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HomeMy WebLinkAboutBuilding Permit #613-16 - 550 TURNPIKE STREET 11/18/2015�c4ti)vIF -76"s wo t S CfiwWFb BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION ,ORTi v 4,��c�. ib •yo y� _K Em:ail� nO _.. nm ifM Permit No#: iY Date Received 3y QORgTEO SSRCH' Date Issued: RTANT: Applicant must complete all items on this page r L—e-- MkIp TYPE OF IMPROVEMENT PROPOSED USE Em:ail� Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial [/Alteration No. of units: Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septi - - ®Flo,, odplain' ¢d1/V.�etlapds - Watershed D'istricF ©Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification - Please Type or Print Clearly '- OWNER: Name: "W-tiVJJ 64-1k, Phone: Address: SSS© TUd-OPrICL S,' Contracrt©r Named% �iYL: ARCH J /LLJI�`! I%onek& yZ-?S �. Em:ail� Add ess—st7 e.:.. �/►'r'�►-fib - — t+✓z+��2�.K� �'"� DI_ t Su�`�IG�.�Znl LicenseC�� I p, elm rovem ntLi'ce� n e NQ tEx ©a e' ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE: BULDING PERMIT. • $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ FEE: $ ��� Check No.:'Z, Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access tolhe guaranty fund Plans Submitted ❑ Plans Waived.[] Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF o U FORM PLANNING & DEVELOPMENT Reviewed On COMMENTS Signature CONSERVATION Reviewed on Signature COMMENTS HEALTH r; �4► COMMENTS Reviewed on Sianature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: . x a--6.�. COM M E N�TS�. Locatea 364 Usgood Street tF ia~",�'tt-,.. _..iia..-s�.`...,."•#• T�...,�..: ,..»�:.,, .',:._ oil Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine ® Notified for pickup Call Emai Date Time Contact Name Doc.Building Permit Revised 2014 The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products JOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products TOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products TOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Building Permit Revised 2014 Locatiorof No. Datew //S-// C he c k # TOWN OFNORTH ANDOVER i I Certificate of Occupancy $ Building/Frame Permit Fee N� Foundation Permit Fee Other Permit Fee TOTAL $ (-2) �L� Eruilding Inspector n rA W x Q LLI LL O in CC Q m d � O O LL � v T fl. N VI O W Z Q z Q > m c •� 7 O LL G.0to O O d' r U c Ll O 4J Z Z m J o. O O d' _ c LL O LLI CL Z a V U LU J W p � u (n io l.L O w N Z !n QW (7 L 04 7 ra I.L W a LN 0 LL c = Cm Z N N Y {n N ..Y O N 7M7 ti LQ 0 Z E Z O D N .E CLi s c v ca CL N V .w a U cc CL U) 1-m-1 c 0 O L- m CL tm .E- CcM J -0 O W Z U) r_ O� O m O F/ •Q. V W L CL CL 0 co m _ ,_Z^^ V Z O p E Q m o O Cl) �. o S H � � Z O (� L 0 � C J i �m m a w cl) W H• o = > U) Nva o xZ -_= w 0 E o m 0 rocCD � mU) iz • �i' w W �- a,•> c c W J `O VJ�0 • m .� N tm O OC C i cc 'a 0 CL (D N O m v m Cc = O O O 'c;U) C O .� M 'o _ OZ 0 O Q ti LQ 0 Z E Z O D N .E CLi s c v ca CL N V .w a U cc CL U) 1-m-1 c 0 O L- m CL tm .E- CcM J -0 O W Z U) r_ Ellis Fire Suppression, Inc. GEORGETOWN BANK 550 TURNPIKE STREET NORTH ANDOVER, MA Fire Protection Narrative Report Date: November 13, 2015 903.1.1 (1.a) BASIS (METHODOLOGY) OF DESIGN SECTION 1 — Building Description: Office & Storage a) Building Use Group in Work Area: B b) Total project square footage: Approximately 1500sq.ft. c) Building height: +1-15'-0" d) Number of floors above grade: 1 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 Fire 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 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 T 1111Hydraulic Summary Job Number: 15-199 RPnnrt nPscrinfinn- I inht H—rel Job N Job-1,or Design Engineer 15-199 Justin E. Fishlin Job Name: Georgetown Bank Slate CeRigcation2icense Number SC 116916 Add—I 550 Turnpike Street AHJ N. Andover Fire Department Address 2 North Andover, MA 01845 Job SdelButldiN Georgetown Bank Address 3 Drawing Name FP1 System Remote Area(s) Most N=Ming SpdnMer Mta Occupancy Job Suffix 5.6 K -Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Density Area dApplicabon 100.00 0.100gpm/ft2 925.00ft2 (Actual 956.07ft2) Adddbnal Hose SWplles Number Of Spml,l— Calculated Coverage Per SpRnMer Node Flow(qpm) 14 144.00ft2 AdoPeak Resubs: Pressure For Remote Area(.) Adj... M To Most Remote Area Right: 34.447 - s�VA LA HENCE V G - +J PROTECT N T W Hose Streaim 100.00 No, 3891 9 9 syd— Flow N..a Total Water Required (IncWft Hose AlMwar.:e) 258.85 358.85 �g EAiaO Maximum P.... Unbalance In Loops 0.000 t� Maximum Velocity Above Ground 13.50 between nodes 65 and 63 M.imumV ib UMer G—M 1.50 between nodes 1 and 3 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 320.07gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m si (psi) m (psi) m si (psi) 1 Water Supply 100.00 45.000 35.000 635.00 41.521 358.85 34.447 7.074 Contractor Contactor Number 21 Coded Name Justin E. Fishlin Coded Title President N.— of Codadon Ellis Fire Suppression Inc. Pbone 781-995-0235 E t—m 101 Address 1 10 Draper Street, # 16 FAX 781-933-0988 Address 2 Woburn, MA 01801 E-mail justin@ellisfire.com Address 3 781-995-0235 Wobsit. www.ellisfire.com &@ M.E.P.CAD, Inc. NlAutoSPRINK® 12 02.0.42.0 11/13/2015 4:03:05PM Page 1 1111Hydraulic Graph Job Number: 15-199 Rannrt npP nrintinn' I inh4 Hn7arri Water Supply at Node 1 50 45 -Static Pressure 45.000 40 35 258.85 qj 34.447 I B35.00 35.000 I 358.85 with hose streaMs 30 m CL m 25 m m m CL` System demand curve 20 15 10 5 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow. Qpm Hydraulic Graph Water Supply at Node 1 Static: Preva ' Ekvatkn - statk: Preaaure 45.000 42.941 Residual: Preeaure 35.000 @ 635.00 Available Preasum at lime of Test 41.521 @ 358.85 SYatem Ge - 34.447 @ 258.85 Syakm Gemana llnclualna Hae Alkwana et soureel 34.447 @ 358.85 &@ M.E.P.CAD, Inc. ®AutoSPRINK® 12 02.0.42.0 11/13/2015 4:03:06PM Page 2 1111 Summary Of Outflowing Devices Job Number: 15-199 Report Description: Light Hazard Device Actual Flow m Minimum Flow m K•Factor K Pressure si Density m tit Coverage 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 0.103 mlft 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.O02 Sprinkler w.,, 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.O02 c:> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. ®AutoSPRINK® 12 v12.0.42.0 11/13/2015 4:03:08PM Page 3 1111 Node Analysis Job Number: 15-199 Report Descriotion: Licht Hazard Node Elevation Foot Fittings Pressure si Discharge(qpm) 1 -4'-9 S 34.447 258.85 203 8'-6 S r -12.894 12.894 20.11 204 8'-6 S r -13.391 13.391 20.49 205 11'-9 S r-14.896 14.896 21.61 207 11'-9 S r -14.655 14.655 21.44 208 11'-9 S r -13.498 13.498 20.57 210 8'-6 S r -8.586 8.586 16.41 211 11'-1 S r -7.475 7.475 15.31 212 11'-1 S r -7.000 7.000 14.82 213 8'-6 S r -8.580 8.580 16.40 215 8'-6 S r -13.171 13.171 20.32 216 11'-1 S r -11.314 11.314 18.84 218 9'-3 S r -10.298 10.298 17.97 220 9'-10 S r -10.137 10.137 17.83 221 11'-1 S r(-8.919) 8.919 16.72 3 3'-3 E 13'-2 30.959 10 13'-3 PO 9'-10% 18.904 24 13'-3 T 5'-0 13.294 26 13'-3 T 5'-0 13.408 30 13'-3 16.034 31 13'-3 17.471 32 13'-3 PO10'-0 18.017 35 14'-3 PO 5'-0 15.772 39 14'-3 PO 5'-0 15.643 43 14'-3 PO(5'-0) 15.636 58 13'-3 T 5'-0 7.785 61 13'-3 T(5'-0) 8.161 63 13'-3 T 5'-0 8.243 65 13'-3 13.480 66 13'-3 16.713 67 13'-3 PO10'-0 17.942 82 13'-3 T 5'-0 13.212 84 13'-3 16.059 85 13'-3 17.403 86 13'-3 PO10'-0 17.914 99 13'-3 T 5'-0 10.256 101 13'-3 T 5'-0 10.517 103 13'-3 14.853 104 13'-3 17.167 105 13'-3 E 5'-0 17.904 &,© M.E.P.CAD, Inc. MAUtOSPRINKO 12 v12.0.42.0 11/13/2015 4:03:10PM Page 4 IN Hydraulic Analysis I I Job Number: 15-199 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary ®'•••••Route l ..... DR 1.0490 14.82 5.50 120 0.074703 17'-1 Pf 1.724 212 58 11'-1 13'-3 14.82 5.6 7.000 7.785 Sprinkler, 3E 2'-0 6'-0 23'-1 Pe Pv -0.939 BL 1.3800 30.13 6.46 120 0.073030 5'-1'/4 Pf 0.376 58 61 13'-3 13'-3 15.31 7.785 8.161 Flow (q) from Route 2 5'-1'/4 Pe Pv BL 1.3800 46.54 9.98 120 0.163250 0'-6 Pf 0.082 61 63 13'-3 13'-3 16.41 8.161 8.243 Flow (q) from Route 4 0'-6 Pe Pv BL 1.3800 62.94 13.50 120 0.285399 18'-4+/4 Pf 5.237 63 65 13'-3 13'-3 16.40 8.243 13.480 Flow (q) from Route 3 18'-4+% Pe Pv BL 1.6100 62.94 9.92 120 0.134717 24'-0 Pf 3.233 65 66 13'-3 13'-3 13.480 16.713 24'-0 Pe Pv BL 2.0670 62.94 6.02 120 0.039898 20'-9'/4 Pf 1.229 66 67 13'-3 13'-3 16.713 17.942 PO(10'-0) 10'-0 30'-9% Pe Pv CM 4.2600 154.62 3.48 120 0.006217 12'-0 Pf 0.075 67 32 13'-3 13'-3 91.68 17.942 18.017 Flow (q) from Route 5 12'-0 Pe Pv CM 4.2600 195.23 4.39 120 0.009570 79'-6 Pf 0.887 32 10 13'-3 13'-3 40.60 18.017 18.904 Flow (q) from Route 9 E(13'-2) 13'-2 92'_8 Pe Pv CM 4.2600 258.85 5.83 120 0.016128 127'-6Yz Pf 7.720 10 3 13'-3 3'-3 63.63 18.904 30.959 Flow (q) from Route 12 T(26'-4), 4E(13'-2), ALV(26'-4), BFP -3.964 105'-4 232'-10+/ Pe Pv 4.335 UG 8.3900 258.85 1.50 140 0.000447 13'-0 Pf 0.019 3 1 3'-3 -4'-9 30.959 34.447 E(30' -6+/z), S 30'-6+/ 43'-6+/ Pe Pv 3.468 100.00 Hose Allowance At Source 1 358.85 ef•••••Route 2••••• DR 1.0490 15.31 5.68 120 0.079380 6'-9 Pf 1.249 211 58 11'-1 13'-3 15.31 5.6 7.475 7.785 Sprinkler, 2E(2' -O), T(5'-0) 9'-0 15'-9 Pe Pv -0.939 Q&•••••Route 3••••• DR 1.0490 16.40 6.09 120 0.09018010'-1+/4 Pf 1.722 213 63 8'-6 13'-3 16.40 5.6 8.580 8.243 Sprinkler, 2E(2' -O), T 5'-0 9'-0 19'-1+/4 Pe P- vw•••••Route4••••• -2.059 60 ..... Route 4 ..... DR 1.0490 16.41 6.09 120 0.090239 7'-1+/a Pf 1.634 210 61 8'-6 13'-3 16.41 5.6 8.586 8.161 Sprinkler, 3E(2'-0), T(5'-0) 11'-0 18' Pe Pv -2.059 ®••••• Route s••••• DR 1.0490 16.72 6.21 120 0.093469 18'-4Y4 Pf 2.277 221 99 11'-1 13'-3 16.72 5.6 8.919 10.256 Sprinkler, 3E(2'-0) 6'-0 24'-4% Pe Pv -0.939 BL 1.3800 34.55 7.41 120 0.094116 2'-9+/4 Pf 0.260 99 101 13'-3 13'-3 17.83 10.256 10.517 Flow (q) from Route 6 2'-9+/4 Pe Pv BL 1.3800 52.52 11.27 120 0.204229 21'-2% Pf 4.336 101 103 13'-3 13'-3 17.97 10.517 14.853 Flow (q) from Route 7 21'-2% Pe Pv BL 1.6100 52.52 8.28 120 0.096402 24'-0 Pf 2.314 103 104 13'-3 13'-3 14.853 17.167 24'-0 Pe Pv BL 2.0670 52.52 5.02 120 0.028551 20'-9'/4 Pf 0.737 104 105 13'-3 13'-3 17.167 17.904 E(5'-0) 5'-0 25'_9% Pe Pv CM 4.2600 52.52 1.18 120 0.000844 12'-0 Pf 0.010 105 86 13'-3 13'-3 17.904 17.914 12'-0 Pe Pv CM 4.2600 91.68 2.06 120 0.002364 12'-0 Pf 0.028 86 67 13'-3 13'-3 39.16 17.914 17.942 Flow (q) from Route 8 12'-0 Pe Pv ea•••••Route 6••••• DR 1.0490 17.83 6.62 120 0.105218 6'-2+/z Pf 1.601 220 99 9'-10 13'-3 17.83 5.6 10.137 10.256 Sprinkler, 2E(2' -O), T(5' -O) 9'-0 15'-2+/ Pe Pv -1.481 &@ M.E.P.CAD, Inc. OHAutoSPRINK® 12 V12.0.42.0 11/13/2015 4:03:12PM Page 5 11111-lydraulic Analysis Job Number: 15-199 Report Description: Liaht Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length �:re.surreDownstream umma w•••••Route 7••••• DR 1.0490 17.97 6.67 120 0.106766 9'-31/2 Pf 1.953 218 101 9'-3 13'-3 17.97 5.6 10.298 10.517 Sprinkler, 2E(2' -O), T(6-0) 9'-0 18'-31/2 Pe Pv -1.734 w•••••Route 8••••• DR 1.0490 18.84 6.99 120 0.116474 18'-4% Pf 2.837 216 82 11'-1 13'-3 18.84 5.6 11.314 13.212 Sprinkler, 3E(2'-0) 6-0 24'-4% Pe Pv -0.939 BL 1.3800 39.16 8.40 120 0.118631 24'-0 Pf 2.847 82 84 13'-3 13'-3 20.32 13.212 16.059 Flow (q) from Route 10 24'-0 Pe Pv BL 1.6100 39.16 6.17 120 0.055997 24'-0 Pf 1.344 84 85 13'-3 13'-3 16.059 17.403 24'-0 Pe Pv BL 2.0670 39.16 3.74 120 0.016584 20'-9% Pf 0.511 85 86 13'-3 13'-3 17.403 17.914 PO(10'-0) 10'-0 30'-9% Pe Pv w•••••Route 9••••• DR 1.0490 20.11 7.46 120 0.131440 9'-81/2 Pf 2.460 203 24 8'-6 13'-3 20.11 5.6 12.894 13.294 Sprinkler, 2E(2' -O), T 5'-0 9'-0 18'-8'/ Pe Pv -2.059 BL 1.3800 20.11 4.31 120 0.034569 3'-31/2 Pf 0.114 24 26 13'-3 13'-3 13.294 13.408 T-31/2 Pe Pv BL 1.3800 40.60 8.71 120 0.126832 20'-81/2 Pf 2.625 26 30 13'-3 13'-3 20.49 13.408 16.034 Flow (q) from Route 11 20'-8% Pe Pv BL 1.6100 40.60 6.40 120 0.059868 24'-0 Pf 1.437 30 31 13'-3 13'-3 16.034 17.471 24'-0 Pe Pv BL 2.0670 40.60 3.88 120 0.017731 20'-9% Pf 0.546 31 32 13'-3 13'-3 17.471 18.017 PO(10'-0) 10'-0 30'-9% Pe Pv w•.•••Route 10••••• DR 1.0490 20.32 7.54 120 0.134050 8'-8 Pf 2.100 215 82 8'-6 13'-3 20.32 5.6 13.171 13.212 Sprinkler, 2EE 1'-0 , T 5'-0 7'-0 15'-8 Pe Pv -2.059 w•••••Route 11..... DR 1.0490 20.49 7.61 120 0.136119 6'-3 Pf 2.077 204 26 8'-6 13'-3 20.49 5.6 13.391 13.408 Sprinkler, 2E(2' -O), T(5'-0) 9'-0 15'-3 Pe Pv -2.059 w•••••Route 12••••• DR 1.0490 20.57 7.64 120 0.137124 12'-61/2 Pf 3.229 208 39 11'-9 14'-3 20.57 5.6 13.498 15.643 Sprinkler, 3E(2' -O), PO(5'-0) 11'-0 23'-6% Pe Pv -1.084 BL 1.6820 42.01 6.07 120 0.051537 2'-6 Pf 0.129 39 35 14'-3 14'-3 21.44 15.643 15.772 Flow (q) from Route 13 2'-6 Pe Pv BL 1.6820 63.63 9.19 120 0.111069 9'-5% Pf 2.698 35 10 14'-3 13'-3 21.61 15.772 18.904 Flow (q) from Route 14 E(4'-111/2), PO(9'-10%) 14'-10% 24'-31/2 Pe Pv 0.434 w•••••Route 13••••• DR 1.0490 21.44 7.96 120 0.147968 4'-111/2 Pf 2.064 207 43 11'-9 14'-3 21.44 5.6 14.655 15.636 Sprinkler, 2E(2'-0), PO(5'-0) 9'-0 13'-11%2 Pe Pv -1.084 BL 1.6820 21.44 3.10 120 0.014845 0'-6 Pf 0.007 43 39 14'-3 14'-3 15.636 15.643 0'-6 Pe Pv w•••••Route 14••••• DR 1.0490 21.61 8.02 120 0.150211 4'-01/2 Pf 1.960 205 35 11'-9 14'-3 21.61 5.6 14.896 15.772 Sprinkler, 2E(2'-0), PO(5'-0) 9'-0 13'-0/2 Pe Pv -1.084 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 &@ M. E. P. CAD, Inc. MjAutoSPRINK® 12 V12.0.42.0 11/13/2015 4:03:12PM Page 6 1111Hydraulic Analysis Job Number: 15-199 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 &,© M.E.P.CAD, Inc. iflAutoSPRINK® 12 02.0.42.0 11/13/2015 4:03:12PM Page 7 Pipe Type Legend Units Legend Fittings Legend 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'/4* 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 LtE 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 Wirsbo WMV Water Meter Valve Z Cap &,© M.E.P.CAD, Inc. iflAutoSPRINK® 12 02.0.42.0 11/13/2015 4:03:12PM Page 7