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23B-046 (116)
t�a DIETZ&COMPANY ARCHITECTS,INC. Kerry L.Dietz AIA,President Marc Sternick AIA,Vice President Debbi L.Gottlieb AIA Jebb F.Dennis AIA John H.Anderson AIA,CCS,CCCA Kevin M.Riordon AIA Anthony Patillo Building Commissioner Building Department 212 Main Street Northampton, MA 01060 February 17, 2005 Re: E.D. Radiology Renovations The Cooley Dickinson Hospital 30 Locust Street Northampton, Massachusetts Project No. 20427 Dear Mr. Patillo: I certify that the renovation of the Emergency Department Radiology Room on the ground floor of the Cooley Dickinson Hospital located at 30 Locust Street, has 17 Hampden Street been completed under my supervision and in accordance with the approved plans Springfield,MA 01 103 and that such plans do conform to all provisions of the Massachusetts State telephone Building Code. (4 13)733-6798 is facsimile (4 13)732-4385 jc>>� tn Ker y L. etz IA dietzandcompanyarchitects.com t 1 ti:;a Principal / Pre dent SUBSCRIBED AND SWORN TO BEFORE ME THIS 17T" DAY OF FEBRUARY, A.D. 2005 (Notary Public) My Commission Expires: �/7o/iI RONDA G. PARISH NOTARY PUBLIC Uf COMMONWEALTH OF MASSACHUSETTS My Commission Expires Nov.10,2011 OPERATION: ❑ PNEUMATIC ELECTRIC ❑HYDRAULIC PIPING SUPERVISED YES ❑NO ETECTING MED{A SUPERVISED? YES ❑ NO DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? YES ❑ NO DELUGE&: IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? -NO PREACTION" IF NO, EXPLAIN: VALVES Does each circuit operate Does each circuit Maximum time to MAKE MODEL supervision loss alarm? operate valve release? operate release YES NO YES NO WN. SEC. ✓ ✓ . HYDROSTATIC:Hydrostatic tests shall be made at not toss than 200 psi 113.6 bard for two hours or 50 psi 13.4 bard above static pressure in excess of 150 psi 110.3 bare)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent TEST: damage.All aboveground piping leakage shalt be stopped. DESCRIPTION: PNEUMATIC:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed f-1/2 psi(0.1 bars)in 24 hoots.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shalt not exceed 1-1/2 psi(0.1 bars)in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT sZOO PSI FOR a Hre IF NO,STATE REASON DRY PIPING PNEUMATICALLY TESTED? FPYES ❑NO EQUIPMENT OPERATES PROPERLY? Q'GES NO DRAIN FADING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE RESIDUAL PRESSURE WITH VALVE IN TEST PIPE C� TESTS TE57 PSI OPEN WIDE 0 PSI Underground mains and leadan connections to system risen;shall be flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE FORM NUMBER 85B? r7 YES �NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING? [:]YES 1 NO BLANK NUMBER USED LOCATIONS NUMBER REMOVED TEsnNG GASKETS D WELDED PIPING? ❑ YES j O i IF YES.......: DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH p THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? ❑YES ❑NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE j WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-37 ❑YES ❑NO j i DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RET•RIEVEu,THAI OPiENINGS IN PIPING ARE SMOOTH.THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? 0 YES ONO I HYDRAULIC NAMEPLATE PROVIDED? CR4ES ❑NO DATA IF NO,EXPLAIN: NAMEPLATE DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR J% 1'I61MAI llfrch. `D,v/r .171M SPA J.Ve1.t--JI_ ZivisioA✓ TESTS WITNESSED:BY SIGNATURES OW ER IS A FOR I TALLING CO A OR(Signed) TITLE UAIC ADDITIONAL EXPLANATION AND NOTES: I 1 I I 1 I BSA BACK r CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR 'ABOVEGROUND PIPING Addtfanaf copim of d*fomt am avao&bAe to insamds from: PROCEDURE: Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.AR defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME DATE Zwl4y DIGKIA/.SOA/ NosPirdw. S d 7-03 PROPERTY ADDRESS �DRTNf,1mPft9A/+ /7!i ACCEPTED BY APPROVING AUTHORITY'(S)NAMES LaGpt A�r�Vo2iriEs AaD Aw.vEiZr fA1s,JRA52 ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS S ❑NO EQUIPMENT USED IS APPROVED(IF NO,STATE DEVIATIONS BELOW) ©efES ❑NO i HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL YYES ❑ NO VALVES AND THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO,EXPLAIN: INSTRUCTIONS HAVE COPES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN YES ❑ NO LEFT ON PREMISES? IF NO, EXPLAIN: � f I i LOCATION OF SUPPLIES BUILDINGS SYSTEM Alzw GT Roo 14 � YEAR OF TEMPERATURE MAKE MODEL:`` ORIFICE SIZE QUANTrfY,.. MANUFACTURE RATING:" /f Jx aL SPRINKLERS PIPE CONFORMS TO A/z Poi STANDARD DKES ❑NO PIPE'AND FITTINGS CONFORM TO AQT4 STANDARD EgVES ❑NO FITTINGS- IF NO,EXPLAIN: ALARM ALARM DEVICE. - MAXIMUM TIME TO OPERATE.THR000HE PIPE. VALVE OR'. TYPE MAKE MODEL MIN. SEC. FLOW &eSSd/ZA Volrr& PS/D MDICATOR- DRY VALVE MAKE MODEL SERIAL NUMBER MAKE MODEL SERIAL NUMBER .Tint Ware TIME:TO TRIP WATER-: AIR TRIP POINT AIR ::A7etm Qpetated DRY PIPE -THRU.TEST PIPE PRESSURE PRESSURE PRESSURE Prup�dY fieacLed Test Outlet:: OPERATING MIN. SEC. PSI PSI PSI MIN SEC. MIN. SEC. TEST WITHOUT Q.O.D. WITH Q.O.D. IF NO,EXPLAIN: BSA 13-941FMRC PRINTED IN USA M.J. M O RAN, INC. LETTER OF TRANSMITTAL ' FIRE PROTECTION DIVISIONi _.. 4 SOUTH MAIN STREET TELEPHONE: FAX: dgE—, 4/�O HAYDENVILLE, MA 01039 (413)268-7251 (413)268-9375 TO: Northampton Bid. Dept. DATE: 5-28-03 1 JOB NUMBER: 02-583 212 Main Street ATTENTION: Mr. Tony Patillo Room 100 Building Dept. RE: Fire Sprinklers at Cooley Dickinson Northampton, MA 01060 Hospital, New CT Room WE ARE SENDING YOU ® ATTACHED ]UNDER SEPARATE COVER VIA MS: ❑SHOP DRAWINGS []PRINTS []PLANS ❑SAMPLERAY 2 9 CECII?IGATIONS []COPY OF LETTER ❑CHANGE ORDER ❑ COPIES DATE NUMBER DESCRIPTION'""" _ 1 5-27-03 Copy Contractors Material and Test Certificate for Above Ground Piping. For your records. THESE ARE TRANSMITTED AS CHECKED BELOW: ❑For approval []Approved as submitted []Resubmit copies for approval ®For 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: Copies have been sent to: Cooley Dickinson Hospital Insurer c/o Cooley Dickinson Northampton Fire Dept. Northampton Bld. Dept Houle Construction Please call with any questions. COPY TO: Job File ,O SIGNED: Date: FLOW CURVE-P (PSI)vs Q"1.85(GPM) 100 LEGEND A-Supply St atic Pressure B-Supply 'dual Pressure ani I Flow 90 C-Static Syc tem Pressure loss I i.e.Elev and BFP) F D-System E emand Without H Streams E-Tot31 Der iand(System plus 'lose) 80 D 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:603 sq ft System Demand Data: Total Demand of 437.6 gpm available at 83. System Flow: 187.56 gpm 1,015.0 gpm available at system pressure of 75.4 psi System Pressure: 75.44 psi Approx.discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: 0.16 gpm./sq.ft. Curve By Rybak Engineering, Inc.-TMD C.T. PREACTION (NEW) 6 of 7 --- 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 20.98 1.049 0 10.4 13.82 K=5.6 0.20 3 5 0.22 0.22 PIPE 13 20.98 100 0 15.4 3.06 14.04 --------------------------------------------------------------------------- REF 904 21.86 1.380 0 6.0 17.11 0.196 0 0 0.00 PIPE 19 42.85 100 0 6.0 1.18 --------------------------------------------°-•------------------------------- REF 908 22.61 1.380 1 1.8 18.28 0.430 0 5 0.00 PIPE 23 65.45 100 0 6.8 2.92 --------------------------------------------------------------------------- REF 916 21.20 --- 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 21.86 1.049 1 1.7 15.02 K=5.6 0.21 2 7 0.22 0.22 PIPE 14 21.86 100 0 8.7 1.86 15.24 ------------------------------------------------ --------------------------- REF 904 17.10 --- 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 15 22.61 1.049 1 1.7 16.08 K=5.6 0.23 2 7 0.22 0.22 PIPE 15 22.61 100 0 8.7 1.98 16.30 ---------------------------------------------------.------------------------ REF 908 18.28 C.T. PREACTION (NEW) 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 19.17 1.049 0 9.7 11.50 K=5.6 0.17 3 5 0.22 0.22 PIPE 4 19.17 100 0 14.7 2.47 11.71 --------------------------------------------------------------------------- REF 906 19.90 1.380 0 11.8 14.19 0.165 2 5 0.00 PIPE 21 39.06 100 0 16.8 2.78 REF 910 21.66 1.380 1 2.3 16.97 0.374 0 5 0.00 PIPE 25 60.72 100 0 7.3 2.74 --------------------------------------------------------------------------- REF 914 19.71 --- 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 19.90 1.049 1 1.7 12.40 K=5.6 0.18 2 7 0.22 0.22 PIPE 5 19.90 100 0 8.7 1.56 12.62 --------------------------------------------------------------------------- REF 906 14.19 --- 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 21.66 1.049 1 2.5 14.75 K=5.6 0.21 2 7 0.22 0.22 PIPE 6 21.66 100 0 9.5 2.01 14.96 ----------------------------------------------------------------- _--------- REF 910 16.97 C.T. PREACTION (NEW) 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 921 250.00 6.150 3 174.4 73.53 0.005 0 168 0.00 PIPE 36 437.56 140 2 342.4 1.83 --------------------------------------------------------------------------- REF 922 0.00 8.260 0 60.0 75.36 0.001 0 0 0.00 PIPE 37 437.56 140 0 60.0 0.08 --------------------------------------------------------------------------- 75.44 PSI at Supply 437.56 GPM available at 82.98 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 20.48 1.049 1 2.3 13.15 K=5.6 0.19 2 7 0.22 0.22 PIPE 2 20.48 100 0 9.3 1.78 13.37 --------------------------------------------------------------------------- REF 905 15.15 --- 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 21.40 1.049 1 2.3 14.39 K=5.6 0.21 2 7 0.22 0.22 PIPE 3 21.40 100 0 9.3 1.93 14.60 --------------------------------------------------------------------------- REF 909 16.53 C.T. PREACTION (NEW) 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 19.50 1.049 0 12.3 11.91 K=5.6 0.17 3 5 0.22 0.22 PIPE 1 19.50 100 0 17.3 3.02 12.13 ----------------------------------------------------------------• ---------- REF 905 20.48 1.380 0 8.0 15.15 0.173 0 0 0.00 PIPE 20 39.98 100 0 8.0 1.38 -------- ..------------------------------------------------------------ ------- REF 909 21.40 1.380 1 2.3 16.53 0.382 0 5 0.00 PIPE 24 61.38 100 0 7.3 2.79 --------------------------------------------------------------------------- REF 913 0.00 2.157 0 8.8 19.32 0.043 0 0 0.00 PIPE 28 61.38 100 0 8.8 0.38 --------------------------------------------------------------------------- REF 914 60.72 2.157 0 1.5 19.70 0.155 0 0 0.00 PIPE 29 122.10 100 0 1.5 0.24 --------------------------------------------------------------------------- REF 915 0.00 2.157 0 8.1 19.94 0.155 0 0 0.00 PIPE 30 122.10 100 0 8.1 1.26 ------------------------------------------------ --------------------------- REF 916 65.45 2.157 0 33.5 21.20 0.342 0 19 5.97 PIPE 31 187.56 100 7 52.5 17.98 ------------------------------------------------ --------------------------- REF 917 0.00 2.157 0 1.0 45.14 l 0.244 0 64 1.68 C'T:>�#qtf--r pN evNIT�J PIPE 32 187.56 120 0 65.0 15.89 ------------------------------------------------ --------------------------- REF 918 0.00 2.157 1 14.5 62.71 0.244 0 24 -3.22 PIPE 33 187.56 120 3 38.5 9.40 --------------------------------------------------------------------------- REF 919 0.00 4.260 1 9.7 68.89 0.009 0 74 0.58 PIPE 34 187.56 120 4 83.7 0.74 --------------------------------------------------------------------------- REF 920 0.00 6.357 1 12.9 70.21 0.001 0 90 3.18 PIPE 35 187.56 120 1 102.9 0.13 ----------------------=---------------------------------------------------- C.T. PREACTION (NEW) 2 of 7 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 5.600 12.129 19.50 18.88 19.50 2 5.600 13.370 20.48 18.88 14.82 3 5.600 14.603 21.40 18.88 14.82, 4 5.600 11.714 19.17 18.88 14.82 5 5.600 12.622 19.90 18.88 14.82 6 5.600 14.963 21.66 18.88 14.82 13 5.600 14.042 20.98 18.88 14.82 14 5.600 15.241 21.86 18.88 14.82 15 5.600 16.295 22.61 18.88 14.82 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/200T LOSS/TOTAL FEET/SECOND 1 1.049 17.33 19.50 100 0.1740 3.016 7.2 2 1.049 9.33 20.48 100 0.1905 1.778 7.6 3 1.049 9.33 21.40 100 0.2056 1.929 7.9 4 1.049 14.67 19.17 100 0.1685 2.472 7.1 5 1.049 8.67 19.90 100 0.1806 1.565 7.4 6 1.049 • 9.50 21.66 100 0.2114 2.008 8.0 13 1.049 15.38 20.98 100 0.1993 3.065 7.8 14 1.049 8.67 21.86 100 0.2150 1.863 8.1 15 1.049 8.67 22.61 100 0.2237 1.982 8.4 19 1.380 6.00 42.85 100 0.1953 1.178 9.2 20 1.380 8.00 39.98 100 0.1727 1.382 8.6 21 1.380 16.83 39.06 100 0.1654 2.785 8.4 23 1.380 6.78 65.45 100 0.4299 2.917 14.0 24 1.380 7.32 61.38 100 0.381.7 2.793 13.2 25 1.380 7.32 60.72 100 0.372 2.738 13.0 28 2.157 8.83 61.38 100 0.0434 0.383 5.4 29 2.157 1.53 122.10 100 0.1548 0.237 10.7 30 2.157 8.12 122.10 100 0.1548 1.257 10.7 31 2.157 52.50 187.56 100 0.3424 17.978 16.5 32 2.157 65.00 187.56 120 0.2444 15.886 16.5 33 2.157 38.46 187.56 120 0.2444 9.399 16.5 34 4.260 83.75 187.56 120 0.0089 0.744 4.2 35 6.357 102.92 187.56 120 0.0013 0.130 1.9 36 6.150 342.37 437.56 140 0.0054 1.834 4.7 37 8.260 60.00 437.56 140 0.0013 0.076 2.6 HYDRAULIC CALCULATIONS for Radiology Addition Cooley Dickinson Hopital Northampton, MA 11/1/2002 Calculated Area: C.T. PREACTION (NEW) Design Data: Occupancy Classification: Ordinary Hazard I Density: 0.15 GPM PER SQ FT Area of Application: 603 sq .Et Coverage Per Sprinkler: Varies (130 max.) sq ft NO. of Sprinklers Calculated: 9 Hose Streams: 250 GPM Total Water Required 437.56 GPM including hose streams 437.56 GPM required at supply pressure of 75.44 PSI Flow at Base of Riser 187.56 GPM Required Pressure at Base of Riser 62.71 PSI Supply Data: Static (PSI) 85 Residual (PSI) 75 Flow (GPM) 1040 or Calculations by: TMD of �SLOa y Rybak Engineering, Inc. 132 Forest Ave. 9NG3781�a Warren, MA 01083-0709 Name Of Contractor M.J. Moran 4 South Main Street Haydenville, MA 01039 Authority Having Jurisdiction: Local Fire Official Underwriter: I.S.O. Notes: INCLUDES 250 GPM OUTSIDE HOSE STRCAMS AT YARD MAIN M O RA N, I N C. LETTER OF TRANSMITTAL AA11AAM-,- FIRE PROTECTION DIVISION f a�� L1 4 SOUTH MAIN STREET TELEPHONE: FAX' HAYDENVILLE, MA 01039 (413)268-7251 (413)268-9375 TO: Northampton Building Dept. DATE: 5-27-03 1 JOB NUMBER: 02-583 212 Main Street ATTENTION: Mr. Tony Patillo Room 100 Building Dept_— RE: Fire Sprinklers at Cooley Dickinson Northampton, MA 01060 Hospital CT Room & M.R.I. Stairs WE ARE SENDING YOU ® ATTACHED❑UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑SHOP DRAWINGS ❑PRINTS ®PLANS ❑SAMPLES []SPECIFICATIONS ❑COPY OF LETTER ❑CHANGE ORDER ® Hydraulic Calculations COPIES DATE NUMBER DESCRIPTION 1 11-1-02 FP-3 of 4 CT Room &MRI Stairs 1 11-1-02 FP-4of 4 CT Room &MRI Stairs 1 11-1-02 Copy Hydraulic Calcs CT Pre-Action New 1 11-1-02 Copy Hydraulic Cale CT Pre-Action Existing 41 Ay I THESE ARE TRANSMITTED AS CHECKED BELOW: ®For approval ❑Approved as submitted ❑Resubmit copies for approval ®For your use ❑Approved as noted [-]Submit copies for distribution ❑As requested ❑Returned for corrections [-]Return corrected prints ❑For review and comment ❑ ❑FOR BIDS DUE: , 1998 ❑PRINTS RETURNED AFTER LOAN TO US REMARKS: Copies have been sent to: Northampton Fire Dept. Northampton Building Dept. General Contractor Cooley Dickinson Insurance Company Please call with any questions you may have. COPY TO: File ,O , SIGNED: Date: CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING A4Witlanal copies of thi+fomr am svapaide to insamds ffom: PROCEDURE: Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME bATIE Cooley Dickinson Pharmacy Expansion 12-22-03 PROPERTY ADDRESS 30 Locust Street, Northampton Mass. f ACCEPTED BY APPROVING AUTHORITY'IS) NAMES Local Authorities and Owners Insurer ADDRESS PLANS I, (INSTALLATION CONFORMS TO ACCEPTED PLANS YES ❑ NO EQUIPMENT USED IS APPROVED (IF NO,STATE DEVIATIONS BELOW) YES ❑NO I ` I I HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL YES ❑ NO VALVES AND THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? y IF NO,EXPLAIN: INSTRUCTIONS I HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN ( YES ❑ NO LEFT ON PREMISES? I IF NO, EXPLAIN: i � f { LOCATION OF SUPPLIES BUILDINGS I SYSTEM I Partial First Floor j I YEAR OF 4! TEMPERATURE. i MAKE. -MODEL. ORIFICE SIZE QUANTITY<' - MANUFACTURE RATING:` I Viking B-2 2003 Half 39 I 165 SPRINKLERS M if it 1 155 » n Ir n 2 I I PIPE CONFORMS TO NF12A STANDARD Z YES ❑NO PIPE AND NFPA FITTINGS CONFORM TO STANDARD ]YES' ❑NO FITTING IF NO,EXPLAIN: ALARM ALARM DEWCE MAXIMUM TIMETO OPERATE THROUGHTEST,PIPE: VALVE OR TYPE MAKE MODEL MIN. SEC. FLOW ane Flow ! Potter VSFR 0 35 INDICATOR C DRY VALVE . . MAKE MODEL SERIAL NUMBER ' MAKE MODEL SERIAL NUMBER N-A i ' TIME-:TO TRIP WATER AIR TRIP Pow AIR--.,,;..-. r'm°'W°ter Alerts Operated Reached Test DRY PIPE i (, THItU`TEST PIPE PRESSURE PRESSURE PRESSURE Oudet. Pr°pe1IY OPERATING MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC, TEST I WITHOUT ' I, Q.O.D. } WITH Q.O.D. I l IF NO,EXPLAIN: i RSA 1't.0AICIIQf' PQINTCn IN IMA OPERATION: PNEUMATIC ELECTRIC ❑HYDRAULIC �'- PIPING SUPERVISED E] YES NO ETECTING MEDIA SUPERVISED? C] YES NO ^EL DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? (-J YES- NO i DELUGE&`` IS THERE AN ACCESSIBLE FACILITY IN EACH CIACUIT FOR TESTING? Q YES. [] NO PREACTION IF NO,EXPLAIN: VALVES. Does each circuit operate Does each circuit M"Mum time to I MAKE MODEL supervision toss alarm7 operate valve release? operate release f.;. t YES NO YES NO MIN, SEC. j .:: HYDROSTATIC:Hydrostatic tests shall be made at not less than 200 psi 0 3.6 bars)for two hours or 50 psi(3.4 bars) above static pressure in excess of 150 psi (10.3 bars)for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent TEST damage. All aboveground piping leakage shall be stopped. DESCRIPTION. PNEUMATIC:Establish 40 psi (2.7 bars)air pressure and measure drop which shall not exceed 1-1/2 psi (0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shad not exceed 1.1/2 psi (O.1 barsl in j 24 hours. { ALL PIPING HYDROSTATICALLY TESTED AT 90 PSI FOR 24 Hrs. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED? OYES NO 90 lbs for 24 hours. ff See notes below f: EQUIPMENT OPERATES PROPERLY? ❑YES 7_;NO DRAIN FADING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE TESTS 90 Psi I OPEN WIDE 80 PSI j: Underground mains and lead4n connections to system risers shall be Hushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE FORM NUMBER 8587 (J— YES1 NO OTHER EXPLAIN Existing underground FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING? n YES NO 4I BLANK NUMBER USED LOCATIONS NUMBER REMOVED I TESTING 0 GASKETS IWELDED PIPING? YES NO I IF YES.---.... Do YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH 111 THE REQUIREMENTS OF AT LEAST AWS DIOA,LEVEL AR-3? ®YES NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? ®YES ❑NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THA r ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING j ARE SMOOTH. THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? YES NO I HYDRAULIC NAMEPLATE PROVIDED? YES NO DATA IF NO,EXPLAIN: NAMEPLATE DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: i 12-22-03 REMARKS i i 1 NAME OF INSTALLING CONTRACTOR M.J.Moran Inc. Fire Protection Division TESTS WITNESSED BY.. >. U SIGNATRES. OR O R OWN R ISi ed) TITLE DATE I�•--�° AV's+(. Y✓' � 6 L�y`� R INS ALUNG AC R(Signed) TITLE— E)Ait a3�p3 ADDITIONAL EXPLANATION AND NOTES: Note: Job consist of several small modifications done in phases which do not lend themselves to isolation. I { BSA BACK C)3R- Z/6 M.J. MORAN, 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: 12-23-03 1 JOB NUMBER: 03-602 212 Main Street ATTENTION: Mr.Tony Patillo Room 100 Building Department RE: Fire Sprinklers: Northampton, MA 01060 Cooley Dickinson Pharmacy Expansion WE ARE SENDING YOU ®ATTACHED❑UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑SHOP DRAWINGS ❑PRINTS ❑PLANS ❑SAMPLES ❑SPECIFICATIONS []COPY OF LETTER ❑CHANGE ORDER ❑ COPIES DATE NUMBER DESCRIPTION 1 12-22-03 Copy Contractors Material and Test Certificates forAboye-G un THESE ARE TRANSMITTED AS CHECKED BELOW: []For approval ❑Approved as submitted ❑Resubmit copies for approval ®For your use ❑Approved as noted ❑Submit copies for distribution ❑As requested []Returned for corrections ❑Return corrected prints ❑For review and comment []FOR BIDS DUE: , 1998 ❑PRINTS RETURNED AFTER LOAN TO US REMARKS: I have sent copies to: Raymond Houle Construction. Northampton Fire Department. Northampton Building Department. Two copies to Cooley Dickinsonn Hospital Mr. Scott Johnson. I am requesting that Scott forwards one set to Insurer. COPY TO: Job File SIGNED: 106-u� Date: /a -d3-03 •r :>: OPEAATX M: .❑ PNEU MA-M CIjIFELECTIRM []HYDRAULIC P!P1N4 SUPERVISM YES No Emote N<>WIA sUPSiV15En7 ❑YE's- (� No _ DOES THE VALVE OPERATE FROM THE MANUAL TRr A IOR OTE C=TYKX-? Ala DECIJGE di±`-. IS THERE AN ACCESSOLE FACILITY IN EACH CWA UT FOR TESTOW 0•Np REM PRIEk 1CIIf'- W NO, EXPLAft VALVES . ; 0008"Ch ciReit operaft •. Dort each_46tlit .' .. Meoliarurel*M to MAKE iYtODEi Ines aWM7 ai�r�ot)tries niaawl . ap ONE pajama YES Jr0 Y'J!$f: MD MK SEC. 4. v r o HYCROST�ATIM Hvd,mtaas hats*ad be made at net im thon 200 pa;113.5 beer)1w two hear or SO pi=4 beat WNW*a0�flo poesww m excess of 150 poi 110.3 bra)lertwo t�wes.DNlowntlel dry pips wMw elappow#r b+IeR aRern duie0 tints peewl[ i'.`3$F.•.: ': dam"s. All abmsealowul pipiq fsakape sitai)fte sm9ped. PNEUMATIC EntalWaft 40 psi(2.7 boar) air peeress and rsoaaes drop wtidt oh M not esesed 1-I/2 psi 10.1 hors)w 24 beers Tint pawasuro tanks at etoenlai water knosi and aw poasars and ateanes air pteeaosa drop wino))artatf nag mooed 1-142 pmi(0.I besp in ?•..:,: IF NO.STATE REASON • - ALL PIPING yVpR05TATICAIlY TESTED AT JOG PM FOR Z Has. DRY PUING PNEUMATICALLY TF.STFD7 ❑No EQUIPMENT OPERATES PROPERRLY7 E5 ❑m 1 ORANi ING OF GAGE LOCATED NEAR WATER SUPPLY TEST MM RESIDUAL PAE.S'SURRE)WTH VALVE Hit TEST mpE TEN= TEST PSI!, OPEN WIDE - go PS8 Uodrtaeoard enaiss Mad knot4 t Manneadew ti sys eaa nets add ba!lashed b aftm coafteg"M sods in spietiirr pipit'. SY COPY OF THE FORM NUMBER 8687 ©YES (ONO OTHER EXPLAIN i tISHED BY IINSTALLERR OF UNDERGROUND EX/Srl c/4- 4 PRYYKLE R P1P`M7 []YES O JWMpgR USED LOCATIONS NUMISIM REMOVED TENTMCM CASKETS D WELDED PWWG7 ❑YES Cylio IFYES.......: ! DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH �p THE REQUO MENT5 OF AT LEAST AWS DIMS, LEVEL AIP3? Q YES ONO WEIL.61ING 00 YOU CffRRTIFY THAT THE WELDING WAS Pl IFOAtIEW BY YVELDEP5 QUALIFIED IN COMPLIANCE WfrM THE REQUIREJUENTS OF AT LEAST AWS 01 O.S. LEVEL.AR-37 Q YES (^J NO DO YOU CERTIFY THAT WELOWS WAS CARRIED*OUT W COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEOURE TO INSURE THAT ALL 015E ARE RETRIEVEU;'THA COPEE)WGS IN PWING ARE SiWOTH.THAT SLAG AND OTHER WELDING RESIDUE ARE REWVEO.AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PErEI RATIM? [7 YES QNO 11 i KYORAMIC NAMEPLATE PROVIDED? CR*VS ❑NO _DATA IF NO.EXPLAAlk WAMEPLA'7E' DATE LEFT IN SERVICE MM ALL CONTROL VALVES OPE t n n, 03 .�AiRRLS 1 NAME,OF W45TALLJM CONTRACTOR J, HDAMA/ /I&A Z00Alt, 1lRe Ste/ JA0'&A JL D I V S10 A e ft�•�-: Tff EF11 DA aITTO1rAL ED"NATLON AND NOTES: . I Re-Tested on. $-19-03 to include Phase 2 E isti CT Room Installation Contrac \ IUr" Owners Representitive �, N T .uruf. wtai.NYUYauNU.Nw.w.r.N Vw.Ne.Nww•,•..+.Nr....N,toaWN4•+1nitlNUw'tW+M.anuY✓NaNVYO1:Y1wM'11..:�:JNu:WLntu,..rw wtutA.ut s,.. .w.uu ..u.....uaJnv w.x,..0 wN----.bttifLN,.f.NUV,t..twlJUuMNro.Nll.v,u..*,u.UNVI1.:Y.f\1W�1'NW' +:iti��Mi,`i� '' •M.v�tn. ~-a-.:°.'.a..�•t A��Y.n��-=-iY�lrl�v.'� _— -��,Nrt`',..t�1i,ir`?.�.`�Y'+'�a:w- ti•1:111wHw.lti.Yt Nw'>o -+•ice a'N',�•` CONTRACTOR'S MATERIAL- & TEST CERTIFICATE FOR •40VEGROUND PIPING ddAft sf awha afft&f6me am eveiife as Awmedr.fmw P�IaorEDLLRS: Upon o unpiedon of work.Wgmc Jon and toots shat be mad@ by the aontrogoes o pnwamme and wiQeeaaed by an owr ses MIMMaaIftlive,Aj detects shaft be iarreated and systern loft in asvia before eontracmes porsonnei ila aM b mw the job. A cwtfRcate shad be Mod out and sipped by both repeounudves..Copies shad be.prepmed for approving asdionbes,mmers and aannaetor. It is understood the owners reprenwitadivas sipudu s+in no way prajnar i ary e3ain against the oormaemr ftr talky mebodid.poor wmiana veW9, or fairaa to— ipil with approving a thorWs mquwnrents or nod ordbranaes. PRAY MIME ,ea dZY Dw_XJA/.SO.t/ Jslosi'J1�9/L 7-5--da T-03 A001ESS - .do.¢�NArr�Pra✓. f+7R GCWTED BY AMWVIN43 AUTHCRiTY-CM NAMES � "` Lftitrt A�rNa.P.i»Es A.vo cw.r�E�zr �fusl�¢E2 PL11115 v. TALLAT� MS N CONFORM TO ACL'EPTED PLANS Q No WS Q NO E OEITiBLwN APPROVED lF NO,SZA ES OUIPSM34T USD HAs MgsON IN OWN E OF FM EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL YYES ❑ NO VALVES AND THE CARE AND MA1NTBWkWM OF THIS NEW ECUIPUB(T7 1F NO.EXPLAW: us MAVE COPIES OF APPROPRIATE>HSTRUCTiONS AND CARE AND MAINTENANCE CHARM 8f$1 YES ❑ No LEFT ON PREMISES? F NO. EXPLAWc LOt.ATLON OF SUPPLIES BUILDWISS SYSTHN Alf GT- !,,0,004 phase 2 Existing CT Room completed on 8-19-03 see notes below _ _ ..' MAKE. '. #lOOEL:''; YEAR OF = a sty' : CIIAMTn yr MASIWACTURE . :RATtllci< I SPRINKLERS I PIPE c ow-oRMs TO A/f P/q STANDARD C 5 ONO Ft RTnNas CONFORM TO W FPA STANDARD S Q NO iiTIg116S- IF NO, EKPLANI: ALARM :-AEARM'DEWRE.a ". i:MA7t7MUM T1iM�TD:OP9tATETifii01X 1 7> S .AIPH, VALVE'oR`77 T'� MAKE MODEL Mlt. 1Lt� FLOW ..;.? ASS✓A �Tl"E2 ' �/D MIDWATOR- Wff:. MAKE ' t#ODEL. SERIAL NUMBER LIAKE MODEL SERIAL NUMBF3i ' •' T1ME,TD TLpP YYATBEr �Apa�E v' TAE'4CMRA�t'" 7�' � T1YtiU'TESTP�E PR>FRSiJpE rnc.�w� OPSiAT=rm... MN. SEC. PSI PSI FM MN. SEG MNn SEG • TBT WrFHOtrr 0.O.D. VYrr><! JAIROAA M .J. MORAN, INC. a o D `�`3`a d South Main Street, Haydenville, MA 01039 (413) 26&7251 DATE JOO NO. 8-a1-o3 C�a.-Sf33 ( 13) 268-7251 ATTEN 7fow TO 1V'6 ?.TNAmP>oN RE Fee SP2,tilCLEns I/JL 1-141AI S72EE.1- �QVLE Y 1Tic%,,vsvA/ h/62-rNANP7oA/J /IA d/ 7loD k/ LT Sea.v Gov)V7 � iEx/.srfV,-- 56.4 A) Z71 . WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: • Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications • Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION C04)1711467-0I7_S /yA7E/L,t?L_ 19.u,7 TC-S% CEn,TIr`/�plE Pori_ /,iljort G&0UAJD IA) j t DEPT OF RI III DING INSPECTIONS THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval C?Ior your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS L o?/FS Ag UF- RE 6,J SE&vr 70 A1D2rN,9 m'Ploa) Alzi ZEE?T, NO2rN,9 nlP.rQA) 3L D, D ejlr, G�,VE2,4L La�lr2lQ GTd r+` �W,ueALs S>✓sUaEn- COPY TO f��E SIGNED: ZTYU� lo/1- :/.Ply; of anelosures are not as noted. kindly notift us at once. FLOW CURVE- P (PSI)vs Q^1.85(GPM) 100 LEGEND A-Suoply Static Pressure B-Sun I Residual Pressure ani I Flow 90 C-Static Sy, em Pressure loss i.e. Elev and BFP) F D-Sy=stem I emand Without Hoe Streams E-Total Der iand(System plus lose) 80 B D 70 60 P 50 40 30 20 C 10 0 400 800 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 608.7 gpm available at 81.3 System Flow: 358.71 gpm 1,167.8 gpm available at system pressure of 72.6 psi System Pressure: 72.61 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: 0.165 gpm. /sq. ft. Curve By Rybak Engineering, Inc. - CCK PHARMACY 13 of 14 --- 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 20 21.64 1.049 1 0.5 14.79 K=5.6 0.15 0 5 0.00 0.15 PIPE 20 21.64 120 0 5.5 0.83 14.94 -------------------------------------------------- ------------------------ REF 903 15.62 PHARMACY 12 of 14 --- 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 17 21.05 1.380 1 3.5 13.98 K=5.6 0.04 0 6 0.00 0.15 PIPE 17 21.05 120 0 9.5 0.36 14.12 ----------------------------------------------- ---------------------------- REF 917 14.33 --- 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 16 21.32 1.049 1 6.5 14.35 K=5.6 0.15 1 7 0.00 0.15 PIPE 18 21.32 120 0 13.5 1.98 14.49 ------------------------------------------------ --------------------------- REF 918 16.32 --- 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 19 21.56 1.049 0 4.3 14 .68 K=5.6 0.15 1 2 0.00 0.15 PIPE 19 21.56 120 0 6.3 0.94 14.82 ---------------------------------------------------------------------------- REF 903 21.64 1.380 1 8.3 15.62 0.142 1 9 0.00 PIPE 23 43.20 120 0 17.3 2.47 ----------------------------------------------------------------------------- REF 919 18.09 PHARMACY 11 of 14 --- 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 14 19.35 1.049 1 - 0.5 11.80 K=5.6 0.12 0 5 0.00 0.15 PIPE 14 19.35 120 0 5.5 0.67 11.94 ------------------------------------------------ --------------------------- REF 908 0.00 1.380 1 1.5 12.47 0.032 0 6 0.00 PIPE 28 19.35 120 0 7.5 0.24 ------------------------------------------------..--------------------------- REF 910 0.00 1.610 0 9.5 12.71 0.015 0 0 0.00 PIPE 30 19.35 120 0 9.5 0.14 ---------------------------------------------------------------------------- OUTLET 15 20.19 1.610 1 1.4 12.85 K=5.6 0.06 0 8 0.00 0.15 PIPE 15 39.55 120 0 9.4 0.54 13.00 -------------------------------------------------.--------------------------- REF 915 18.68 2.067 1 10.2 13.39 0.035 1 15 0.00 PIPE 35 58.22 120 0 25.2 0.87 --------------------------------------------------------------------------- REF 916 14.26 --- 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 16 18.68 1.049 1 10.1 10.97 K=5.6 0.11 3 11 0.00 0.15 PIPE 16 '!18.68 120 0 21.1 2.41 11.12 ------------------------------------------------ - -------------------------- REF 915 13.39 PHARMACY 10 of 14 --- 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 12 18.97 1.049 1 1.8 11.33 K=5.6 0.12 0 5 0.00 0.15 PIPE 12 18.97 120 0 6.8 0.80 11.47 --------------------------------------------------------------------------- REF 913 12.13 --- 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 13 18.66 1.049 1 5.0 10.95 K=5.6 0.11 1 7 0.00 0.15 PIPE 13 18.66 120 0 12.0 1.37 11.10 ------------------------------------------------ --------------------------- REF 914 12.32 PHARMACY 9 of 14 --- 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 15.29 1.049 0 4.2 7.30 K=5.6 0.08 1 2 0.00 0.15 PIPE 8 15.29 120 0 6.2 0.49 7.45 ---------------------------------------------------------------------------- OUTLET 9 15.78 1.380 1 8.2 7.79 K=5.6 0.08 0 6 0.00 0.15 PIPE 9 31.07 120 0 14.2 1.10 7.94 --------------------------------------------------------------------------- REF 901 8.90 --- 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 16.81 1.049 1 1.3 8.87 K=5.6 0.09 0 5 0.00 0.15 PIPE 10 16.81 120 0 6.3 0.60 9.01 --------------------------------------------------------------------------- REF 902 9.46 --- 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 11 18.39 1.049 1 1.5 10.64 K=5.6 0.11 0 5 0.00 0.15 PIPE 11 18.39 120 0 6.5 0.72 10.78 --------------------------------------------------------------------------- REF 912 11.36 PHARMACY 8 of 14 --- 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 16.04 1.049 0 10.0 7.62 K=5.6 0.09 3 6 0.22 0.58 PIPE 5 16.04 120 0 16.0 1.38 8.20 -----------------------------------------------...-- ------------------------- REF 904 16.78 1.380 1 3.0 9.22 0.086 1 9 0.22 PIPE 24 32.82 120 0 12.0 1.03 ------------------------------------------------ --------------------------- REF 909 10.47 --- 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 16.78 1.049 1 1.5 8.61 K=5.6 0.09 0 5 0.00 0.36 PIPE 6 16.78 120 0 6.5 0.61 8.98 ---------------------------------------------------------------------------- REF 904 9.22 --- 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 16.02 1.049 0 7.9 8.04 K=5.6 0.09 1 2 0.00 0.15 PIPE 7 16.02 120 0 9.9 0.86 8.19 ------------------------------------------------- -------------------------- REF 901 31.07 1.380 0 3.4 8.89 0.167 0 0 0.00 PIPE 21 47.09 120 0 3.4 0.57 ---------------------------------------------------- ------------------------ REF 902 16.81 1.610 1 4.5 9.46 0.139 0 8 0.00 PIPE 22 63.90 120 0 12 .5 1.73 ------------------------------------------------- -------------------------- REF 911 11.20 PHARMACY 7 of 14 --- 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 14.82 1.049 1 4.8 7.01 K=5.6 0.07 1 7 1.77 0.00 PIPE 2 14.82 120 0 11.8 0.88 7.01 ---------------------------------------------------------------------------- REF 905 9.66 --- 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 15.19 1.049 1 4.8 7.36 K=5.6 0.08 1 7 1.77 0.00 PIPE 3 15.19 120 0 11.8 0.92 7.36 -------------------------------------------------- ------------------------- REF 906 10.05 --- 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 16.96 1.049 1 11.6 9.18 K=5.6 0.10 1 7 0.00 0.00 PIPE 4 16.96 120 0 18.6 1.78 9.18 ------------------------------------------------ --------------------------- REF 921 10.96 in 11 11 PHARMACY 6 of 14 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 917 21.05 3.260 0 12.5 14.34 0.075 0 14 0.00 PIPE 37 294.19 120 2 26.5 1.99 --------------------------------------------------- ------------------------- REF 918 21.32 3.260 0 6.6 16.33 0.086 0 14 0.00 PIPE 38 315.51 120 2 20.6 1.76 ------------------------------------------------ --------------------------- REF 919 43.20 3.260 1 43 .0 18.09 0.109 0 54 9.98 PIPE 39 358.71 120 5 97.0 10.53 ------------------------------------------------ ---------------------------- REF 922 0.00 3.260 2 123.0 38.60 0.109 0 81 0.00 PIPE 41 358.71 120 6 204.0 22.14 ----------------------------------------------------------------------------- REF 923 0.00 4.260 1 9.0 60.75 0.029 0 53 0.00 PIPE 42 358.71 120 0 62.0 1.83 --------------------------------------------------- ------------------------- REF 924 100.00 6.357 0 200.0 62 .57 0.007 0 170 -3.47 PIPE 43 458.71 120 10 370.0 2.45 ---------------------------------------------------------------------------- REF 925 0.00 6.357 1 10.0 61.55 0.007 0 106 0.00 PIPE 44 458.71 120 1 116.0 6.77 inc 6 psi for bfp --------------------------------------------------------------------------- REF 926 0.00 8.260 1 300.0 68.32 0.002 0 124 3.47 PIPE 45 458.71 120 5 424.0 0.78 --------------------------------------------------------------------------- REF 927 150.00 8.260 0 10.0 72.57 0.003 0 0 0.00 PIPE 46 608.71 120 0 10.0 0.03 --------------------------------------------------------------------------- 72.61 PSI at Supply 608.71 GPM available at 81.29 PSI PHARMACY 5 of 14 --- 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 15.21 1.380 0 15.7 7.38 K=5.6 0.02 3 9 1.77 0.00 PIPE 1 15.21 120 0 24.7 0.51 7.38 --------------------------------------------------------------------------- REF 905 14.82 1.610 0 11.4 9.66 0.034 0 0 0.00 PIPE 25 30.03 120 0 11.4 0.39 --------------------------------------------------------------------------- REF 906 15.19 1.610 1 4.4 10.05 0.073 0 8 0.00 PIPE 26 45.23 120 0 12.4 0.91 --------------------------------------------------------------------------- REF 921 16.96 1.610 0 4.0 10.95 0.132 1 4 -1.74 PIPE 40 62.19 120 0 8.0 1.05 ---------------------------------------------------------------------------- REF 907 0.00 2.067 0 4.9 10.27 0.039 0 0 0.00 PIPE 27 62.19 120 0 4.9 0.19 ------------------------------------------------ ---------------------------- REF 909 32.82 2.067 0 3.5 10.46 0.085 1 5 0.00 PIPE 29 95.00 120 0 8.5 0.73 --------------------------------------------------------------------------- REF 911 63.90 3.260 0 6.9 11.19 0.024 0 0 0.00 PIPE 31 158.91 120 0 6.9 0.17 --------------------------------------------------------------------------- REF 912 18.39 3.260 0 7.0 11.36 0.029 2 19 0.00 PIPE 32 177.30 120 0 26.0 0.77 ------------=-------------------------------------------------------------- REF 913 18.97 3.260 0 5.7 12.12 0.036 0 0 0.00 PIPE 33 196.27 120 0 5.7 0.20 --------------------------------------------------------------------------- REF 914 18.66 3.260 1 7.1 12.32 0.042 2 39 0.00 PIPE 34 214.92 120 0 46.1 1.94 --------------------------------------------------------------------------- REF 916 58.22 3.260 0 1.2 14.26 0.066 0 0 0.00 PIPE 36 273.14 120 0 1.2 0.08 ------------------------------------------------ --------------------------- PHARMACY 4 of 14 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND PHARMACY 3 of 14 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1.380 24.72 15.21 120 0.0206 0.510 3.3 2 1.049 11.79 14.82 120 0.0748 0.882 5.5 3 1.049 11.79 15.19 120 0.0782 0.922 5.6 4 1.049 18.59 16.96 120 0.05,60 1.784 6.3 5 1.049 16.00 16.04 120 0.Of65 1.384 6.0 6 1.049 6.50 16.78 120 0.0940 0.611 6.2 7 1.049 9.92 16.02 120 O.OE63 0.856 5.9 8 1.049 6.18 15.29 120 0.0792 0.489 5.7 9 1.380 14.25 31.07 120 0.Oi73 1.102 6.7 10 1.049 6.33 16.81 120 0.05`44 0.598 6.2 11 1.049 6.50 18.39 120 0.11'.14 0.724 6.8 12 1.049 6.77 18.97 120 0.11.80 0.799 7.0 13 1.049 12.00 18.66 120 0.1144 1.373 6.9 14 1.049 5.50 19.35 120 0.1224 0.673 7.2 15 1.610 9.44 39.55 120 0.01--70 0.538 6.2 16 1.049 21.06 18.68 120 0.1146 2 .414 6.9 17 1.380 9.55 21.05 120 0.0376 0.359 4.5 18 1.049 13.50 21.32 120 0.1465 1.977 7.9 19 1.049 6.30 21.56 120 0.1495 0.942 8.0 20 1.049 5.50 21.64 120 0.1506 0.828 8.0 21 1.380 3.42 47.09 120 0.1669 0.570 10.1 22 1.610 12.50 63.90 120 0.1386 1.732 10.1 23 1.380 17.33 43.20 120 0.1423 2.466 9.3 24 1.380 12.05 32 .82 120 0.0855 1.030 7.0 25 1.610 11.38 30.03 120 0.0343 0.390 4.7 26 1.610 12.39 45.23 120 0.0731 0.905 7.1 27 2.067 4.88 62.19 120 0.0390 0.190 5.9 28 1.380 7.50 19.35 120 0.0322 0.242 4.2 29 2 .067 8.50 95.00 120 0.0855 0.726 9.1 30 1.610 9.50 19.35 120 0.0152 0.144 3.1 31 3.260 6.92 158.91 120 0.0241 0.166 6.1 32 3 .260 25.97 177.30 120 0.0295 0.765 6.8 33 3.260 5.66 196.27 120 0.0356 0.201 7.5 34 3 .260 46.14 214.92 120 0.0421 1.941 8.3 35 2.067 25.19 58.22 120 0.0345 0.870 5.6 36 3 .260 1.19 273.14 120 0.0656 0.078 10.5 37 3.260 26.45 294.19 120 0.0752 1.989 11.3 38 3.260 20.61 315.51 120 0.0856 1.764 12.1 39 3.260 97.00 358.71 120 0.1085 10.528 13.8 40 1.610 8.00 62.19 120 0.131.8 1.054 9.8 41 3.260 204.00 358.71 120 0.1085 22.141 13.8 42 4.260 62.00 358.71 120 0.0295 1.829 8.1 43 6.357 370.00 458.71 120 0.0066 2.448 4.6 44 6.357 116.00 458.71 120 0.0066 6.768 4.6 45 8.260 424.00 458.71 120 0.0018 0.784 2.7 46 8.260 10.00 608.71 120 0.0031 0.031 3.6 PHARMACY 2 of 14 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 5.600 7.377 15.21 23.08 14.82 2 5.600 7.008 14.82 23.08 14.82 3 5.600 7.359 15.19 23.08 14.82 4 5.600 9.176 16.96 19.00 14.82 5 5.600 8.202 16.04 22.66 14.82 6 5.600 8.976 16.78 22.66 14.82 7 5.600 8.186 16.02 22.66 14.82 8 5.600 7.452 15.29 22.66 14.82 9 5.600 7.941 15.78 22.66 14.82 10 5.600 9.015 16.81 22.66 14.82 11 5.600 10.785 18.39 22.66 14.82 12 5.600 11.474 18.97 22.66 14.82 13 5.600 11.099 18.66 22.66 14.82 14 5.600 11.943 19.35 22.66 14.82 15 5.600 13.002 20.19 22 .66 14.82 16 5.600 11.121 18.68 22.66 14.82 17 5.600 14.123 21.05 22 .66 14.82 18 5.600 14.493 21.32 22.66 14.82 19 5.600 14.825 21.56 22.66 14.82 20 5.600 14.937 21.64 22.66 14.82 s a HYDRAULIC CALCULATIONS for Cooley Dickinson Pharmacy Expansion Northampton, MA 8/15/2003 Calculated Area: PHARMACY 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: 20 Hose Streams: 250 GPM Total Water Required 608.71 GPM including hose streams 608.71 GPM required at supply pressure of 72.61 PSI Flow at Base of Riser 358.71 GPM Required Pressure at Base of Riser 62.57 PSI Supply Data: Static (PSI) 85 Residual (PSI) 75 Flow (GPM) 1040 Calculations by: CCK of �MOi Rybak Engineering, Inc. mat 132 Forest Ave. i a Warren, MA 01083-0709 p,LOWSKI v v F� 4 Name Of Contractor �� t M.J. Moran �.. 4 South Main Street �jl (dos Haydenville, MA 01039 U Authority Having Jurisdiction: Local Building Official Underwriter: Factory Mutual Notes: Sprinkler 41 d April 16, 1998 NIVJN6 MicrofastHP®MODEL M QUICK RESPONSE SPRINKLERS 3. Place the system back in service and as soon as possible. The entire system temperatures, but have not operated, secure all valves. Check and repair all must be inspected for damage.and re- should be replaced.Refer to the Authority leaks. paired or replaced as necessary. Sprin- Having Jurisdiction for minimum replace- E. Sprinkler systems that have been sub- klers that have been exposed to corrosive ment requirements. jected to a fire must be returned to service products of combustion or high ambient Ceiling Hole Size 2-5/16" (58,7 mm) minimum 2-1/2" (63,5 mm) maximum t�►°I Bb® I 1 -1/8"(28,Smm) 1 —3/4" 1 —3/4" Minimum (44,5mm) I 1 i (44,45mm) Maximum i I Microfast HP®Model M Microfast HP®Model M Pendent Sprinkler Pendent Sprinkler Installed with 1/8" (3,1 mm) Installed with Escutcheon Model E-1 Recessed Escutcheon Figure A 2-7/16" 1—5/8" 2-11/16" (41,3 mm) (61,9mm) (68,3mm) Minimum — -- (31,8mm) 1/2" / (15mrn)—/ (NPT) Ceiling Hole Size 2-1/4" 2-5/16" (58,7 mm) minimum (57,2mm) 2-1/2" (63,5 mm) maximum Maximum Viking Viking Microfast HP® Model M Viking Microfast HP® Model M Microfast HP® Model M Horizontal Sidewall Sprinkler Horizontal Sidewall Sprinkler Horizontal Sidewall Sprinkler Base Part Number 09533 Base Part Number 09533 Base Part Number 09533 Installed with 1/8" (3,1 mm) Installed with Escutcheon Model E-1 Recessed Escutcheon Figure B Replaces sprinkler page 41 a-d, dated March 17, 1997 Form No. F_081296 (updated approved finish and escutcheon lists, and added 10mm sprinklers on page 41 c). April 16, 1998 Sprinkler 41 c ® MicrofastHP® MODEL M QUICK RESPONSE SPRINKLERS MicrobstHPO MODEL M 3mm GLASS BULB r---Temperature KEY QUICK RESPONSE SPRINKLERS + r-- Finish A1X` Escutcheon(Pdt.Sprinkler Only) STANDARD ORIFICE UPRIGHT AND PENDENT Thread Nominal Deflector Nominal Overall Approval2 Size Orifice Style K Factor Length NPT BSP nchesmmDescri tion ase PINt US Me Inches mm UL C-UL FM NYC3 I VDS LPC 112 15mm i/2 15 Upright 066618 5.5 7,9 2.3 58 A2 A2 1/2" f 5mm f/2 15 Pendent5 066628 5.5 7,9 2.3 58 A2X B2Y A2X B2Y — - SMALL ORIFICES UPRIGHT AND PENDENT Thread Nominal Deflector Nominal Overall Approval2 Size Orifice Style K Factor Length NPTJ ESP Inche mm escri tion Base P/Nt US Metric8i Inches mim UL C-UL FM NYC3 VDS LPC 112"15mm 3/8 — Pendent4,5 067188 2.7 3,9 2.7 69 A2X,B2Y A2X,B2Y — — — — 1/2"15mm 318 Uri ht4 067176 2.7 319 2.7 69 A2 A2 — 10mm — 10 Upright 069318 — 518 1.2.3 58 A2 — — -- — - - 10mm — 10 Pendents 06932B — 5,8 1 2.3 58 1 A2X,B2Y — — -- — — STANDARD ORIFICE HORIZONTAL SIDEWALL FOR INSTALLATION 4" (102 mm)TO 12"(304 mm)BELOW CEILINGS Thread Nominal Deflector Nominal Overall Approva12 Size Orifice Style K Factor Length NPT I ESP Inchesimin Descriptionoase P/N1 US Metrics Inches mm UL C-UL FM NYC-3 VDS LPC 112" 115mm 1/2 15 Horizontal _ 09533 5.51 — SMALL ORIFICES HORIZONTAL SIDEWALL Thread Nominal Deflector Nominal Overall Approva12 Size Orifice Style K Factor Len th NPT ESP Inches escri tion ase P/Nt US Metrics Inches mm UL C-UL FM NYC3 VDS LPC 1/2" 15mm 3/8 — ,Horizontal4 10035 2.7 3,9 2.5 64 A2X,82Y A2X,B2Y — — — APPROVED TEMPERATURES APPROVED FINISHES APPROVED ESCUTCHEONS A-135°F(57°C), 155°F(68°C), 1 -Brass and Chrome-Enloye X-Standard surface or F-1 Adjustable 175°F (19°C),200°F(93°C), ® Escutcheons 286°F(141°C) 2-Brass, Bright Brass,Chrome;Enloy ,White Polyester 7,Navajo Polyester",Black Y-Standard surface or F-1 Adjustable B-135°F(57°C), 155°F(68 0C), Polyester?,and Black Teflon®? Escutcheon,or Recessed with the 175°F (79°C),200°F(93°C) EA Recessed Escutcheon FOOTNOTES Base part number shown. For complete part number,see price list. 2 This chart shows the listings and approvals available at the time of printing. Other approvals are in process. Check with the manufacturer for any additional approvals. 3 Approval by the New York City Board of Standards and Appeals is pending 4 The sprinkler frame is identified with the nominal orifice size,and the deflector has a protruding pintle. The sprinkler orifice is bushed. 5 Refer to"Sprinkler Accessories"for approved escutcheons and other accessories. B Limited to light-hazard,hydraulically calculated wet systems. 7 Listed as corrosion-resistant sprinkler. s Metric K Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR,multiply the metric K Factor shown by 10.0. s The Model F-1 Adjustable Escutcheon is considered a surface-mounted escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. Sprinkler 41 b April 16, 1998 NIYJNG76 MicrofastHP® MODEL M QUICK RESPONSE SPRINKLERS the standards or any alteration to the kler model and style,with the proper 8. MAINTENANCE sprinkler after it leaves the factory in- orifice size, temperature rating, and NOTICE: The owner is responsible for cluding, but not limited to,painting, plat- response characteristics. maintaining the fire-protection system ing,coating,or modification,may render 1. Install escutcheon(if used),which is and devices in proper operating condi- the sprinkler inoperative and will auto- designed to thread onto the external lion. For minimum maintenance and in- matically nullify the approval and any threads of the sprinkler. For pendent spection requirements, refer to the Na- guarantee made by The Viking Corpora- sprinklers listed for recessed installa- tional Fire Protection Association Pam- tion. tion,refer to approval chart(page phlet that describes care and mainte- A. Sprinklers are to be installed in ac- 41 c). Viking pendent sprinklers,listed nance of sprinkler systems. In addition, cordance with the latest published for recessed installation, are for use the Authority Having Jurisdiction may standards of the National Fire Protec- with the Viking Model E-1 Recessed have additional maintenance, testing, tion Association, Factory Mutual, Escutcheon only. and inspection requirements which must Loss Prevention Council,Assemblee 2; Apply a small amount of pipe joint be followed. Pleniere, Verband der Sachver- compound or tape to the external A. Sprinklers must be inspected on a sicherer or other similar organiza- threads of the sprinkler only, taking regular basis for corrosion, mechani- tions, and also with the provisions of care not to allow a buildup of com- cal damage, obstructions, paint, etc. governmental codes, ordinances, pound in the sprinkler inlet. The frequency of the inspections may and standards whenever applicable. 3.Install the sprinkler on the piping using vary due to corrosive atmospheres, The use of quick response sprinklers the special sprinkler wrench only,tak- water supplies, and activity around may be limited due to occupancy and ing care not to over-tighten or damage the device. hazard.Refer to the Authority Having the sprinkler operating parts. DO NOT B. Sprinklers that have been painted or Jurisdiction prior to installation. use the deflector to start or thread the mechanically damaged must be re- B.Sprinklers must be handled with care. sprinkler into a fitting, placed immediately. Sprinklers They must be stored in a cool, dry F. After installation, the entire sprinkler showing signs of corrosion shall be place in their original shipping con- system must be tested in accordance tested and/or replaced immediately tainer. Never install sprinklers that with the recognized installation as required. Quick response sprin- have been dropped,damaged in any standards. Viking MicrofastHP® klers that are 20 years old shall be way, or exposed to temperatures in Model M Quick Response Sprinklers tested and/or replaced as required. excess of the maximum ambient may be hydrostatically tested at a Sprinklemthat have operated cannot temperature allowed. Never install maximum of 300 PSI (2 069 kPa) be reassembled or re-used,but must any glass-bulb sprinkler if the bulb is for limited periods of time(two hours), be replaced. When replacing sprin- cracked or if there is a loss of liquid for the purpose of acceptance by the klers, use only new sprinklers. from the bulb. if a glass bulb lacks Authority Having Jurisdiction.The C. The sprinkler discharge pattern is critical the appropriate amount of fluid, it test is applied after the sprinkler in- for proper fire protection.Nothing should should be set aside and returned to stallation to ensure that no damage be hung from,attached to,or otherwise Viking (or an authorized Viking dis- has occurred to the sprinkler during obstruct the discharge pattern.All ob- tributor)for analysis as soon as pos- shipping and installation, and to structions must be immediately removed sible. If the sprinkler is not returned make sure the sprinkler has been or, if necessary,additional sprinklers in- to Viking, it should be destroyed im- properly tightened. If a thread leak stalled. mediately. should occur, normally the sprinkler D. When replacing existing sprinklers,the C. Corrosion-resistant sprinklers must must be removed, new pipe-joint system must be removed from service. be installed when subjectto corrosive compound or tape applied, and then Refer to the appropriate system descrip- atmospheres. When installing corro- reinstalled. This is due to the factthat tion and/or valve instructions. Prior to re- sion-resistant sprinklers, take care when the joint seal is damaged,the moving the system from service,notify all not to damage the corrosion-resin- seating compound or tape is washed Authorities Having Jurisdiction. Consid- tant coating. Use only the special out of the joint Airtesting(do not ex- eration should be given to employment of wrench designed for installing coated ceed 40 PSI[276 kPaj)the sprinkler a fire patrol in the affected area. Viking sprinklers (any other wrench piping priorto testing with water may 1. Remove the system from service,drain may damage the unit). be considered in areas where leak- all water, and relieve all pressure on D. Use care when locating sprinklers age during testing must be pre- the piping. near fixtures that can generate heat. vented. Refer to the Installation 2.Using the special sprinkler wrench, re- Do not install sprinklers where they Standards and the Authority Having move the old sprinkler and install the will be exposed to temperatures that Jurisdiction. new unit. Care must be taken to en- exceed the maximum recommended G. Sprinklers must be protected from sure that the replacement sprinkler is ambient temperature for the tem- mechanical damage. Wet pipe sys- the proper model and style, and has perature rating used. tems must be provided with adequate the appropriate orifice size,tempera- E.The sprinklers must be installed after heat. When installing quick re- ture rating, and response charac- the piping is in place to prevent me- sponse sprinklers on dry systems, teristics.A fully stocked spare sprinkler chanical damage.Before installation, refer to the Installation Standards cabinet should be provided for this be sureto have the appropriate sprin- and the Authority Having Jurisdiction. purpose. (continued on page 41 d) • April 16, 1998 Sprinkler 41 a MicrofastHPO MODEL M NIVJNG ' • ' � ' ' QUICK RESPONSE SPRINKLERS 1. PRODUCT NAME $_ ' S xesF 2 #�' t_•`4 "°° 4 jjn*tt'$" a x�"�`°� ..T ".'` 'x.` iA's'#.'?a' , VIKING MicrofastHPO Model M Quick Response Sprinklers Styles available: Upright, Pendent, and Horizontal Sidewall 4 u 44, 2.2. MANUFACTURER � THE VIKING CORPORATIONrf 210 N. Industrial Park Road Hastings, Michigan 49058,-U.S.A. Telephone: (616) 945-9501 i (800)-)968-9501 Fax Number: ' (616) 945-9599 From outside the U.S.A.:. Telephone: +1 (616) 945-9501 Sprinkler Nominal Sprinkler Ceiling Tem nature at Sprinkler Bulb Temperature Temperature Rating Max.Ambient Max.Recommended Color Fax Number. +1 (616) 945-9599 Classification Fusin Point Temp.Allowed' Ambient Tem .2 3. PRODUCT DESCRIPTION Ordina 135•F 57'0 115'F 46'0 100•F 'C Orange The Viking MicrofastHPO Model Quick Ordinary 155•F 68•c 135•F 57.0 100-F 'c Red M Response Sprinkler i5 a small,M Quick Intermediate 175•F 9'C 155•F 68•C 150-F 65-C Yellow sensitive glass-bulb spray sprinkler for Intermediate 200•F 93'c iso'F 82•c 15o'F 65• Green Hi h 286'F 141'0 266-F 130'0 225°F 107'0 Blue use with water working pressures ranging from the minimum 7 PSI(48,3 Sprinkler Finishes: Brass,Bright Brass,Chrome-Enioye(patents pending),White Polyester3, kPa) up to 250 PSI (1 724 kPa) for Navajo Polyester3,Black Polyester',and Black Teflon high-pressure systems. The high 1 Based on National Fire Prevention and Control Administration Contract No.7-34860. pressure(HP)sprinkler can be iden- 2 Based on NFPA-13.Other limits may apply depending on fire loading,sprinkler location,and other tified by locating the number"250"on Authority-Having-Jurisdiction requirements.Refer to speck installation standards. the deflector. 3 The Corrosion-Resistant Coatings have passed standard corrosion tests required by particular approving Viking Mlcrofast HP®Model M Quick Re- agencies. Refer to the approval chart. These tests cannot and do not represent all possible corrosive sponse Sprinklers are available in up- environments. Prior to installing,verify through the end user that the coatings are compatible or suitable for the proposed environment. The coatings indicated are applied to the exposed exterior surfaces only. styles with several finishes and em right, pendent, and horizontal d tem l Note: The spring is exposed on the Teflon®-coated sprinkler and on the polyester-coated sprinkler. - perature ratings to meet design require- Factory tested hydrostatically to 500 PSI Standard Wrench: Part No. ments. The special polyester and Tef- (3 448 kPa). 05000CM Ion®coatings can be used in decorative Spring: USA Patent No.4,167,974 Wrench for coated and recessed applications where colors are desired. Bulb: USA Patent No. 4,796,710 Viking Microfasts and MicroMstHPO In addition,these two finishes are corro- Testing: USA Patent No.4,831,870 Sprinklers: Part No. 07398W sion resistant and provide protection Minimum operating pressure: 7 PSI (1/2' ratchet required) against many corrosive environments. (48,3 kPa) Referto"Sprinkler Accessories"for approved The pip cap and sealing assembly of the Materials: escutcheons and other accessories. sprinkler are held in place by a rugged Frame-Brass Castings UNS-C84400 5.AVAILABIUTY AND SERVICE 3mm glass bulb. During fire conditions, Deflector-Brass UNS-C26000 when the temperature around the sprin- Bushing-Brass UNS-C36000 Viking sprinklers are available through a net- kler reaches its operating temperature, Bulb-Glass, nominal 3mm diameter work of domestic, Canadian, and interna- the heat-sensitive liquid in the glass bulb Seal-Teflon®tape tional distributors. See the Yellow Pages of expands, causing the bulb to shatter, Spring-Nickel alloy the telephone directory (listed under"Sprin- releasing the pip cap and sealing spring Screw-Brass UNS-C36000 kiers-Automatic-Fire'l or write to The Viking assembly. Water flowing through the Pip Cap-Copper UNS-C14500 Corporation. sprinkler orifice strikes the sprinkler de- Polyester-Coated Sprinklers: 6. GUARANTEES flector, forming a uniform spray pattern Spring-Nickel alloy, exposed For details of warranty, refer to Viking's cur- to extinguish or control the fire. Screw-Brass UNS-C36000 rent list price schedule or contact Viking di- Painted for appearance only. rectty. 4. TECHNICAL DATA Pip-.Cap-Copper UNS-C14500 See approval chart(page 41 c)for list of Teflon®-Coated Sprinklers: 7.INSTALLATION approvals. Spring-Nickel alloy, exposed WARNING:Viking sprinklers are manu- Glass-bulb fluid temperature rated to Screw-Brass UNS-C36000 factured and tested to meet the rigid -65oF(-55oC). Painted black for appearance only. requirements of approving agencies. Minimum operating pressure: 7 PSI Pip Cap-Copper UNS-014500 The sprinklers are designed to be in- (48,3 kPa) Teflon®Coated stalled in accordance with recognized Rated to 250 PSI (1 724 kPa) water Accessories: installation standards. Deviation from working pressure. Sprinkler Wrenches: Form N0. F 081296 Replaces sprinkler page 41 a-d,dated March 17, 1997 (updated approved finish and escutcheon lists, and added 10mm sprinklers on page 41 c). Sprinkler 57 b December 14,2001 ® HORIZON® MIRAGE TM N41KJNGG* STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLERS Approval Chart Temperature KEY Horizon®Mirage'rm Standard and Quick Response i Finish Concealed Pendent Sprinklers Al XF-Escutcheon(if applicable) Sprinkler Temperature Sprinkler Nominal Maximum Ambient Temp.Rating of the Cover Plate Assembly Classification 2 s red Ordinary 165°F(74°C) 100°F(38°C) Sprinkler easel Sprinkler - Max Rated Water 4 Part 5 9 Inches mm U.S.9 metric Working Pressure3 UL C-UL6 FM NYC7 09782A VK405 1/2 1.9i I 1 1 Finishes of the Cover Plate Assembly Sprinkler Temp.Ratings Cover Plate Assembly Temp.Ratings 1-Bright Brass,Brushed Brass,Antique Brass,Polished Chrome, A-165°F(74°C) X-135°F(57°C)Cover Base Part No.11225 Brushed Chrome, Brushed Copper, Painted White, Painted B-220°F(104°C) Y-165°F(74°C)Cover Base Part No.09804 Ivory,or Painted Black8 2-Bright Brass,Brushed Brass,Antique Brass,Polished Chrome, Br ich d hrome and Brushed Copper Footnotes 1 The temperature rating of Viking Horizon®Mirage TM Standard and Quick Response Concealed Sprinklers is stamped on the sprinkler body. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Juris- diction. Refer to specific installation standards. 3 Water Working Pressure rating of the Viking Horizon®MirageTm Standard and Quick Response Concealed Sprinkler is stamped on the sprinkler body. 4 This chart shows the listings and approvals available at the time of printing.Other approvals may be in process. 5 Base part number is shown.For complete part number, refer to Viking's current price list schedule. 6 Listed by Underwriters Laboratories,Inc.for use in Canada. 7 Accepted for use, City of New York Department of Buildings,MEA No.89-92-E,Vol.XVI. 8 Other paint colors are available on request with the same Listings and Approvals as the standard paint finishes. 9 Sprinkler I.D.Nos.and nominal U.S.K-factors provided in accordance with the 1999 edition of NFPA 13,Section 3-2.2 and Section 3-2.3. Table 1 Part No.09782A is shown. T 2" 50 mm 1/2 Dimensions for Part No. __ _ _ mrn �- - --- ( > --- --- - -T--- (»NPT ) 09783A are identical. diameter hole required 5 2-3/4" I 2-1/4" ✓— (69,8 mm) (57,2 mm) (57,2 mm) I maximum minimum o 0 o I o � I i 2-3/4" NOTE.Upon sprinkler activation, the de- (69,8 mm) flector descends to approximately 13116" Figure 2 (20,6 mm)below the sprinkler body. 2 Mutual Approved installations. Previous Ivory (No. 1634) , and Painted Black Specify sprinkler temperature rating and Model B-1 Cover Plate Assembly Part (No. 1007)2 temperature rating and finish of cover plate Number 08310 may still be used for z Painted finish consists of Polyester Baked Enamel. assembly. UUC-UL installations. Sherwin-Williams' Color AnswersT^" Interior ACCESSORIES Color Number.Other colors are available on re- The correct Horizon®Mirage TM Concealed quest.See Sherwin-Williams"ColorAnswersTM Sprinkler Cabinet: Part No.01731 A Capacity: ( ) p Sprinkler can be verified by checking the Interior Color Selection color numbers. p ty:six 6 sprinklers fusible link for the following identification ORDERING INSTRUCTIONS Available since 1971. scheme: 1. To order Viking Horizon® MirageTM Flush/Concealed Sprinkler Wrenches[[ UUC-UL Standard Response:No stripe or Standard and Quick Response Con- A. Heavy Duty Part No. 08336W/B dot. cealed Pendent Sprinklers, refer to the Available since 1983,or UUC-UL Quick Response and FM Standard following: B. Light Duty Part No. 10366W/B' Response: Purple stripe or dot. A. Base Part No. 09782A or Available since 1998. UUC-UL QREC:Yellow stripe or dot(refer B. Base Part No.09783A. ttRe quires a 1/2"ratchet(not available from Vi- to technical data page 87 a c for addi 2.To order Cover Plate Assemblies,refer to: ••Ideal for sprinkler cabinets. tional information). A.Base Part No.11225,rated 135°F or NOTE: Cover Plate Assembly Part Num- B. Base Part No. 09804, rated 165°F ber 09804 must be used for all Factory Replaces page 57 a-b, dated November 1,2000(added note regarding use of QR con- Form No. F012993 cealed sprinklers in neutral or negative pressure plenums). Refer to technical data page SR1-2 or QR1-2 for general care,installation,and maintenance information. December 14, 2001 SprinkleJa ® HORIZON® MIRAGETM 1 STANDARD AND QUICK or J RESPONSE CONCEALED PENDENT SPRINKLERS 1. PRODUCT NAME Viking Horizon®MirageTM Model B-2 Stan- dard and Quick Response Concealed Pendent Sprinklers A. Sprinkler Base Part No. 09782A with - - Cover Plate Assembly Part No. 09804 or 11225: UUC-UL Listed as Standard 's Response - B.Sprinkler Base Part No.09783Awith Cover Plate Assembly Part No. 09804 •, r - o 0 0 0 or 11225:UUC-UL Listed as Quick Re- sponse or C. Sprinkler Base Part No. 09783A with � '. •. ~ „ Part No.09783A Cover Plate Assembly Part No. 09804: Part No.09782A UL/C-UL Listed as Factory Mutual Approved as Standard a. UUC-UL Listed as Quick Response, Response Viking Horizon®Mirage TM Concealed Standard Response FM Approved as Available since 1996. Sprinkler Installed in Acoustical Ceiling Standard Response j 2. MANUFACTURER NOTE:Quick response concealed Deflector: Copper UNS-C19500 The Viking Corporation sprinklers must be installed in neutral Deflector Pins:Stainless Steel UNS-30300 210 N. Industrial Park Road or negative pressure plenums only. Lever Bar:Copper Alloy UNS-C72500 Hastings, Michigan 49058 U.S.A. Compression Screw:Brass UNS-C36000 Telephone: (616)945-9501 Sprinkler, the deflector and sealing as- Fusible Link Assembly**:Nickel Alloy and (877)384-5464 sembly are held in position by the Eutectic Solder Fax: (616)945-9599 heat-sensitive fusible link. During fire con- **The fusible link of the Quick Response Concealed e-mail:techsvcs @vikingcorp.com ditions, when the temperature around the Sprinkler is marked with a purple stripe or dot for 3. PRODUCT DESCRIPTION sprinkler approaches its operating temper- identification purposes only. 3. P Horizon® MirageTM Standard and ature,the cover plate detaches.Continued Fusible Link Levers: Stainless Steel Viking heating of the sprinkler causes the UNS-S31600 Quick Response Concealed Pendent heat-sensitive fusible link to disengage, re- Belleville Spring Sealing Assembly:Nickel Sprinklers are small solder link and lever leasing the deflector and sealing assembly. Alloy,coated on both sides with Teflon° spray sprinklers designed for installation on Water flowing through the sprinkler orifice Tape concealed pipe systems where the appear- strikes the deflector,forming a uniform spray COVER PLATE ASSEMBLY MATERIALS ance of a smooth ceiling is desired. pattern to extinguish or control the fire. Cover Plate Assembly:Brass UNS-C26000 • The sprinklers are UUC-UL Listed for 4.TECHNICAL DATA Spring: Nickel Alloy water working pressures up to 250 psi LISTINGS AND APPROVALS Solder: Eutectic (1 724 kPa). See the approval chart on page 57 b. AVAILABLE COVER FINISHES • The sprinklers are Factory Mutual Ap- Part No. 11225: Bright Brass, Brushed proved for water working pressures UUC-UL Listed for 250 psi(1 724 kPa) 9 up to 175 psi(1 207 kPa). water working pressure. Brass,Antique Brass,Polished Chrome, • The sprinklers are Accepted for use Factory Mutual Approved for 175 psi(1 Brushed Chrome,and Brushed Copper by the City of New York Department of 207 kPa)water working pressure. Part No. 09804: Bright Brass, Brushed Buildings for water working pres- Accepted for use by the City of New York Brass,Antique Brass,Polished Chrome, sures u to 175 psi 1 207 kPa). Department of Buildings for 175 psi 1 Brushed Chrome, Brushed Copper, p p ( ) P g p ( Horizon® MirageTM Standard and Quick 207 kPa)water working pressure. Painted' White (No. 1004)2, Painted' Response Concealed Sprinklers are hid- Spring: U.S.A. Patent No.4,570,720 den from view by low-profile,small-diame- Thread Size: 1/2"(15 mm)NPT ter cover plates installed flush to the ceil- Orifice Size: Standard Orifice =_ ing.The cover plates are available in sev- K-Factor: 5.6 U.S.t (8,1 metric', for use Concealed eral decorative finishes to meet design re- when pressure is measured in kPa). Sprinkler(Part No. quirements. tNominal U.S. K-factor provided in accordance The two-piece design allows installation with the 1999 edition of NFPA 13,Section 3-2.3. 09782A shown.) ; Metric K-Factor shown is for use when pressure and testing of the sprinklers prior to instal- is measured in kPa. when pressure is mea- lation of the cover plates.After the system sured in BAR, multiply the metric K-Factor has been tested and the ceiling finish ap- shown by 10.0. j plied,the"push-on","thread-off'design of Min.Operating Pressure:7 psi(48,3 kPa) Protective Shell the cover plate assemblies allows easy in- Available Cover Plate Adjustment: 1/2" 1 J stallation of the cover plates with up to 1/2" (12,7 mm)+/- 1/4"(6,4 mm) (12,7 mm) adjustment available. The Cover Plate Assembly Temperature Ratings: "thread-off"feature is designed to prevent Part No. 11225: 135°F(57°C)for use unwanted disengagement of the cover as with 165°F temperature rated sprin- Concealed Sprinkler Wrenchtt(Part No. semblies.This feature also permits tempo- kler only. rary removal of ceiling panels without tak- Part No. 09804: 165 F (74 C)for use 08336W/B shown.) ing the sprinkler system out of service or with 165 °F or 220 °F temperature ttA 1/2"ratchet is required (not available through Viking.) rated sprinklers.removing the sprinkler. p Inside the body of the Horizon®MirageTM SPRINKLER MATERIALS Standard and Quick Response Concealed Body:Brass Casting UNS-C84400 Figure 1 Body Cap: Brass UNS-C26000 Note: Units of measure in parentheses Replaces page 57 a-b,dated November 1,2000(added note regarding use of QR con- may be approximations. cealed sprinklers in neutral or negative pressure plenums). Refer to technical data Form No. F012993 page SR1-2 or QR1-2 for general care,installation,and maintenance information. M.,1. M O RAN, INC. LETTER OF TRANSMITTAL ' FIRE PROTECTION DIVISION L//C)5b 4 SOUTH MAIN STREET TELEPHONE: FAX: HAYDENV1.1-LE, MA 01039 (413)268-7251 (413)268-9375 TO: Northampton Building Inspector DATE: 8-19-03 1 JOB NUMBER: 03-602 212 Main Street ATTENTION: Mr. Tony Patillo Room 100 Building Department RE: Fire Sprinklers Northampton, MA 01060 Cooley Dickinson Pharmacy Expansion WE ARE SENDING YOU ® ATTACHED ❑UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑SHOP DRAWINGS []PRINTS ❑PLANS ❑SAMPLES ❑SPECIFICATIONS ❑COPY OF LETTER ❑CHANGE ORDER ❑ COPIES DATE NUMBER DESCRIPTION 1 8-15-03 Copy FP-1 Partial First Floor Sprinkler Plan 1 8-15-03 Copy Hydraulic Calculations 1 8-15-03 Copy Fire Sprinkler Head' 0b`� yy i THESE ARE TRANSMITTED AS CHECKED BELOW: ®For 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 ❑ ❑FOR BIDS DUE: , 1998 []PRINTS, RETURNED AFTER RFMARKS• For AnOCOVAl I have sent copies to: Raymond Houle Construction. Northampton Fire Department. Northampton Building Department. Two sets to Cooley Dickinson Hospital Mr. Scott Johnson. I am requesting that Scott forwards one set to Insurer. Please call with any questions. fsf'%Py Tn. fah Fit- SIGNEn- ze5-� A,- & E A ," August 28, 2003 HEALTHCARE The City of Northampton AUG 2 9 2003 ARCHITECTS INC. Building Department PRINCIPALS City Fall Don Hafner,AIA Richard E.Katsanos,AIA 210 Main Street DEPT Of BUILDING INSPECTIONS C.1.Whitham,R.A. Northampton, MA 01 060 NORTHAMPTON,MA 01060 SENIOR ARCHITECT/ PLANNER Edward L.Iendry,AIA Attn: Mr.Anthony Patillo,Building Inspector ENGINEERING ASSOCIATES William M.Barry,P.E. Ronald G.Stenlund,P.E. RE: Renovations for Radiology & CT Scan Areas Cooley Dickinson Hospital Request for Certiucaie for Occupancy Dear Sir: I certify, that to the best of my knowledge,the building located at 30 Locust Street, Cooley Dickinson Hospital,Renovations for Radiology& CT Scan Areas, has been altered under my supervision and in accordance with the approved plans,and that such plans conform to all provisions of the Massachusetts State Building Code. Architects Seal Edward L.Jendry,AIA_ Healthcare Architects Inc. 64 Gothic Street Northampton,MA 01060 tSub Ibed and swo me before this day of 2005 (Notary Public) My Commis on xpires HEALTHCARE ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON,MASSACHUSETTS 01060 1.413.585.1512 •A 1 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. HVAC • 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. 6. OPERATIONS MANUALS AND MAINTENANCE MANUALS When the 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 • Exhaust fans Complete sets of maintenance manuals as specified. The manuals shall cover • VAV Boxes • Exhaust fans LIGHTING Two sets of operating manuals which will cover: Occupancy sensors 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. The unit is equipped with an economizer cycle. 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 cfm of ventilation air for both floors. LIGHTING The lighting is primarily fluorescent in the interior. 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 finished out area is provided from the existing main gear across the street. A new 600A, 277/480V-3ph-4wire panel was installed in the original new addition construction. The present 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. 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 is estimated to be 25 people. Envelope (also see attached COMcheck Compliance Report:) • 1025 sf gross wall area • 11' - 0" floor to roof height • 80 sf glazing area • 3875 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. Outside ventilation air 20 cfm per person. LIGHTING (also see attached COMcheck Compliance Report) 15 footcandles in the corridors for ambient lighting levels. 30 footcandles in work areas for ambient lighting levels. 0.7 W/SF for corridors 1.5 W/SF for offices/conference rooms 1.6 W/SF for exam/ultrasound rooms 15 W/SF for mechanical system 2 W/SF for receptacles 3. SEQUENCE OF OPERATIONS AND INTERACTIONS 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 3875 gross square feet single story hospital occupancy use Group I2. The area was originally designed as a building shell for future use by the Radiology Department. This project entails the finishing out of the building shell for Radiology Department use. The spaces in this shell include Ultrasound Rooms, Offices, Workrooms, Reading Rooms, Toilet Rooms, and Janitor Closet. The new building exterior walls will be brick/block construction with interior furring wall with a minimum "R" value of 19. The 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. An existing roof mounted cooling only packaged rooftop unit will provide Heating and Cooling to the spaces. 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 steam to water heat exchanger. The intent of the lighting system is to use high efficiency lamps and ballasts to maximize the light output per watt. The main power system was sized for this building expansion. The emergency power is provided from an existing emergency,panel and is used primarily for egress 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 finished area. 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 Lighting Application Worksheet Massachusetts Commercial Code COMcheck-EZ Software Version 2.3 Release 1 Section l: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type (ft2) (watts/ft2) (B x C) Hospital/Healthcare 3875 1.6 6200 Total Allowed Watts= 6200 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description i Lamps/ 4 of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E A2 2 x 4 Prismatic Troffer/48" T8 32W/Electronic 2 1 61 61 A3P 3 LAMP PARACUBE/48"T8 32W/Electronic 3 26 84 2184 A6 3 LAMP UTUBE/24" T8U 32W/Electronic 3 3 82 246 A61) 3 LAMP UTUBE PARACUBE;24"T8U 32W/Electronic 3 1 82 82 A3D 3 LAMP PARACUBE/48"T8 32W/Electronic 3 8 84 672 W4 4'UP/DOWN LIGHT/48" T8 32W/Electronic 2 1 61 61 Total Actual Watts= 3306 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= 6200 Total Actual Watts= 3306 Project Compliance= 2894 Lighting PASSES: Design 47%better than code Interior Lighting Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 6200 3306 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 COMcheck-EZ Version 23 Release 1. • Cam, STdjN L0Vj> P•E. f— Principal Lighting Designer-Name Signature Date Lighting Compliance Certificate Massachusetts Commercial Code COMcheck-EZ Software Version 2.3 Release 1 Data filename: S:\_aprjcts\874A-edh-mri-gmdflr\legal\874amricomchk.cck Section l: Project Information Project Name: Cooley Dickinson Hospital Ground Floor Finish Out Northampton,MA Designer/Contractor: Healthcare Architects, Inc. 64 Gothic Street Northampton,MA Document Author: Central Consulting Engineers 1816A Allouez Avenue Green Bay,WI 54311 Notes: Finish Out of First Floor Area 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: Whole Building Method Building Type Floor Area Hospital/Healthcare 3875 Project Description(check one): New Construction Addition X 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 luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storage,restroom,or lobby Photocell/astronomical time switch on exterior lights Exceptions: Large covered areas requiring lighting during daylight hours Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1: Structural Slab 3875 --- 33.0 0.029 0.054 Exterior Wall T: CMU<=8"with Integral Insulation Furring: Metal 1025 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) 80 --- --- 0.540(b) 0.547 (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 required. Envelope PASSES: Design 35%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 proposed envelope system has been designed to meet the Massachusetts Commercial Code requirementZCcheck-E sion 2.3 Release 1. Edward L. Jendry, A.I.A. Principal Envelope Designer-Name Siddature Date Envelope Compliance Report Massachusetts Commerc al Code COMcheck-EZ Software Data Version 2.3 Release 1 filename: S:\ aprjcts\874A-cdh_mri_,Imdflr\legal\874amrico mchk.cck Section 1: Project Information Project Name: Cooley Dickinson Hospital Ground Floor Finish Out Designer/Contractor: Northampton,MA { n Healthcare Architects Inc U 64 Gothic Street ! Northampton, Document ! ` Author: MA n�Ir Central Consulting � t!: r`..v a 1816A AIlouez Avenue�neers Notes: Green Bay, WI 54311 Finish Out ofFirst Floor Area a�N1F ' (LiN,MA�O10 0 � Section 2: General Information Building Location: Climate Zone: Northampton,Massachusetts Cooling Degree Days(base 65 degrees F): 14a Degree Days(base 65 de 6894 Building Use Method of Compliance:es F): 507 Whole Building Method Buildin T e Hospital/Healthcare Floor Area Project Description(check one): 3875 _New Construction _Addition _X Alteration _Unconditioned Section 3: Requirements Checklist Shell(File Affidavit) Air Leakage, Component Certification,and Vapor Retarder Requirements All joints and penetrations are caulked,gasketed, Inspection Approved weather-stripped, Date (� Initial Aped, or otherwise seated Windows, doors, and skylights certified as meeting leakage requirements Component R-values& U-factors labeled as certified Vapor retarder installed July 24, 2002 HEALTHCARE Mr. Tony Patillo, Building Inspector ARCHITECTS INC. City Hall 210 Main Street Northampton,Massachusetts 01060 CORPORATE DIRECTOR Edward L.Jendry,A.I.A. Re: Renovations For Radiology and C.T. Scan Areas/First Floor SENIOR PRINCIPAL Cooley Dickinson Hospital C.J.Whitham Northampton,Massachusetts PRINCIPALS Dear Tony: Don Hafner Richard E. Lawrence Ann Lawrence Knox This letter is to certify that the proposed Radiology Renovations for Cooley Richard P.Wilk Dickinson Hospital was designed in accordance with all Massachusetts Building Codes. ENGINEERING ASSOCIATES William M.Barry,P.E. If you have any questions, feel free to contact me. Ronald G.Stenlund,P.E. Sincerely, HEALTHCARE ARCHITECTS INC. I ward L. nd ,A.I.A. ELJ/al Cc: George Nolan—Cooley Dickinson Hospital Tim Pelletier—Raymond Houle Construction !' AUG - 2 2002 DEPT OF BUILDING INSPECTIONS NORTHAMPTON,MA 01060 HEALTHCARE ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413-585-1512 . 4:19PM ARCHITECTS INC, ETAL NO.852 P.Z July 31,2002 i Pyre otection Narrative VEASTHCARE .7/_7 7ECTS WC. Radiology Renovations Cooley Dickinson Hospital Northampton,Massachusetts CORPORATE DIRECTOR Fdward L.Jea ft A.I.A. The project completes the finishing of the Second Floor of the M.R.I.Addition as well as renovations to sections of the existing Radiology Department on the Ground Floor level of Cooley Dickinson Hospital. Cruder this project the following existing Fire protection Systems will be worked on: PRNCIPALS DOIlHaf'er SRrinkler System 7ichv'a E.Ka[sanos The existing sprinkler piping mains will remain and individual drops will be relocated as appropriate with the new partition layout. The existing C.T.Room and ENGMEM NG ASSOCIATES the new C.T.Room will be renovated to have a delay action sprinkler system in lieu VIM=M.sarrg,P.H. of the existing sprinkler systems in these areas. 0Cn?P G.S&Aund,PE. Fire Alarm S sY fain The hospital's existing fire alarm system will be extended and renovated to accommodate new smoke detectors, audio/visual annunciators and pull stations as shown on the Contract Drawings. Fire Resistive Construction This area of the Hospital is Type(1A)—(443)fire resistive construction,and all new work corresponds to that fire rating. U v DEpl of B 9oN,IMA DCL'SNS T-7ALTHCARE ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413-585-1512 a 0 4(ttAAf �� Rg (rx� lOr� �4�#Ijttllt{7�IIIt - 6 ass achnscttss' m DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street " Municipal Building 'o Northampton, Mass. 01060 WORKER'S COMPENSATION INSURANCE AF ' AVIT r, 4,1 £ / / d�, Y y°�r'�- l� v L C•ate%S l (ll censtc/perml ttec) with a principal place of business/residenee at: f:�JS/ % .a'oUJ*,Op,'/A4y` Ul-0`75 (phone#) s', >- 2Y3' (strectici ty/E talrlap) do hereby certify, under the pains and penalties of perjury, that: X pI am an employer providing the following worker's compensation coverage for my loyee,s working on this job: (Insurance 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 Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiradoa Date) (Name of Contractor) (Insurance Compaay/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Compauy/Policy Number) (Expiration Date) (A Hach additioml shod ifneccssary to iach,de infcc on pertaining w all ooatradon) ( ) I am a sole proprietor and have no one worldng for me. ( ) I am a home owner performing all the work myself, NOTE:pie=be aware that while bomcowo=who employ puzc=to do r ;TTtcn, = construction or repair work on a dwelling of not more than throe units is which the homoowrner resida or on the grounds appurtenant thereto arc cot ecocrally ooaridemd to be csnployrrs under the workces c anon Ad(GL152,ss 1(5)�application by a homeowner for a Name or permit may evidcaoe the legal rtanu of an employer uodertie Woriceet C.ompemaliou Ace. I underuaad d"I a copy of thus rratemcai may be fo[ww dad to the Dcpn,tmcat of Industrial A=dea&Offioo of losurmce for the ooverx vaificstioa and that failure to r:ecttre covamp under stctioa 25A of MOL 152 an lead to the ikon of aiminsl Pmddca oomisting of a fmc of up to$1,500.00=Nor imprisonment of up too=year and civil prnsltia in the form of a Stop Work Order and a find of 5100.00 a day against m For de{arttne"use only Permit Number ivMap# Lot# T,, ,x ignahue Liccztscx/F'ennitiee wte Version 1.7 Commercial Building Permit May 15,2000 SECTION 10 STRUCTURAL PEER'REVIEW�(780 CMR110;11) u s E T Independent Structural Engineering Structural Peer Review Required Yes......❑ No......iv 'SECTION 11�'",OWNER AUTHORIZATION O BECOMPLET�ED WHEN ; OWNERS AGENTOR',CONTRACTOR 5APPLI ES FOR BUILDING PERMIT I, (76-0k6 -110 , fry/9&4M AA AAC1 �1T/L� "CZ) as Owner of the subject property / hereby authorize 11n to act on my bfhalf, in all matt s relative to work authorized by this building permit application. 1+4m,v 4,— Z uo o Z Si nature of Owrgr Date I, ✓. '-�'d/�7� S �/� %( £ 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. Print Name Sign ure of Owner/ gent Date SECTION 12 CONSTRUCTION SERVICES 10.1 Licensed Construction�Supervisor: Not Applicable 11 Name of License Holder PZ7�r/L-T/ E Iz- �6&�-, Z2 2 License Number Addre Expiration Date Signature Telephone SECTION 13 WORKERS'COMPENSATION INSURANCE,AFFIDAVIT"(M.G L, C.:152,§15' 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...... ❑ Version 1.7 Commercial Building Permit May 15,2000 SECTI0 N9PRO,FESSI6NAL DESIGN AND CONSTRUCTION SERYICESrFORgBUI,LDINGS AND STRUCTURESSUBJECT�TO .r' yarc s3i ,.. i -S CONSTRUCTION CONTROL PU,RSUANT,;T0 80;CMR`,1-1'6„(CONTAI,NINGK�X RE THAN 5,OOQ C,F OF EN;CLQSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): � v t o Registration Number �+V ! � 0 d Expiration to Si na re Muir Telephone 92 Registered Profes ion ngi r(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 V19Y-4CN Lb J2 r YO.)I _5 G T rf''.<- Not Applicable ❑ Company Name: Responsible In Charge of Construction Address ,if�,*'Z Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 7.Water Supply(M.G.L. c.40, §54) 7.1 Flood Zone Information: 7.3 Sewa a gisposal System: Public,X Private ❑ Zone: - Outside Flood ZoneV Municipal On site disposal system ❑ S. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by q Building Department Lot Size LJ. `64 d'T�•D Frontage Setbacks Front (O.y 1 O y 1 Side L: R: , L:I&R: A-71 Rear Building Height &A'S 1 Bldg. Square Footage 41- 8*' % %Q Open Space Footage % (Lot area minus bldg&paved -. parking) #of Parking Spaces Fill: 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: � 02ro IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book p4- Page � ) and/or Document # B. Does the site contain a brook, body of water or wetlands? NO W#4"" DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained ' e , Date Issued: C. Do any signs exist on the property? YES �✓ NO IF YES, describe size, type and location: ,A,05, ►rt C �►S _ _5�1'+� D. Are ere any proposed changes to or additions of signs intended for the property ?YES No IF YES, describe size, type and location: . Version 1.7 Commercial Building Permit May 15,2000 SECTION 4 CONSTRUCTION SERVECES FOR PROJECTS LESS THAN 35000" f ;CUBIC FEETOF ENCLOSED,SPACE wa„kdWp'”. Interior XA[te tions Existing Wall Signs Existing Ground Signs Additions ❑ Roofing ❑ ❑ ❑ Exterior tio ns Demolition❑ New Signs [ ] Change of Use [ ] Other [ ] ❑ Accessory Building[ ] Repairs [ ] Wsw-pp � ✓ c�o v i G v.vt5`��2 02 �2 bdeGo�% c?s��ic� �2��s 4., P?AND,CONSTRUCTIOLN`7YPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly 10 A-1 ❑ A-2 ❑ A-3 ❑ 1A A-4 ❑ A-5 ❑ 1B ❑ -B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1.2 1-3 ❑ 313 ❑ 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 SECTfON IF EXISTING BUILDING UNDERGOING RENOVATIONS;ADDITIONS AND/OR`CHANGE IN USE Existing Use Group: - !i• Proposed Use Group: �•�Y 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) 15t 1st 2 nd 6`6�- W �gI�OV• �t�" ���'a : '� ' "° � �k b �� 3rd nd ' 2 4th 3rd 4th Total Area (sf) Total Proposed New Construction (sf) ........ 1. �-•1-... x � Total Height(ft) f '` Total Height ft ------- Versionl.7 Commercial Building Permit May 15,2000 p City of Northampton e Id g Department Q � L6 E 2 Main Street S Zoom 100 e AUG 200 No pton, MA 01060 s pone 13 1240 Fax 413.587-1272 ti i DEPT OF BUILDING INSK—.- 0 S ec LICAR00THAi1��NMSiQ , RE IR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING < OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION,1 SITEINFORMAT1QN 'Y' `L'VL , go 1.1 Property Address: Ts sectio o be completed by office as 'f`e,e L�' ! ! C l/u-'�c � s�" =�9� Map Lot' Un f z € off°r a Zone Overlay Districts€= ► re-��' �h�aq/L��7e �� District Ci3.District { SECTION 2 PROPERTY,OWNERSHI,P/AUTHQRIZED.AGENT 2.1 Owner of Record: L�sL, l ie: Y'� ( rC� f i i'.✓(.; � �/'% j��'( >c. cC- 5 � S/ C"` ter-X �ct�> Na (Print) Current Mailing Address: Signature Telephone 2.2 Authorized Agent: 5cr�'�s�fil��l[Y, -- < S' Name(Pri Current Mailing Address: �— Signature Telephone SECTION 3 ESTIMATED CON57RUCTIbN COSTS Item Estimated Cost(Dollars)to be Official Use.Only completed by ermit applicant 1. Building w� (a) Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing �- Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection �76CyC)C 6. Total = (1 + 2+ 3 +4 + 5} Check Number /� C This Section`For Official Use'Only Building Perm,it,Number: "� Date lssued: l Signature: Building Commissioner/Ins pector.of Buildings Date' File#BP-2003-0127 APPLICANT/CONTACT PERSON Raymond R.Houle Construction Inc ADDRESS/PHONE 187 East St (413) 532-9243 PROPERTY LOCATION RADIOLOGY-GROUND FLR-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 Buildiniz Permit Filled out Fee Paid J Typeof Construction: INTERIOR RENOVATIONS-GROUND FLR-RADIOLOGY&CT SCAN AREAS 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 THE WLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF 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 Co sion � 08 Zo L- 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. Dc'; 44 RADI—"OLOOGy-G-._:� 'D FLR-30 LOCUST ST BP-2003-0127 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:23B-046 CITY OF NORTHAMPTON Lot: -001 Permit: BUildint? Category: BUILDEN G PERMIT r Permit# BP-2003.0127 Project# JS-2003.0248 Est. Cost: $510000.00 Fee: S 1 C00.00 T?-;RI"1,AS,STOV i T'' U- �n r I'GR,,»,TT 1) T01: 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 Zoning:NI Applicant: Raymond R. Houle Construction Inc AP RADIOLOGY - GROUND FLR - 30 LOCUST ST ,4pplicatit Address: Phone: Insurance: 187 East St _ 413) 532-9243 Workers Compensation SOUTH HADLEYMA01075 ISSUED ON.818102 0:00:00 TO PERFORM THE FOLLOWLYG WORK.INTERIOR RENOVATIONS - GROUND FLR - RADIOLOGY & CT SCAN AREAS POST TIIIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underlyreuntil: Service: Meter: / --'? ` ' Footings: Rouge ;{' r>' Roagh� )m use ft Foundation: giver ay Final: '/""7 , s� ��a�lo3 j"• final• Final: �—jL/� i����/02�� /����'✓y (j'r q'�9 Rough Frame: Gas: Fire-Depa-apt :ent Fireplace/Chimney:b Rough: Oil: Insulation: Cle did Final: Smoke: � J e- ;0 �,1 Final: THI'S 'I'!' i°-IT BE REVfji&,ut w 'rHE CITY i' �1 I:THAMPTON UPON : CdLAT ON 6i ANY OF ITS RULES AND REGULATION' f,fr` -Certificate of Occuo?nc '��' si nature: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 8/8/02 0:00:00 6342 $1800.00 212 Main St.eet,Phone(413) 587-1240,Fax: (413)587-1272 Euilding Connnissioner-Anthony Patillo