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HomeMy WebLinkAboutBuilding Permit # 11/18/2015 TH BUILDING PERMIT J"�40F RD TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION 7 41 Permit No#: Date Received S C US Date Issued: VIAM-IRTANT: Applicant must complete all items on this page mu, B'd MIS` 1 Pr I �114''11140P!11611 "Um wil7,�'� r TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building El One family El Addition El Two or more family 0 Industrial VAIteration No. of units: Commercial 0 Repair, replacement 0 Assessory Bldg [I Others: El Demolition El Other 'ggp""" ''Y 0, ra, h" 11,1 im '�v DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: qw-.4) °3 444. Phone: Address: A................. fi ""01 j al h"' b/ VISION IM" "MM NINE,, Home�mprouement�Lice�nse r'ir aril.,,,,, ra �//.,,� alrc�ul r�,,� rr,,rrr-� �.pr, ��,,,.���1�r�„��. ,, �r , rv� ���� <r r�mdu adrlrurrrtairu.�r ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT:MOO PER$1000-00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $— a:2 -F� Check No.: Receipt No.: bal NOTE: Persons contraaing with unregistered contractors do not have access to guarantyfund Sianature of,�o�t�q7d6� qreAAgent/Owner tAORTH t Andover ��. 0 y. g4i h - h ver, ass 1 1 COC MSC N!WICK SAO Ply RATED lI BOARD OF HEALTH Food/Kitchen Septic System THIS CERTIFIES THAT ...... ...��. .Lam,- BUILDING INSPECTOR �® has permission to erect .......................... buildings on .. ......... ............. . . ... Foundation ................... Rough tobe occupied as .. .... .�� .. ...............�.............................................................................. . ••. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR © UNLESS RTS Rough Service ........ ................................ Final BUILDING INSPECTOR GASINSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathingr Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approvedthe BuildingS Ct r. Burner Street No. i Smoke Det Effft Fire Suppression, GEORGETOWN BANK 550 TURNPIKE STREET NORTH ANDOVER, MA Fire Protection Narrative Report Date: November 13, 2015 903.1.1 (La)BASIS (METHODOLOGY) OF DESIGN SECTION 1 —Building Description: Office&Storage CA RE CE V 4G --R0 m a) Building Use Group in Work Area: B o" PROTECT N b) Total project square footage: Approximately 1500sq.ft. ,o No.3891 c) Building height: +1-15'-0" 9FG �o �S Ea d) Number of floors above grade: 1 ss� Al e) Number of floors below grade: 0 f) Type of construction: Non Combustible g) Type of hazards: Light Hazard, Ordinary Hazard h) Hazardous material usage and storage: none i) High storage of commodities: none in area of work SECTION 2—APPLICABLE STANDARDS a) 780 CMR Code(Eighth Edition): Fire Protection Systems Requirements b) 527 CMR-Fire Prevention Regulations c) NFPA 13 -Standard for the Installation of Fire Sprinkler Systems d) NFPA 25 -Inspection,Testing, and Maintenance of Water-Based Fire Protection Systems e) NFPA 72-National Fire Alarm Code f) Bylaws of the City of North Andover SECTION 3—DESIGN RESPONSIBILITY Sprinkler and Alarm Systems: Lawrence V Roy,PE MA Registration Number 38913 -Fire Protection LVR Corporation 88 Foundry Street Wakefield,MA 01880 781-245-9888 3. Flash an alarm LED and sound an audible signal at the fire alarm panel. Upon acknowledgment, the alarm LED shall light steadily and the audible shall silence. Subsequent alarms shall re- initiate this sequence. 4. Initiate the transmission of an alarm to the fire department. 5. Visually indicate the device or group of devices in alarm. 6. Shut-down HVAC equipment if applicable 7. Recall the elevator to the primary or secondary floor(provided a smoke detector elevator recall is in alarm)if elevator is in place if applicable 8. Activate the outside weatherproof alarm beacon. 903.1.1 (1x)TESTING CRITERIA SECTION 1 -TESTING CRITERIA The sprinkler contractor and fire alarm contractor shall be responsible for performing the final acceptance test of his system,completing the required testing certificates, and distributing them to the necessary parties. The final acceptance tests shall be witnessed by North Andover Fire Department. SECTION 2 -EQUIPMENT AND TOOLS All required equipment,tools, and literature shall be supplied by the appropriate contractor at the time of testing including,but not limited to: • Manufacturer's literature • This approved Narrative report • Flow measuring devices • Gauges • Communication radios Submitted by: Ellis Fire Suppression,Inc. 10 Draper Street,#16 Woburn,MA 01801 End of Narrative Hi'CII8U�1C Summary Job Number:15-199 Report Description:Light Hazard ,. Job N—n , Design Engmer 15-199 Justin E.Fishlin Job Name: Slate CerlifiwtionRicense Number Georgetown Bank SC 116916 Address 1 AHJ 550 Turnpike Street N.Andover Fire Department Address2 Job SK./OWg North Andover,MA 01845 Georgetown Bank Address 3 Dravrug Name FP1 Idost Demj Sprinkler Data Oxupanry Job Suffis 5.6 K-Factor 14.82 at 7.000 Light Hazard M&—HoseAMwarrx &— Density Area ofAppr..on 100.00 0.100gpm/ft2 925.00ft2(Actual 956.07112) Add&nal Hose SWpf s Number Ol Sprinklers Cakulaled C Yy ge Per Spnnlder Node Flow(gpm) 14 144.00ft2 Auto Peak Results:Pressure For Remote Areas)Adjacent To Most Remote Area Right:34.447 LA RENCE V SG o --RO m Tata)Hose Sbeams O" PROTECT N N '... 100.00 No,3891 System Fbw DemaMTotal Water Required(1—Hose AAarrance) q� 9n 4O 258.85 358.85 l�/S EA M.i—Pressure Unbalam:e In loops , AI. 0.000 blazlmum Vebdry Above CxcuM 1/17 ''. 13.50 between nodes 65 and 63 M.J_Wxb under Grouts 1.50 between nodes 1 and 3 Vokane capacity of Npt Pipes Vokane w"aty of Dry Pipes 320.07gal f , Z /(rfr'✓l:r `rf J 3'' rr f r r,/:: t S�u�plt, �'ra' /,.,7s ✓„f,;,,.,',,,., �„�,, o� . :/rnr,h,,,r� . ,l ,�.., r,,,..,,,/ ,�l�f � </�r u<r1r.,, �,ir.,.� r,:��,, �' �,ry r, r,rrt! r1 i Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m (psi) (psi) @m (psi) @o m (psi) (psi) 1 Water Supply 100.00 45.000 35.000 635.00 41.521 358.85 34.447 7.074 Contractor Nivnber Conlaq Name Contact Tdk 21 Justin E.Fishlin President Name of Contractor Plw_ Estensbn Ellis Fire Suppression Inc. 781-995-0235 101 Adtlress i FAX 10 Draper Street,#16 781-933-0988 Address 2 Emag Woburn,MA 01801 justin@ellisfire.com Address 3 Mbsda 781-995-0235 www.ellisfire.com �©M.E.P.CAD,Inc. AutoSPRINKO 12 02.0.42.0 11/13/2015 4:03:05PM Page 1 Summary Of Oufflow�n „Devaces Job Number:15-199 Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Density Coverage Device m m K (psi) m ft2 Foot Sprinkler 203 20.11 14.40 5.6 12.894 0.140gpm/ft2 144.00ft2 Sprinkler 204 20.49 14.40 5.6 13.391 0.142gpm/ft2 144.00ft2 Sprinkler 205 21.61 14.40 5.6 14.896 0.150gpm/ft2 144.00ft2 Sprinkler 207 21.44 14.40 5.6 14.655 0.149gpm/ft2 144.00ft2 Sprinkler 208 20.57 14.40 5.6 13.498 0.143gpm/ft2 144.00ft2 Sprinkler 210 16.41 14.40 5.6 8.586 0.114gpm/ft2 144.00ft2 Sprinkler 211 15.31 14.40 5.6 7.475 0.106gpm/ft2 144.00ft2 b Sprinkler 212 14.82 14.40 5.6 7.000 0.103gpm/ft' 144.00ft2 Sprinkler 213 16.40 14.40 5.6 8.580 0.114gpm/ft2 144.00ft2 Sprinkler 215 20.32 14.40 5.6 13.171 0.141gpm/ft2 144.00ft2 Sprinkler 216 18.84 14.40 5.6 11.314 0.131gpm/ft2 144.00ft2 Sprinkler 218 17.97 14.40 5.6 10.298 0.125gpm/ft2 144.00ft2 Sprinkler 220 17.83 14.40 5.6 10.137 0.124gpm/ft2 144.00ft2 Sprinkler 221 16.72 14.40 5.6 8.919 0.116gpm/ft2 144.00ft2 Most Demanding Sprinkler Data �,©M.E.P.CAD,Inc. AutoSPRINK(D 12 vl2.0.42.0 11/13/2015 4:03:08PM Page 3 Hdru##C Analysis , Job Number:15-199 ,,ti. .. Report Description:light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Len th •••••Route 1••••• DR 1.0490 14.82 5.50 120 0.074703 1T-1 Pf 1.724 212 11'-1 14.82 5.6 7.000 Sprinkler, 6'-0 Pe -0.939 58 13'-3 7.785 3E 2'-0 23'-1 Pv BL 1.3800 30.13 6.46 120 0.073030 5'-13/4 Pf 0.376 58 13'-3 15.31 7.785 Flow(q)from Route 2 Pe 61 13'-3 8.161 5'-13/4 Pv BL 1.3800 46.54 9.98 120 0.163250 0'-6 Pf 0.082 61 13'-3 16.41 8.161 Flow(q)from Route 4 Pe 63 13'-3 8.243 0'-6 Pv BL 1.3800 62.94 13.50 120 0.285399 18'-4%4 Pf 5.237 63 13'-3 16.40 8.243 Flow(q)from Route 3 Pe 65 13'-3 13.480 18'-4'/4 Pv BL 1.6100 62.94 9.92 120 0.134717 24'-0 Pf 3.233 65 13'-3 13.480 Pe 66 13'-3 16.713 24'-0 Pv BL 2.0670 62.94 6.02 120 0.039898 20'-9% Pf 1.229 66 13'-3 16.713 10'-0 Pe 67 13'-3 17.942 POGO'-0) 30'-9'/4 Pv CM 4.2600 154.62 3.48 120 0.006217 12'-0 Pf 0.075 67 13'-3 91.68 17.942 Flow(q)from Route 5 Pe 32 13'-3 18.017 12'-0 Pv CM 4.2600 195.23 4.39 120 0.009570 79'-6 Pf 0.887 32 13'-3 40.60 18.017 Flow(q)from Route 9 13'-2 Pe 10 13'-3 18.904 E(13'-2) 92'-8 Pv CM 4.2600 258.85 5.83 120 0.016128 127'-6'/: Pf 7.720 10 13'-3 63.63 18.904 Flow(q)from Route 12 105'-4 Pe 4.335 3 T-3 30.959 T(26'-4),4E(13'-2),ALV(26'-4), 232'-10'/z Pv BFP-3.964 UG 8.3900 258.85 1.50 140 0.000447 13'-0 Pf 0.019 3 T-3 30.959 30'-6'% Pe 3.468 1 4-9 34.447 E(30'-6'/),S 43'-6'% Pv 100.00 Hose Allowance At Source 1 358.85 96•••••Route 2••••• DR 1.0490 15.31 5.68 120 0.079380 6'-9 Pf 1.249 211 11'-1 15.31 5.6 7.475 Sprinkler, 9'-0 Pe -0.939 58 13'-3 7.785 2E(2'-0),T(5'-0) 15'-9 Pv Go.....Route 3..... DR 1.0490 16.40 6.09 120 0.09018010'-1Y, Pf 1.722 213 8'-6 16.40 5.6 8.580 Sprinkler, 9'-0 Pe -2.059 63 13'-3 8.243 2E(2'-O),T 5'-0 19'-1'/4 Pv c-6•••••-Route 4••••• DR 1.0490 16.41 6.09 120 0.090239 T-1'/4 Pf 1.634 210 8'-6 16.41 5.6 8.586 Sprinkler, 11'-0 Pe -2.059 61 13'-3 8.161 3E(2'-0),T(5'-0) 18'-1%4 Pv ®.....Route 5..... DR 1.0490 16.72 6.21 120 0.093469 18'-4'/4 Pf 2.277 221 11'-1 16.72 5.6 8.919 Sprinkler, 6'-0 Pe -0.939 99 13'-3 10.256 3E(2'-0) 24'-4'/4 Pv BL 1.3800 34.55 7.41 120 0.094116 2'-9%4 Pf 0.260 99 13'-3 17.83 10.256 Flow(q)from Route 6 Pe 101 13'-3 10.517 2'-9% Pv BL 1.3800 52.52 11.27 120 0.204229 21'-2% Pf 4.336 101 13'-3 17.97 10.517 Flow(q)from Route 7 Pe 103 13'-3 14.853 2V-2'/4 Pv BL 1.6100 52.52 8.28 120 0.096402 24'-0 Pf 2.314 103 13'-3 14.853 Pe 104 13'-3 17.167 24'-0 Pv BL 2.0670 52.52 5.02 120 0.028551 20'-93/4 Pf 0.737 104 13'-3 17.167 5'-0 Pe 105 13'-3 17.904 E(5'-0) 25'-9% Pv CM 4.2600 52.52 1.18 120 0.000844 12'-0 Pf 0.010 105 13'-3 17.904 Pe 86 13'-3 17.914 12'-0 Pv CM 4.2600 91.68 2.06 120 0.002364 12'-0 Pf 0.028 86 13'-3 39.16 17.914 Flow(q)from Route 8 Pe 67 13'-3 17.942 12'-0 Pv •••••Route 6••••• DR 1.0490 17.83 6.62 120 0.105218 6'-2Yz Pf 1.601 220 9'-10 17.83 5.6 10.137 Sprinkler, 9'-0 Pe -1.481 99 13'-3 10.256 2E(2'-0),T(5'-0) 15'-2'/z Pv ©M.E.P.CAD,Inc. AutoSPRINK®12 02.0.42.0 11/13/2015 4:03:12PM Page 5 Job Number:15-199 X ,. Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pin Fittings Eq.Length Summary Upstream Total Length "end:;"" frttiri' 49, AO g„ ., AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11 Y4'Elbow Ee2 221/Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wrsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD,Inc. 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