X) I am an employer providing the following worker's compensation coverage for my eiriployees wolfing on this job: 1\C—E (Insu-rance Company) (Policy Number) (Expiration Date) ( ) I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following worker's compensation policies: (Name of Contractor) (Insurance Comparry/PoUcy Numbcr) (Expimtioa Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (I suran e Compauy/Poky Numbu) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (attach additional sheet ifneceasury to include information pertaining to all ecrtrsdors) ( ) I am a sole proprietor and have no one working for me. ( ) I am a home owner performing all the work myself. NOTE:please be aw-arc that wbilc homcowmrs who employ pcsom to do�ird •,e c=stl a oa er mpo it work on a dwelling of not more than thrco units is wihich the boa»ownrr rc=&3 or oa the prows+ app<utcaant thrscto,,,oo(gwcrally oosidcrcd to be employes under the-mikz S 4ca Act(GL152,-1(5)} application by n hotnoove=for a tiacse a permit may evidence the leg31 o—, of an employee under the Workvea CompamaLioa Act I underetaud that a Dopy of thu e2atciacat may bo forwnrded to tho Departzsca2 of L>�ial Aeadcai�Qffioe of Iawrwcn foe tha covcragc vaificaiioa and that Lsi=to scarrc covcrap Urd--Sodioa 25A of h(QL 152 can lad to tbo'iurposdioa of criminal Penalties ooasistig of a fnc of up to S1,500.00 and/or of ty to roc year and civil pcmhia in the focm of a Stop Wark Ord--and a fires o(5100.00 a day tguast ttx —_�— F« " d,1 we only '"-` > Permit Number CAZ k\v3 Mapl: Lot Y S'&=turc of Liccnscc/Pcrmittcr, e _� 3 Version 1.7 Commercial Building Permit May 15,2000 I _ l Ern'& dxvYff} N`»V pp 3 3} 9 } SECTONO` STRUO URAI.PEERREVIE� a . f.�• 3: Independent Structural Engineering Structural Peer Review Required Yes......❑ No......❑ SECTION 11j' O1�VNER AUTHORIZATION T013ECOMPLETED WHEN OWNERS AGENT 02C+ NTRACTOR APPLES FOR BUILDING PERMIT] ', : I, lt�lSL I C i l� N� 1`tC�X as Owner of the subject property hereby authorize � 'eCngQ �'3C)`aoJ DIMCA� 6r to act on mAatelo in all matt rela v to work authorized by this building permit application. Si f wn Date r� Q I, as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. 6Csole(76 /U'o G Print Name n t� ignature of wner/Agent Date SECTION 12 CONSTRUC710N SERVICES - . 3 . 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder License Number � J ], INI 016 7 Q ` 0 /,;k00 p- Adrss Expiration Date Si4adt Telephone S GT ,,,,NE13i WORKps"'COMPENSATIOfV INSUNANCE AFFIDAVIT(M.G.L."c.152,.§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... No...... ❑ Versionl.7 Commercial Building Permit May 15,2000 7- P>A „SECTION 9 PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES F6 BUILDINGS,AND 7 IyGT IZE$SUB.lEG 0 �, ,� N . „� �3 CONS?RUCi'ION CONTROL PiRSUAITO 780,;CMR,116(CONTAINIIVG,FM ',RE THAN,35,000 C,F F,Et OSED SP C, 9.1 Registered Architect: Not Applicable ❑ A3.6 AA Name(Registrant): M f�e�Tjjh!7w4w-4 C;At&qrN tuber s a C� 5$5 _ t S)y E iration Dbte ure Telephone 92 Registered P ofessio ngi Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor cw',`� �7y�Q 5�2y C�t oy\ � � �t�L Not Applicable ❑ Company Name: Responsible In Charge of Con ruction Addre ,,V �j Signa Telephone Version 1.7 Commercial Building Permit May 15,2000 7. Water Supply(M.G.L. c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone: Outside Flood Zone ❑ Municipal ❑ On site disposal system ❑ 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by (� Building Department Lot Size cN N Z7, D Frontage 2 Z/ 6 58 Setbacks Front /OZ / 10a f Side L: R: y 2 L: R: y2 Rear Building Height Bldg.Square Footage 393 �q % 713 Open Space Footage c, l� ► % (Lot area minus bldg&paved I �1 "1 parking) `P U 1 e�l #of Parking Spaces 612— Fill: N N volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: r ,jcki�j 2)c,6 , 476 L Q� ��5 �pecka.Q, � ��.�[� o5� 19,�7b IF YES: Was t e permit recor ed at the R gistry of Deeds? NO DON'T KNOW YES _ IF YES: enter Book q9 Page l and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES _S. IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained _ N 0 Obtained Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: A ZOt3►J�:) D. r there any proposed changes to or additions of signs intended for the property ?YES No IF YES, describe size, type and location: a Version 1.7 Commercial Building Permit May 15,2000 SECTION4 CONSTRUCT(QN 5ERY�CES FOR PRO fE�TS LESS THAN;35 000 3 CUE ICT`EET OF ENCI:p$�EC C ��" S Interior Alterations Existing Wall Signs Existing Ground Signs Additions ❑ Roofing ❑ ❑ ❑ Exterior Alterations Demolition❑ New Signs [ ] Change of Use [ ] Other [ ] ❑ Accessory Building[ ] Repairs [ ] 'DESC2�P��' SECTION$ ;;USE GROUP�ANDCgVS "2UCIO TYI'>E 33 , USE GROUP(Check as applicable) CONSTRUCTION TYP A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ lA I A-4 ❑ A-5 ❑ ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ 1 Institutional v 1.1 ❑ I2 1.3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADt?1TIDN5;ANd10ROHANGE IN"LISE �� Eroposed Existing Use Group: Us e Group:Existing Hazard Index 780 CMR 34): posed Hazard Index 780 CMR 34): SECTION 63]3UILDf00 HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION Floor Area (p er Floor sf ) /d W ry � � r Intl" •— b $.�• � e� ,� 2nd 3 rd 4th yst: Total Area (sf) Total Proposed New Construction (sf) 61 15 Total Height(ft) � Total Height ft ------ E Version 1.7 Commercial Building Permit May 15,2000 JK City of Northampton Building Department 212 Main Street Room 100 Northampton, MA 01060 phone 413.587-1240 Fax 413-587.1272 APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING 0-N 112 SITE INFORMATION:` n1s, ectlon to be complet 1.1 Property Address: " �1.ot y _ 1� ajvv\, l�/1�`F o 1 D 110 _T £Im SAt District �w CB Dlstrac�' it SECTION 2 PROPERTY"OWNERSHIP/AUTHORIZED"AGENT; 2.1 Owner of Record: Name(Print) C(�/nt Mailing Address: 3 Z3 ►3 Signature Telephone 1'2.2 Authorized Agent: -D1 Name(Print) Current Mailing Addfess: 6uit3� 58Z- z3�3 Signature Telephone SECTION*3`=ESTIIVIATED'CONSTRUCTION"C05T$r Item Estimated Cost(Dollars)to be " Official'Use Ora1y completed by ermit applicant 1. Building �} 0 0 0 � 0 C (a) Building Permit,Fee 2. Electrical (6) Estimated Total Gost;of v Construction from" 6" 3. Plumbing a .Building Permit Fee, o� O Q 4. Mechanical (HVAC) >5 Cl 0 o G'J 5. Fire Protection 6. Total =(1 + 2 + 3 +4 + 5) ��C�C"' C`CO , e 0 Check"Number Thls;iSectlaO'Ebr�Olficial Use and �;. BuildriFmYtlmber �.. Datelssued.= q, z � 3333 P y it 4�.1 e:, _ Uuildrg Commissionerflnspector of Buildlgs 4 File#BP-2002-0484 APPLICANT/CONTACT PERSON COOLEY DICKINSON HOSPITAL INC ADDRESS/PHONE LOCUST ST (413)582-2313 Q PROPERTY LOCATION 30 LOCUST ST MAP 23B PARCEL 046 001 ZONE M THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: 461 s ure foot addition for radiology New Construction Non Structural interior renovations Addition to Existing s CJ i9n ce c^—.v Accessory Structure Building Plans Included: Owner/Statement or License 066227 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION P SENTED: Approved jto4enied PLANNING BOARD PERMIT REQUIRED UNDER:§ CAS Intermediate Project: kx Site Plan OR Special Permit and Site Plan 2�06 C> Major Project: Site Plan OR Special Permit and Site Plan 14-1 - / ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commis Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. File#BP-2002-0484 APPLICANT/CONTACT PERSON COOLEY DICKINSON HOSPITAL INC ADDRESS/PHONE LOCUST ST (413)582-2313 Q PROPERTY LOCATION 30 LOCUST ST MAP 23B PARCEL 046 001 ZONE M THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 4961 SO FT ADDITION FOR RADIOLOG *FOUNDATION ONLY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 066227 3 sets of Plans/Plot Plan TH�FLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF TION PRESENTED: Approved Denied PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan OR Special Permit and Site Plan Major Project: Site Plan OR Special Permit and Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Zo Z �� Signature of B ding Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. k x �f ¢ t a4 i .r j i { J I E y 3 �r u - Rl 1 'Its al A TV woo W SO AWL s 30 LOCUST ST BP-2002-0484 GIs#: COMMONWEALTH OF MASSACHUSETTS Man.Block: 23B-046 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2002-0484 Project# JS-2002-0740 Est.Cost: $2000000.00 Fee: $2740.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: IA Contractor: Licenser Use Group: I2 Raymond R. Houle Construction Inc 066227 11 Lot Sizes . 1 : 667077.84 Owner: COOLEY DICKINSON HOSPITAL INC Zoning,M Applicant. Raymond R. Houle Construction Inc AT.• 30 LOCUST ST Applicant Address: Phone: Insurance: 187 East St (413)_532-9243 Workers Compensation SOUTH HADLEYMA01075 ISSUED ON:11/16/010:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 4961 SQ FT ADDITION FOR RADIOLOGY (*FOUNDATION ONLY) POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: ��(jC � L9K Footings: ft9v .d 1 Rough Rough: House# Foundation: I -1 Driveway Final: O K 19- /8"'01 y Final: Final:5-1310.z— Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: ©K -1 6 THIS PERMIT MAY BE REVOKED BY THE C ITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occu anc s; nature: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 11/16/010:00:00 5017 $2740.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo FEB. 7.2002 12:F4PM RRCHITECTS INC. ETAL NO.990 Y.1 ff A - 11 l� n FAX T NS SSIO 11 I 11 �Lj -1) HEALTHCARE ARCHITECTS INC. CORPORATE DIRECTOR FRSb2: HEALTHCARE ARCHITECTS INC. Edward L.Jendry,A-1,A. 64 GOTHIC STREET NORTHAN1MIX, MASSACHUSETTS 01060 413-585-1512 FAX: 413.586-7945 SENIOR PBINCIPAL C.J.Whitham PRINCIPALS Mr. Tony Patillo, Building Inspector Don Hafner � Richard E.Kamm An Lmm=Knox Richard P.Wilk ENGINEERING ASSOCIATES William M.scary,F.E. RanatdG.Sunlund,NE. PROTECT/SUBJECT Cooley Dickinson Hoapital February 7, 2002 FAX hgEg; 587-1272 NUMBER OF PAGES: Two (2) (INCLUDING COVER PAGE) COM mm. cc_ George Nolan SENT BY; &2=rie Tgmglgy for- Feiward L. T w-, A-T_A_ HEALTHCARE ARCHITECTS INC. 64 GOTHIC STRP.ET NORTHAMPTON, MASSACHUSETTS 01060 413.585.1512 tLti• (.c08c le:c4FM HKCHIILCIS INC. L1HL NO.990 F.Z FEE. 7.34102 10;59AM ARCHITECTS INCA ETAL NQ.99s P.2 FQb 07 02 11 :135a p' 1 lQ��..cbe�.ttr . 4 _ LEPAA7'M9 TI. OP brJIIDING INSPLP ONS INSPECTOR 2't2 MMu Stmt ra Mtmticiltal Building Nortrnmptm.MA 01060 i� - S CONDARle CONSTRUCTION CONTROL IDOCIrMANT t ` ` N jfac", EngineerVArchitects responsible for only portion of a controlled project) _• New Radiology Addition projett Tirk:_Cool_Dickinson Hospital nalo:_ '- 0 Project L*A- don..3Q_Lggu$t_Etj .._N1ap::_ Scope of Project: In aecordarm with tho sixth edition Massact•umet(s State Buil&4 Ur,ISO C-)VP—SECTICI+1115.D: 6A Z —_ Mass.Regiaua=Kumbcr__Io el G, Being a registered profbsstond Engiu mlAroWttet hereby CERIVY that I bare prepared or directly supervised the preparation of all design plans,c omputxtiam and opep6cstions conoecuing, [j Fire proteedoh ()Aschitacww )Swcturtl (]M0&%'ti0j ()Electrical ()Other(*WifY)—.----...- for the above named project and that to the best of filmy knowladg4,truth plant,cornputations sari speciticadms meet ttw applicable provisions or the Massac nmu State BW)d ft Code,all acceptable engineering pmctim and all eppticablt:laws for tha proposed pWw'. Pltrthernwre,I understaud and AGREE thAt I SW prifomt the nemsmuy prott;ssional saMms to 4cotminv that the above mentioned portions of the work proceed in&coOrdanoe with the documcr u apptoved for the building permit. Upon compledou of the work,I shatl submit it finial MOM As to the sati&factoty completion of the above. mentioned portion of tae work. 5i$tiaturo and Seal of o �� tegist�ettd proflresiooAl: WILLIAM M. amm, P.P. c °0196 �+ �bfla q!4A�� Vw lax 413-587-12,7a -phone 41340-1260 T6 'd T6S9 £tab SLIP 7 Iong Wks 92: 131 nHl Z0-40—H3A .6-JAN-2002 09:18:20 Hampshire County Registry of Deeds Receipt No: 162424 Marianne L. Donohue, Register of Deeds 33 King Street Northampton, MA 01060-3298 Name: ATTY EDWARD ETHEREDGE Addr: 64 GOTHIC STREET NORTHAMPTON. MA 01060-0000 Receipt Type: OR Payment Total Pages: 0004 Fees Taxes Fee: $ 10.00 Cash: s 30.00 $ 0.00 Tax: $ 0.00 Check: $ 0.00 $ 0.00 Misc. = 20.00 Charge: $ 0.00 Charge Code: Comment: COOLEY DICKINSON HOSPITAL Receipted By: JILL Status: PAID DOCUMENTS: 992201570 to 992201570 ----------------------------------------------------------------------------------------------------------------------------------- 'ype Page Doc Mref Consider$ Record Fee Excise Tax Stat Misc Fee Record Date Document# Book/No/Page Status --- ---- --- ---- ----------- ----------- ----------- ---- ----------- ----------------- --------- -------------- -=---- IIS3 004 0001 0000 0.00 10.00 0.00 20.00 16-JAN-2002 09:17 992201570 OR /6504/0239 IN1T Page 0001 of 0001 2. Pedestrian, vehicular and bicycle traffic are separated on site to the extent possible. The Planning Board voted 4:0 to grant the waivers requested in the application. Conditions imposed upon the project are as follows: 1. A well-lighted, clearly striped designated pedestrian crosswalk shall be maintained between the parking lot and facility. CERTIFICATE OF SERVICE Pursuant to M.G.L. Chapter 40A, Section 11, I,Angela Dion,Board Secretary, hereby certify that _ I caused copies of this Decision to be mailed,postage-prepaid,to the Applicant and Owner on December 26, 2001. PD E C E � U E DEC 2 6 CITY CLERKS OFFICE NORTHAMPTON MA 01060 Pursuant to Massachusetts General Laws (MGL), Chapter 40A, Section 11, no Site Plan Approval Permit, or any extension,modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed after the decision has been filed, or if such an appeal has been filed that it has been dismissed or denied, is recorded in the Hampshire County registry of Deeds or Land Court, as applicable and indexed under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. It is the owner or applicant's responsibility to pick up the certified decision from the City Clerk and record it at the Registry of Deeds. The Northampton Planning Board hereby certifies that a Site Plan Approval Permit has been Granted and that copies of this decision and all plans referred to in it have been filed with the Planning Board and the City Clerk. Pursuant to Massachusetts General Laws, Chapter 40A, Section 15,notice is hereby given that this decision is filed with the Northampton City Clerk on the date below. If anyone wishes to appeal this action, an appeal must be filed pursuant to MGL Chapter 40A, Section 17,with the Hampshire County Superior Court and notice of said appeal filed with the City Clerk within twenty days (20) of the date of that this decision was filed with the City Clerk. Applicant: Cooley Dickinson Hospital,Inc.—30 Locust Street DECISION DATE: December 13, 2001 DECISION FILED WITH THE CITY CLERK: . December 26, 2001 A-Tz E CG VC . D t DEC 2 6 CITY CLERKS OFFICE NORTHAMPTON MA 01060 January 16 , 2002 I, Christine Skoru ski, City Clerk of the City of Northampton hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on December 26 , 2001Athat twenty da have elapsed since such filing and that no appeal has been` in this m ter. c 10 Attest: City Cler City of Northampton purposes. Also, the addition of a new MRI facility will eliminate the need for a mobile MRI facility that presently arrives by a tractor-trailer twice a week. The location and design of the new NI RI facility protects adjoining properties from surface water drainage and other detrimental uses as depicted on plans and information submitted with the application. B. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets,minimize traffic impacts on the streets and roads in the area because all pedestrian traffic will be interior and the entrance to the MRI facility will be by an existing pedestrian access. In addition, a mobile MRI already serves patients and minimal additional visits are anticipated with the construction of the new facility. Access for emergency vehicles is provided through the rear access road that already exists. C. The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape, existing buildings and other community assets in the area because the new addition for the MRI facility will blend with the existing architecture. The new addition will be located behind the existing building and the new facility will provide a vital and necessary resource for serving the health needs of the community. D. The requested use will not overload, and will mitigate adverse impacts on,the City's resources including the effect on the City's water supply and distribution system, sanitary and storm sewage collection and treatment systems, fire protection, streets and schools because there are no special services or needs for the use of the facility. E. The requested use meets any special regulations set forth in Section 11 of the Zoning Ordinance. F. The requested use bears a positive relationship to the public convenience or welfare because the MRI facility will serve as a community health asset by allowing patients to have an MRI facility in Northampton without traveling to Springfield. The use will not unduly impair the integrity or character of the district or adjoining zones, nor be detrimental to the health, morals, or general welfare. The use shall be in harmony with the general purpose and intent of the Ordinance. G. The requested use will promote City planning objectives to the extent possible and will not adversely affect those objectives, as defined in City master or study plans adopted under M.G.L. Chapter 41, Section 81-C and D. In addition, in reviewing the Site Plan submitted,the Planning Board found that the application complied with the following technical performance standards: 1. There will be no new curb cuts. D E C E U U E ' DEC 2 6 i CITY CLERKS OFFICE Fhn'u,�,ger�:'lA �iP1 Q060 1 PLANNING AND DEVELOPMENT • CITY OF NORTHAMPTON City Haft• z z o Main Street,Room r i • Northampton,A A o z o60-3 r 98 •(413)587-1266 • F=587-x2.64 .• Warne Feiden, Director • planning @northamptonplanning.org www.nortbamptonplanning.org DECISION OF NORTHAMPTON PLANNING BOARD �n APPLICANT: The Cooley Dickinson Hospital,Inc. np U ADDRESS: 30 Locust Street Northampton,MA 01060 DEC 2 6 I OWNER: The Cooley Dickinson Hospital,Inc. CITY CLERKS OFFICE ADDRESS: 30 Locust Street NORTHAMPTON MA 01060 Northampton,MA 01060 RE LAND OR BUILDINGS IN NORTHAMPTON AT: 30 Locust Street MAP AND PARCEL NUMBERS: MAP: 23B PARCEL: 46 PROPERTY RECORDED IN THE HAMPSHIRE COUNTY REGISTRY OF DEEDS IN BOOK 395,PAGE 231. At a meeting conducted on December 13, 2001,the Northampton Planning Board (unanimously) voted.4:0 to GRANT the request of Cooley Dickinson Hospital for a SITE PLAN(major project) under the provisions of Section 11 in the Northampton Zoning Ordinance,to construct a new 8,962 square foot NM facility in accordance with the following plans: 1. "Site Plan(Overall)" Sheet No. C1,prepared for Cooley Dickinson Hospital, 30 Locust Street,Northampton,Massachusetts, dated October 15, 2001. 2. "Details"Drawing No. Sheet No. C2,prepared for Cooley Dickinson Hospital, 30 Locust Street,Northampton,Massachusetts, dated November 9,2001. 3. "Elevations"Drawing No. Al,prepared for Cooley Dickinson Hospital, 30 Locust Street, Northampton,Massachusetts, dated October 15,2001. Planning Board Members present and voting were: Andrew Crystal, George Kohout,Keith Wilson, Paul Diemand. In Granting the Site Plan, the Planning Board found: A. The requested use for a 8,962 square foot MRI facility protects adjoining premises against seriously detrimental uses because the facility is an extension of an existing structure and the requested use is for an addition to a Hospital in a district designed for Medical planning board.conservation commission•zoning board of appeals•housing partnership•redevelopmentauthority•northamptonGIS economic development•communitvdevelopment•historic district commission•historical commission•central business architecture Pursuant to Massachusetts General Laws (MGL), Chapter 40A, Section 11, no Site Plan Approval Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed after the decision has been filed, or if such an appeal has been filed that it has been dismissed or denied, is recorded in the Hampshire County registry of Deeds or Land Court, as applicable and indexed under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. It is the owner or applicant's responsibility to pick up the certified decision from the City Clerk and record it at the Registry of Deeds. The Northampton Planning Board hereby certifies that a Site Plan Approval Permit has been Granted and that copies of this decision and all plans referred to in it have been filed with the Planning Board and the City Clerk. Pursuant to Massachusetts General Laws, Chapter 40A, Section 15, notice is hereby given that this decision is filed with the Northampton City Clerk on the date below. If anyone wishes to appeal this action, an appeal must be filed pursuant to MGL Chapter 40A, Section 17, with the Hampshire County Superior Court and notice of said appeal filed with the City Clerk within twenty days (20) of the date of that this decision was filed with the City Clerk. Applicant: Cooley Dickinson Hospital, Inc. —30 Locust Street DECISION DATE: December 13, 2001 DECISION FILED WITH THE CITY CLERK: December 26, 2001 "3 - Y 2. Pedestrian, vehicular and bicycle traffic are separated on site to the extent possible. The Planning Board voted 4:0 to grant the waivers requested in the application. Conditions imposed upon the project are as follows: 1. A well-lighted, clearly striped designated pedestrian crosswalk shall be maintained between the parking lot and facility. CERTIFICATE OF SERVICE Pursuant to M.G.L. Chapter 40A, Section 11, I, Angela Dion, Board Secretary, hereby certify that I caused copies of this Decision to be mailed, postage-prepaid, to the Applicant and Owner on December 26, 2001. d° f h l✓ t purposes. Also, the addition of a new MRI facility will eliminate the need for a mobile MRI facility that presently arrives by a tractor-trailer twice a week. The location and design of the new MRI facility protects adjoining properties from surface water drainage and other detrimental uses as depicted on plans and information submitted with the application. B. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets, minimize traffic impacts on the streets and roads in the area because all pedestrian traffic will be interior and the entrance to the MRI facility will be by an existing pedestrian access. In addition, a mobile MRI already serves patients and minimal additional visits are anticipated with the construction of the new facility. Access for emergency vehicles is provided through the rear access road that already exists. C. The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape, existing buildings and other community assets in the area because the new addition for the MRI facility will blend with the existing architecture. The new addition will be located behind the existing building and the new facility will provide a vital and necessary resource for serving the health needs of the community. D. The requested use will not overload, and will mitigate adverse impacts on, the City's resources including the effect on the City's water supply and distribution system, sanitary and storm sewage collection and treatment systems, fire protection, streets and schools because there are no special services or needs for the use of the facility. E. The requested use meets any special regulations set forth in Section 11 of the Zoning Ordinance. F. The requested use bears a positive relationship to the public convenience or welfare because the MRI facility will serve as a community health asset by allowing patients to have an MRI facility in Northampton without traveling to Springfield. The use will not unduly impair the integrity or character of the district or adjoining zones, nor be detrimental to the health, morals, or general welfare. The use shall be in harmony with the general purpose and intent of the Ordinance. G. The requested use will promote City planning objectives to the extent possible and will not adversely affect those objectives, as defined in City master or study plans adopted under M.G.L. Chapter 41, Section 81-C and D. In addition, in reviewing the Site Plan submitted, the Planning Board found that the application complied with the following technical performance standards: 1. There will be no new curb cuts. > � i PLANNING AND DEVELOPAE • CITY OF NORTHAMPTON Cit,9Hall• 2ia MaiilStreet,Room ii • Nort[jampton MA o o6o"3i98 ' (413)587-1266 Fax:587-1264 � Warne Feiden, Director • plan riing @raortfamptonplanning.org www.nortljarvnptonplanning.org [DU� JUSilti DECISION OF -----q-) NORTHAMPTON PLANNING t� r" APPLICANT: The Cooley Dickinson Hospita , DEC 2 7 L��n1 ADDRESS: 30 Locust Street Northampton, MA 01060 v„ a 0 0 ONS OWNER: The Cooley Dickinson Hospital, ADDRESS: 30 Locust Street Northampton, MA 01060 RE LAND OR BUILDINGS IN NORTHAMPTON AT 30 4ocust Satreot F MAP AND PARCEL NUMBERS: RCEL: 46 PROPERTY RECORDED IN THE HAMPSHIRE COUNTY REGISTRY OF DEEDS IN BOOK 395, PAGE 231. At a meeting conducted on December 13, 2001, the Northampton Planning Board (unanimously) voted 4:0 to GRANT the request of Cooley Dickinson Hospital for a SITE PLAN (major project) under the provisions of Section 11 in the Northampton Zoning Ordinance, to construct a new 8,962 square foot MRI facility in accordance with the following plans: ' 1. "Site Plan (Overall)” Sheet No. C1, prepared for Cooley Dickinson Hospital, 30 Locust Street,Northampton, Massachusetts, dated October 15, 2001. 2. "Details"Drawing No. Sheet No. C2, prepared for Cooley Dickinson Hospital, 30 Locust Street,Northampton, Massachusetts, dated November 9, 2001. 3. "Elevations"Drawing No. Al, prepared for Cooley Dickinson Hospital, 30 Locust Street, Northampton, Massachusetts, dated October 15, 2001. Planning Board Members present and voting were: Andrew Crystal, George Kohout, Keith Wilson, Paul Diemand. In Granting the Site Plan, the Planning Board found: A. The requested use for a 8,962 square foot MRI facility protects adjoining premises against seriously detrimental uses because the facility is an extension of an existing structure and the requested use is for an addition to a Hospital in a district designed for Medical planning board•conservation commission •zoning board of appeals •housing partnership •redevelopment autboritr -northampton GIS economic development -communitrdevelopment -bistoricdistrictcommission -historicalcommission-central6usinessarchitecture original printed on rupciea paper Etheredge & Steuer, rc. ATTORNEYS AT LAW 64 GOTHIC STREET EDWARD D.ETHEREDCE NORTH4MI>TON MASSACHUSETTS 01060 SHELLEySTEUER• (413) 584.1600 'Also Admitted in New York FAX (413) 585-8406 and California r --- ary 16, 2002 Anthony Patillo, Building Commissioner Northampton City Hall 210 Main Street Northampton, MA 01060 Re: Cooley Dickinson Hospital MRI, Radiology Building Addition Dear Tony, I enclose a copy of the Site Plan Decision of the Planning recorded this day in the Hampshire Registry of Deeds in Book 6504 Paa e X 239 which was enclose a copy of the recording receipt. g . I also Very truly yours, ;dward the g e EDE/dmo Enc. cc: George Nolan, Director of Facilities File#MP-2002-0061 APPLICANT/CONTACT PERSON COOLEY DICKINSON HOSPITAL INC ADDRESS/PHONE LOCUST ST (413)582-2313 Q PROPERTY LOCATION 30 LOCUST ST MAP 23B PARCEL 046 001 ZONE M THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM F ED OUT ee Paid Bui ing Permit Filled out Fee Paid Typeof Construction: ZONING CONSTRUCT 8,962 SO FT ADDITION FOR MRI UNIT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: ✓Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate Project: Site Plan AND/OR Special Permit with Site Plan Major Project: Site Plan AND/OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Stree ommission Ole- Signature of Buildi Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning&Development for more information. File#BP-2002-0484 APPLICANT/CONTACT PERSON Raymond R.Houle Construction Inc ADDRESS/PHONE 187 East St (413)532-9243 PROPERTY LOCATION 30 LOCUST ST MAP 23B PARCEL 046 001 ZONE M THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 4961 SQ FT ADDITION FOR RADIOLOGY New Construction Non Structural interior renovations Addition to Existing Accesso1y Structure Building Plans Included: Owner/Statement or License 066227 3 sets of Plans/Plot Plan THE FO WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commiss' i2%�o-Q 2 06 Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 71ra 4= f F) 4. June 28,2002 ( L HEALTHCARE ARCHITECTS INC. Mr. Tony Patillo Building Inspector r City Hall 210 Main Street CORPORATE DIRECTOR Northampton,Massachusetts 01060 Edward L.Jendry,A.I.A. Re: M.R.I.Addition SENIOR PRINCIPAL Cooley Dickinson Hospital C.J.Whitham Northampton,Massachusetts PRINCIPALS Dear Tony: Don Hafner Richard E.Katsanos Ann Lawrence Knox This letter is to certify that the new M.R.I. Addition to Cooley Dickinson Hospital Richard P.Wilk was built in accordance with our Contract Documents, and in our opinion was constructed in accordance with all Massachusetts Building Codes. ENGINEERING ASSOCIATES William M.B any,P.E. If you have any questions,feel free to contact me. Ronald G.Stenlund,P.E. Sincerely, HEALTHCARE ARCHITECTS INC. ?y,A.ward L. nLA. ELJ/al Cc: George Nolan—Cooley Dickinson Hospital HEALTHCARE ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413-585-1512 36 LOCUSf ST' BP-2002-0484 GIS#: COMMONWEALTH OF MASSACHUSETTS Ma:Block:23B 046 CITY OF NORTHAMPTON Lot: -001 Permit: B u i[d-bg Category: BUILDING PERMIT Permit# BP-2002-0484 Project# JS-2002-0740 Est. Cost: $2000000.00 Fee: $2740.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: lA Contractor: License: Use Group: 12 Raymond R. Houle Construction Inc 066227 Lot Size(sq. ft.): 667077.84 Owner: COOLEY DICKINSON HOSPITAL INC Zoning: M Applicant: COOLEY DICKINSON HOSPITAL INC AT. 30 LOCUST ST Applicant Address: Phone: Insurance: LOCUST ST (413) 582-2313 () Workers Compensation NORTHAMPTON MAO 1060 ISSUED ON:11/16/01 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT 4961 SQ FT ADDITION FOR RADIOLOGY (*FOUNDATION ONLY) POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 1l/16/010:00:00 5017 $2740.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo 3 BP-2002.0484 ci` COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 Permit: Buildinl? Category: BUILDING PERMIT Permit# BP-2002-0484 Project# JS-2002-0740 Est.Cost: $2000000.00 Fee: $2740.60 PERMISSION IS HEREBY GRANTED TO: Const.Class: IA Contractor: License: Use Group: I2 Raymond R. Houle Construction Inc 066227 Lot Size(sq. ft.): 667077.84 Owner: COOLEY DICKINSON HOSPITAL INC Zoning:M Applicant: Raymond R. Houle Construction Inc AT: 30 LOCUST ST Applicant Address: Phone: Insurance: 187 East St (413) 532-9243 Workers Compensation SOUTH HADLEYMA01075 ISSUED ON.216102 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCTA-99bG SQ FT ADDITION FOR POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: f-r'r�" Footings: Rough:3`/� ough:�Ilpv,et G CT) House# Foundation: Driveway Final: ~ Final:;§�74/(; i Final Rough Frame:lLL a K 3 as-Qa 4, Gas: Fire Deparl nt y� Fireplace/Chimney: Rough: Oil: Insulation: r��' T'+ � ►,��G �� Final: Smoke: Final: !ANCY 15/02 THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLA T ON OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occu anc s nature: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 2/6/02 0:00:00 5017 $2740.60 212 Main Street, Phone(413)587-1240,Fax: (413) 587-1272 Building Commissioner-Anthony Patillo " � -- Oq 00 emora 4/0, 1 04 TO: Tony Patillo V Faom: B. P. Duggan - - --- Bate:-- � Re: Cooley Dickinson hospital MRU unit and Addition Secondary to a review of the plans that you submitted" to me on p, Nove ber 6, 2001, ! have met with the design team for the renovation of l existing pace and the new MR] unit at Cooley Dickinson Hospital. l approve i the releas f the building permit based on the information provided subject to the fallowin dditions: � • SPA,�,n t-rte� 4y49vO Ins Il a Hazardous Materials Knox Box at the entrance by th± fit'e ala nnunciatdr panel. 4 SV-40Fce CovevS Install a d indicator strobe light above the Knox,86 , 1 FTc-}._4 S u(rs 4 e v5 Crass-zon and verify all fire alarm zones. ecve ' s power shut off switch that will terminate all r °� c� M tall an mergency:po wer the MR1 room; this-switch rxtust bs clearly and; mou _. wide of the,imaging space„ Ymv shale l _ - -- it €+fin--cover-ate=be-t cpped rvthh _rtrked as_r `Firefighters Emergency Power Shut Off Switch" with a ,red engraved labet with:one inch white letters. a Conditions imposed upon the project are as follows: 1 1. A well-lighted,clean i Y striped P designated pedestrian crosswalk shall be maintained between the parking lot and facility. 0 K FAA 14 ra> I 1fa)t 5/It ARIP MCI g 3 BP-2002.0484 o LOCUST ST CIS#: COMMONWEALTH OF MASSACHUSETTSh;; Ma.:Block:23B-046 h CITY OF NORTHAMPTON Lot:-001 Permit; Building Cate a o : BUILDING PERMIT ' Permit# BP-2002.0484 Project# JS-2002-0740 Est.Cost:$2000000.00 Fee:$2740.60 PERMISSION IS HEREBY GRANTED TO: Const.Class: IA Contractor: License: Use Group: 12 Raymond R Houle Construction Inc 066227 Lot Size(sg.ft.): 667077.84 Owner: COOLEY DICKINSON HOSPITAL INC 7onin : 1 - _. n nn '+cns€i r' - £ttTTrr Inc -- AT: 30 LOCUST ST Agglicant Address: Phone: Insurance: 187 East St (413)532-9243 Workers Compensation SOUTH HAD ` I1A01075 ISSUED ON:216102 0:00:00 TO F THE FOLLOWING WORK.-CONSTRUCT 4961 SQ FT ADDITION FOR RADIO 9��. P T CARD SO IT IS VIS LE FROM THE STREET Inspector ntrthg inspector of Wiring D.P.W. Building Inspector t Service: Meter: Footings. ou h: House# Foundations ih wti .( Driveway Final: M Final: Final: Rough Frame:ja-o K '3-,16.04f_: Gas: Fire De ntnt Fireplace/Chimney: o � Vqj Final Smoke: 6 Final; • t' Otto X, THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLA ON OF ANY OF ITS RULES AND REGULATIONS. _ Certificate of Occupanev ---- si store: Fee Type: ReceiRt lip Date Paid: Check No: _ Amount: Building 2/6/02 0:00:00 5017 $2740.60 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Building Commissioner-Anthony Patillo