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HomeMy WebLinkAbout1101 UNION AvenueHOODS ALARMS SPRINKLER SYSTEMS SPRAY 6001?" Permit No. Permit No. i onm mil III IN i 111111111111 51 IE File Number: p-zoi 7 Date Received: IZ7 Z-or SYSTEM: New Mod. ❑ ❑ Commercial Hood System ❑ ❑ Fire Alarm System M ❑ Fire Sprinkler System ❑ ❑ Spvay Flnssh System ❑ ❑ Aboveground Storage Tank ❑ ❑ Underground Storage Tank minor modification Underground Storage Tank removal Underground Storage Tank ❑ ❑ Other: Permit No. Permit No. AST UST Permit No. Permit No. Address: //D / r0 Bakersfield, CA 933 Business Name: BUILDING SQUARE FEET: INSPECTION LOG Building Sq. Feet: Calculation Bldg. Sq. Ft: 2. 3. 4. Date Time -7 Comments: h3 -t2 .s7a —o-41 hLY9Y V U;<,121 PAZSC - - *,VAJ1 -Ido ARAA Wd,92 i4 YWAo f viS vz. % Ph z.se Tl 'T; AR,-2- A-1 11 AV l c& Signature Signature 1111111IM1111 52 Comments: h3 -t2 .s7a —o-41 hLY9Y V U;<,121 PAZSC - - *,VAJ1 -Ido ARAA Wd,92 i4 YWAo f viS vz. % Ph z.se Tl 'T; AR,-2- A-1 11 AV l c& Signature Signature 1111111IM1111 52 0� .� �� � �� �� x� N � �,, '`C U� �� BAKERSFIELD FIRE DEPARTMENT - INSPECTION RECORD CHECK LIST TO BE COMPLETED BEFORE FINAL OCCUPANCY For Inspection Request Call Phone No. 326 -3979 BUILDING ADDRESS: AJIb GROUP TYPE: 47-/ OCCUPANCY NAME: — Y� �.��� OCCUPANT LOAD: GENERAL CONTRACTOR: PHONE # SPRINKLER CONTRACTOR: PHONE # 7--/G FIRE ALARM CONTRACTOR: PHONE # COMMERCIAL HOOD CONTRACTOR: PHONE # SPRAY FINISH CONTRACTOR PHONE # FIRE SUPPRESSION SYSTEM DESCRIPTION DATE SIGNATURE UiNDE�RGROUND 'DEPTHPI'PESIZE` &THF7UST BLOCKSI FtiIU;3WIT.H.,ATTACHMENT, SIGNS, , UNDERGRO,U H ,DRO E �� UNDERGROUND SYSTEM- FLUSH; ,OVERHEAD- PI,PE�& .HANGER INSPECTION %tz �' �p'"1 � � �� EAD LTgEST� r✓1 !O�'� t 1 c FIRE PUMP TEST RhS�E{R' F IUE' -REAR S TART -DAT E-j SPRINKLER'CALCULATION SIGN_AT_RISER LOCATION EXIT LIGHTS LOW LEVEL EXIT LIGHTS, (A,E,I & R1) OCCUPANCIES FIRE ALARM SYSTEM & ASSOCIATED EQUIPMENT DESCRIPTION DATE SIGNATURE FIRE ALARM INSTALLATION PER PLANS S�PRIMNKL,ER ,FLOW TEST. , SMOKE DETECTOR TEST HEAT DETECTOR TEST DAMPERS, FIRE DOORS ELECTRICAL & ALARM TEST FIRE PUMP RUN & ALARM ANNUNCIATION TEST EMERGENCY GENERATOR RUN & LOAD TEST COMMERCIAL HOOD INSTALLATION & TEST EMERGENCY LIGHTS EXIT LIGHTS LOW LEVEL EXIT LIGHTS, (A,E,I & R1) OCCUPANCIES SPRAY BOOTH TEST DATE SIGNATURE FUNDAMENTALS OF FTRE ALAILM SYSTEMS 72 -31 FIREALARM SYSTEM RECORD 60 COMPLETION IFIGURE 4.5.2.1 Record of Completion. 2002 Edition JOT - -72=3 TC 4 �I Means of transmission of signals from the pratected premises. to the central station: McCulloh Multiplex One -way radio Digital alarm communicator Two-way radio Others Means of transmission of alarms to the public fire service communications center: (a) (b) System location: NFPA 72, Chapter .9 — Auxiliary Indicate type of connection: Local energy Shunt Parallel telephone Location of telephone number for receipt of signals: 2. Record of System Installation (Fill out after installation is complete and wiring is checked for opens, shorts, ground faults, and improper: branching,: but prior to conducting operational acceptance tests.) ob This system has been installed in accordance with the NFPA standards as shown below, was inspected by on includes the devices shown in 5 and 6, and has been in service since X NFPA 72 Chapters Ol 02 3 4 5 6 7 8 9 10 11 (circle all that apply) !� NFPA 70, National Electrical Code, Article 760 Manufacturer's instructions _ Other (specify): Signed: Date: Organization: 3. Record of System Operation Documentation in accordance with Inspection Testing Form, Figure 10.6.2.3, is attached _ All operational features and functions of this system were tested by and found to be operating properly in accordance with the requirements of- NFPA 72, Chapters (D1 go0 5 6 7 8 90 11 (circle all that.apply) X NFPA 70, National Electrical Code, Article 760 Manufacturer's instructions Other (specify): Signed: Date: Organization: 4. Signaling Line Circuits Quantity and On nQ- of signaling line circuits connected to system (see NFPA 72 Table 6.6.1): Quantity: 1 Style: Class: I FIGURE 4.5.2.1 Continued 2002 Edition (NFPA 72, 2 of 4) FUNDAMENTALS OF FIRE ALA W SYSTEMS — 5. Alarm- Initiating Devices and Circuits Quantity and class of initiating device circuits (see NFPA 72, Table 6.5): . Quantity: Style: Class: 1VLANUAL (a) Manual stations Noncoded Transmitters Coded Addiessable� ' (b) Combination manual fire alarm and guard's tour coded stations AUTOMATIC Coverage: Complete Partial _ Selective Nonrequired \/ (a) Smoke detectors Ion Photo Addressable 7� (b) Duct detectors L Ion Photo Addressable (c) Heat detectors FT RR FTlRR. RC Addressable (d) Sprinkler waterflow indicators: Transmitters —4 Nonc de Coded — — Addressable�� (e) The alarm verification feature is disabled or enabled , changed from seconds to seconds. W Other (list): 6. Supervisory Signal- Initiating Devices and Circuits (use blanks to indicate quantity of devices) GUARD'S TOUR (a) Coded stations . (b) Noncoded stations (c) Compulsory guard's tour system comprised of transmitter stations and intermediate stations Note: Combination devices are recorded under 5(b), Manual, and 6(a), Guard's Tour. SPRINKLER SYSTEM Check 'f provided (a)RValve supervisory switches (b) Building temperature points (c) Site water temperature points (d) Site water supply level points Electric fire pump: (e) Fire pump power - (f) Fire pump running (g) Phase. reversal Engine -driven fire pump: (b) Selector in auto position (i) Engine or control panel trouble (j) Fire pump rimming ENGINE- DRIVEN GENERATOR: (a) Selector in auto position (b) Control panel trouble (c) Transfer switches . (d) Engine running Other supervisory function(s) (specify): . FIGURE 4.5.2.1 Continued (NFPA 72, 3 of 4) 2002 Edition 7. Annunciator(s) Number:. Typ )d Location: LC 8. Alarm Notification Appliances and Circuits NFPA 72, Chapter =Emergency Voice/Alarm Service Quantity of voice/alarm channels: Single: Multiple: Quantity of speakers installed: Quantity of speaker zones: Quantity of telephones or telephone jacks included in system: Quantity and class of notification appliance circuits connected to system (see NFPA 72, Table 6.7): Quantity:-- tT_ Style:. _.Class: Types and quantities of notification appliances installed' 7. (a) Bells With Visible (b) Speaket; With Visible (6) H: o' ins With Visible , (d) Chimes With Visible (e) Other: With Visible M Visible appliances without audible: 9. System Power Supplies (a) Fire Alarm Control Panel: Nominal voltage: C9 4 VCLO—) Current rating- Overcurrent protection: Type: Current rating: Location: W Secondary (s Storage batti�r:y: Amp-hour rating: q "12 Y UGC Calculated capacity to drive system, in hours: 94 Engine-driven generator dedicated to fire alarm system: Location of fuel storage: (c) Emergency system used as backup to primary power supply: Emergency system described in NFPA 70, Article 700: 10. Comments Frequency of routine tests and inspections, if other than in accordance with the referenced NFPA standard(s): System deviations from the referenced NFPA standard(s) are: (signed) for installation contractor/supplier (title) (date) (signed) for alarm service company (Iftie) (date). (signed) for central station (title) (date) Upon completion of the system(s) satisfactory test(s) witnessed (if required by the authority having jurisdiction): (signed) representative of the authority having jurisdiction (tide) (date) (NFPA 72,4 of 4) IFIGURE 4.5.2.1 Continued 2002 Edition HAZARDOUS MATERIALS STATEMENT Yes _ No Will the applicant or future occupant handle hazardous material or a mixture containing a hazardous material equal to or greater than the amounts specified on the list of extremely hazardous substances? See checklist for guidelines. _ Yes — No Will the proposed building or modified facility be within 1000 feet of the outer boundary of a school? —Yes—No Will the intended use of the building by the applicant or future building occupant require a permit for construction or modification from the Kern County Air Pollution Control District ( KCAPCD) or from the Bakersfield Fire Dept? See checklist for guidelines. —Yes—No I have read the Hazardous Material Guide and KCAPCD Permitting Checklist. 1 understand my requirements under the Calif. Health and Safety Code Sec 9 a d f Govt Sec 65850 and the requirements of the City of Bakersfield Fire Dept. regarding hazardous materials �? �/ �/ z fi_�t r g .w F ���, �:Ph /� �_ �V Date `o Owner or Authorized Agent` ,��,1.,} ,. ,,.,, _ a z� ,.:�_.., fi,i�w t one No. DECLARATIONS: The declarations below are mandated by the State of California under Section 19825 of the Health and Safety Code. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of the Division 3 of the Business and Professions Code and my license is in full force and effect. Lic. Class Lic. No. Exp. Date Contractors Signature Date OWNER- BUILDER DECLARATION ` I hereby affirm that under penalty of perjury that I am exempt from the Contractors License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 or the Business and Professions Code) or that he or she is exempt there from and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)): I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044 Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner- builder will have the burden of proving that he or she did not build or improve for the purpose of sale). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044 Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon and who contracts for such project with a contractor(s) licensed pursuant to the Contractor License Law). I am exempt under Sec. B. & P. C. for the reason 'fl" 3�' -�:�E, i rm E �✓ a-- �siTYki % p3Y' RE fR *:*P, t i @ i KS, Owner Signature a` L �� x � �F 1 }» E i �W 28 °G "�`N �l } S" d �.a � �. 0' a:A Date WORKERS COMPENSATION DECLARATION I hereby affirm that under penalty of perjury one of the following declarations: Carrier I have and will maintain a certificate of consent to self- insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Policy No. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code. 1 shall forthwith comply with those provisions. Applicant: Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000) IN ADDITION TO COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097 Civ. C.) Lenders Name Lenders Address I certify that I have read this application and state that the information contained herein is correct. I agree to comply with all city ordinances and state laws relating to building construction and hereby authorize representatives of the city to enter the above mentioned property for inspection purposes. a- tgna ure o Applicant Agent �tra � =� . e- — — - -- CONSTRUCTION PERMIT Application Number . . . . . Property Address . . . . . . ATN (11 Digits): Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Application valuation . . . . 1 Owner TURNING POINT FOUNDATION TR P 0 BOX 7447 VISALIA CA 93290 BAKERSFIELD FIRE DEPARTMENT PREVENTION SERVICES R S P I n 1501 TRUXTUN AVENUE, 1sT FLR FIBS BAKERSFIELD, CA 93313 4 .. r Office Phone: (661) 326 -3979 08- 10000274 Date 10/06/08 1101 UNION AVE 009 - 502 -09 -00-9 FIRE DEPT 0 Contractor --------------- --- - -- - -- OWNER ---------------------------------------------------------------------------- Permit . . . . . . FIRE SUPPRESSION >30000 Additional desc . . Phone Access Code . 851394 Permit Fee . . 362.04 Plan Check Fee 362.04 Issue Date . . . . 10/06/08 Valuation . . . . 0 Expiration Date . . 4/04/09 ---------------------------------------------------------------------------- Fee summary Charged --- Paid - -- - Credited - -- --- - - - - - -- ---- Due - - ---- - ----- ----- - - - - -- Permit Fee Total ---- - - - - -- 362.04 362.04 .00 .00 Plan Check Total 362.04 362.04 .00 .00 Grand Total 724.08 724.08 .00 .00 CALL FOR INSPECTION (661) 326 -3979 Please state the Permit Number, the Job address, and the Type of Inspection. Requests for inspections should be made at least 48 hours in advance. DECLARATIONS Permit is issued in accordance with all applicable Federal, State and Local Ordinances. The permittee has properly signed and dated the reverse side of this form. This Permit expires after180 days of inactivity. I have reviewed the above application, and find it to be correct /complete. Permittee: Date: X X X x x x 13 x14 x16 x18 x 20 12 x 12 14 x 14 16 x 16 18 x 18 20 x 20 12 x 12 14 x 14 16 x 16 18 x 18 20 x 28 17 x 13 14 x 14 i6 x 16 16x 18 lox 18 16x20 ,7�- ? 12 x 12 14x 14 16 x 16 16X 18 16x20 13 i 17 12 156 Re i 156 . y s Model 1: 1 rti 173 16 11 156 173 is 11 156 175 19 11 K =4.9 ti 4 5: r . t ,µ. Model F1 r. 1 l K =4.9 F d w X X X x x x 13 x14 x16 x18 x 20 12 x 12 14 x 14 16 x 16 18 x 18 20 x 20 12 x 12 14 x 14 16 x 16 18 x 18 20 x 28 17 x 13 14 x 14 i6 x 16 16x 18 lox 18 16x20 ,7�- ? 12 x 12 14x 14 16 x 16 16X 18 16x20 13 i 17 12 156 175 12 1 156 175 14 11 136 173 16 11 156 173 is 11 156 175 19 11 135 175 156 175 156 175 155 175 20 Hj/di'BUI�C SUfY1f11a1'j/ „„ Job Number: BUILDING A Report Desmi on: Residential - 7 77, _ _ ^D . ja faro r BUILDING A aipe nobno MIKE BOYANCE Job to ante TURNING POINT frtua C- 15534844 Addrm ' 1101 UNION AVE *U CITY OF BAKERSFIELD FIRE DEPT Adds x Job es BUILDING A ch BAKERSFIELD sW. CA z4cade Did tp ram. TURNING POINT.cad Remote” root oat 4.9 K- Factor 13.00 at 7.039 Donvo y Manually Calculated Jab 800 He Aleectee Af Bouoe 100.00 DNMV NA AreeefAPPkWm NA AdcOarlHm suoPwee Fl4tIYl,9&D) Modw of fteHdm Cdndmd 2 comeoe Pa a"M NA AtrPedt Reeur: Pnmm Fa RetndAAn*i0 i 'Ta MeatR—aftAm ToW Hew Skown 100.00 8ydw Plow DenW 26.22 ToWwetw R"uWW Wdlnp Hc"Mw eace) 126.22 Mo, P� Wnls In Laepe 0.000 Mw*w"Velowq Abe QmurW 14.02 between nodes 24 and 28 Mte, VebegtUwwQrww 0.60 between nodes 3 and 2 Vok"eepte.. ef.Vetp4m 873.18ga1 V1hme cWw*1c(MYp0" Supplies. Y. f� Node Hose Flow Static Residual Flow m Available Total Demand Required i Safety Margin 1 100.00 57.600 1 32.400 1729.80 1 57.401 128.22 46.083 1 11.318 Contre_ctor -_- - - -' caMSbrHurriar... 21 Cara Neer MIKE BOYANCE Catret Ttle DESIGNER Nt of Cadnela: CONTROL FIRE PROTECTION INC PAate 661-M-1681 6da�rm Addtw, 1347 OGDEN ST FAX 661- 322 -4128 Ad*%w2 e+od cb BAKERSFIELD S" CA aPCede 933D5 w.b•ar fig, 0 M.E.P.CAD, Inc. kj AutoSPRINK® VR7 v7.1.7 0910812008 12:02:08PM Page 2 HydraulicOvervew ' Job Number: BUILDING A , ,t Report Description: Realdential NWabr BUILDING A Er 0 MIKE BOYANCE Job fim ; FAX TURNING POINT 66122 -1681 Adds t StWCwdko6wVtk Nurr*w 1101 UNION AVE C -15 534644 Add. t AN CITY OF BAKERSFIELD FIRE DEPT uq sed, zipcod. Arb Bb BAKERSFIELD CA BUILDING A onwly AmofAPVlerlen NA NA Mod n spww nd. Nor SVOW. 4.9 K -Factor 13.00 at 7.039 100.00 cwwap Pw %*"w A w Ofepkftm CWcWdbd NA 2 8'drn pfflu rp sywn Flow owr rd 46.083 26.22 Tobi O Prams Road 126.22 @ 46.083 +11.318 (19.7%) CheCle ^.P�nt�Ga '� t N2dj Flow(gRm) Hose Flaw(oom) ReslduaHosl) W201ff Pressure(osD K- Factor(K) Floggw) 1 1729.80 100.00 57.600 32.400 TURNINGPOINT- ad.F,;,., .,,_. ,>` , :,:: , :Su ifNode;f 1729 .8051.00:00';51.800'32400,', 100 90 80 70 60 t�12',Q tic Pressure 57. , 48. 6.22 with hose Wea n. v m demand curve 1729.80 C 32.40 20 10 0 jV%W 800 1000 1200 1400 1600 1800 2000 Water flow, gpm & 0 M.E.P.CAD, Inc. M AutoSPRINK® VR7 v7A.7 09/08/2008 12:02:02PM Page 1 Hydraulic Calculations for: Project Name: TURNING POINT Location 1101 UNION AVE, BAKERSFIELD, CA Drawing Name: TURNING POINT.cad Design Remote Area Number: Occupancy Classification: Manually Calculated Calculation Date: 9/82008 Density: NA Area of Application: NA Coverage per Sprinkler: NA Type of sprinklers calculated: Pendent No. of sprinklers calculated: 2 Type of System: Volume of Dry or PreAction System: In -rack Demand: N/A gpm at Node: WA Hose Streams: 100.00 at Node: 1 Type: Allowance at Source Total Water Required: 126.22 @ 46.083 including Hose Streams Name of Contractor: CONTROL FIRE PROTECTION INC Address: 1347 OGDEN ST, BAKERSFIELD, CA 93305 Phone Number: 661- 322 -1681 Name of designer: MIKE BOYANCE Authority Having Jurisdiction: CITY OF BAKERSFIELD FIRE DEPT Notes: Automatic peaking results Left: N/A Right: N/A &* M.E.P.CAD, Inc. dJ AutoSPRINK®VR7 % 09/08200811:46:22AM Page 1 INS, Uf11f17AN.Of QUwmil D6YIC8S:;. t. • . .. `_ I Job Number. BUILDING A Job Name: TURNING POINT Remote Area Number: Date: 9/8/2008 Supply Analysis Node Static (PSI) Residual Flow (PSI) (gPm) Available Total Dernand (PSI) (gPm) Required Pressure (PSI) 1 57.600 32.400 1729.80 57.401 126.22 46.083 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (PSI) Discharge at Node (gPm) Notes 24 17-0 25.893 28 17-0 8.569 72 17-0 38.116 2 -3-0 46.056 73 11-0 44.318 74 17-0 39.048 3 -3-0 46.080 101 la-1 Sprinkler 7.039 13.00 102 10' -1 Sprinkler 7.274 13.22 &C M.E.P.CAD, Inc. 15 AutoSPRINKS VR7 v7.1.7 09108/2008 11:46:48AM Page 3 Job Name: TURNING POINT Remote Area Number: Pipe Information Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter) - Factor Balv Ball Valve C Cross Flow Turn 90' CV Check Valve E 90' Elbow Ee2 2235' Elbow FDC Fire Department Connection fig Flange 9 Gauge Ho Hose Hyd Hydrant Noz Nozzle PIV Post Indicating Valve PrV Pressure Relief Valve sCV Swing Check Valve T Tee Flow Turn 90' WIrF Wlrsbo AngV Angle Valve BFP Backflow Preventer cplg Coupling DeIV Deluge Valve EE 45' Elbow f Flow Device fE 90' FlreLock(TM) Elbow FN Floating Node GloV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In PO Pipe Outlet red Reducer /Adapter Spr Sprinkler Tr Tee Run WMV Water Meter Valve Date: 9/8/2008 Value Of C 100 130 140 15O MuRlplyina Factor 0.713 1.16 1.33 1.51 b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11'/.° Elbow id Flex Drop ME 45' Firel.ock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PRV Pressure Reducing Valve S Supply St Strainer U Union Z Cap &Q M.E.P.CAD, Inc. Ifl AutoSPRINKM VR7 v7.1.7 09/0812006 11:46:59AM Page 5 Job Name: TURNING POINT Remote Area Number: Date: 9/8/2008 Pipe Information Node 1 Elev 1 (Foot) K- Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Len h 9t (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Devlce (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual 1D Total (Foot) FrictionpQ 101 10' -1 4.9 13.00 014 (See Notes) 11' -1'r4 150 7.039 " "' Route 1 ..... Sprinkler, 2T(3-0), E(T -0), Tr(V-0) 14-0 0.094407 -0.840 28 17-0 0.8740 25' -1'A 2.371 28 17-0 03/. (See Notes) 44-1 % 150 8.569 3Tr(1' -0), T(3' -0) 6-0 0.345564 24 17-0 26.22 0.8740 `'C-1 K 17.324 24 17-0 1 (See Notes) 89-10% 150 25.893 9Tr(1' -0), 2T(5' -0) 19-0 0.112249 72 17 0 26.22 1.1010 108' -1034 12.223 72 17-0 1 (See Notes) 7-4 120 38.116 E(7 -0) 7-0 0.214682 74 17-0 26.22 1.0490 4,-4 0.932 74 17-0 1+/4 111-0 120 39.048 0.045584 4.769 73 11-0 26.22 1.4420 111-0 0.501 73 1'-0 4 (See Notes) 4-0 150 44.318 E(19' -2%) 15 -2% 0.000160 1734 2 -0'-0 26.22 4.2300 , 23'-2x4 0.004 2 -a-o 4 (See Notes) 111' -0'f 150 46.056 2E(19'-2%) 38' -5 0.000160 3 -0'-0 26.22 4.2300 149-8'% 0.024 3 -3-0 8 (See Notes) 243'-7 120 46.080 Supply T(34' -1134) 34-11% 0.000011 1 -3'-0 26.22 7.9800 278' -7 0.003 46.083 Total(Pt) Route 1 102 10 -1 4.9 13.22 0' /. (See Notes) 8 -1134 150 7.274 ..... Route 2 Sprinkler, E(T -0), 2T(3' -0) 13-0 0.097317 -0.840 28 17-0 0.8740 21' -11 % 2.136 8.569 Total(Pt) Route 2 &@ M.E.P.CAD, Inc. �,5 AutoSPRINK® VR7 v7.1.7 09/08/2008 11:46:59AM Page 4 Job Name: TURNING POINT Remote Area Number: 10C 8C 70 60 50 CL 40 30 20 10 Hydraulic Graph N 1.85 Date: 9/8/2008 &C9M.E.P.CAD, Inc. 800 1000 12� 1400 Flow - gpm AutoSPRINK® VR7 v7.1.7 1600 0908f2008 11:47:11AM 1800 Page 6 2000 Supply Summary Sheet Node: 1 Avail" 126.22 Pressure Supply 57.600 57.401 126.22 22 46.083 with Hose Allowance at Source 1729.80 32.400 ystem demand curve &C9M.E.P.CAD, Inc. 800 1000 12� 1400 Flow - gpm AutoSPRINK® VR7 v7.1.7 1600 0908f2008 11:47:11AM 1800 Page 6 2000 Job Number: BUILDING C 2ND FLOOR Rewd DescHDtlon: Residential - Jae w.ob.. D Dostn Er*Y Job Nw : F 681 -322 -1681 FAX Adds , s sd.cwwkdbwU=�Hurbw Add a 2 A Aw CITY OF BAKERSFIELD FIRE DEPT CRY s srr 2ipcodo J Jobst. Dwaq A An.MAppkmkn Mad Dwnw%*V sWWft, Dam H Hon str n C—repo Prsp*ww K Kariw Cfsp ftm C*Wd*d &/IWM P wuo Dwnsd s syWm Fbn Dwr.ra Tad Dwnww P Pnoaoo Rmd Check f?okrt Ng Hose FWaRm) B"I I Identifier Pressure(pW) K- Factor(K) F(gRm). TURNING.POINT cad .::': . .1729;80, 100 OOj 57:600; 32 400 ® 7 2000 100 90 80 32 20 10 0 Jf%oo 800 1000 1200 1400 1600 1800 2 0 M.E.P.CAD, Inc. TIN AutoSPRINK® VR7 v7.1.7 09/17/2008 10:55:22AM Page 1 Summary Of Outflow�ng Devicest Y , u Job Number. BUILDING C 2ND FLOOR Report Description: Reeide &l Q& 0 M.E.P.CAD, Inc. p §j AutoSPRINK® VR7 v7.1.7 09117/2008 10 :55:38AM Page 2 ���� Node Analysis '' Job Number: BUILDING C 2ND FLOOR Report Description: Residential Node E Elevation oot F Filltings P Pressure D Discha 101 1 10' -1 S S r 0 0.000 S S do 24 1 17-0 T T S-0 0 0.000 S Sprin 29 1 17-0 T T(6-0) 0 0.000 S Sprinkle 28 1 17-0 T T T-0 0 0.000 S Sprin1der 102 1 10' -1 S Spr 0 0.000 S S rin 64 1 17-0 T T S-0 0 0.000 S Sprinkler 7 77 1 17-0 0 0.000 S Sprin 72 1 17-0 0 0.000 S Sprinkle 2 4 4-0 E E 19-234 0 0.000 S Sprinlder. 73 1 11-0 0 0.000 S Sprin 74 1 17-0 E E(4-0) 0 0.000 S Sprin 3 - -3'-0 E E(19-2%) 0 0.000 S Sprin 10 0 0'-6 3 35.984 S Sprinlder 81 1 18' -7 E E 4' -1134 2 27.945 S Sprinider 11 - -3'-0 T T '- 1134 3 37.509 S S rin 1 4 4-0 E E(119-0) 3 37.513 S Sprinkler 7 7 0 0'-6 0 0.000 S Sprinider 75 8 8' -7 0 0.000 S Sprin1de 78 1 18' -7 0 0.000 S S rinkie 98 8 8' -7 P PO S-0 0 0.000 S Sprinkler 9 99 8 8' -7 P PO S-0 0 0.000 S S rin 193 1 18' -7 E E 7-0 2 26.145 S Sprin 195 1 18' -7 T T S-0 0 0.000 S Sprinkle 197 1 18' -7 E E Z-0 0 0.000 S SprinIder 251 8 8' -7 S Spr 0 0.000 S Spdnlder 250 8 8' -7 S Spr 0 0.000 S S rin 106 8 8' -7 T T(6-0) 0 0.000 S S do 252 V V -7 S S r 0 0.000 S Spri 253 8 8' -7 S Spr 0 0.000 S Sprinider 404 1 18' -7 S Spr 0 0.000 S Sprinider 405 1 18' -7 S Spj 0 0.000 S Sprinkler 4 407 1 18' -7 S SpE 0 0.000 S S rin 406 1 18' -7 S Spr 2 26.145 S Spri 182 1 18' -7 E E 7-0 1 19.402 S SprinidsO 312 1 18'-6 0 0.000 S Sprinided 313 1 18' -7 0 0.000 S S rin 432 1 16-6 S S - 15.000 1 15.000 1 17. 180 1 18' -7 S S r - 16.326 1 16.326 1 17.7 0 M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 09/17/2008 10:55:43AM Page 3 ± Hydraulic Analysis . Job Number: BUILDING C 2ND FLOOR Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Eq. Length Total Length Summary a...... Roixte I ..... BL 1.0490 Q =17.04 6.33 C =120 0.096772 13' -11' Pf 1.351 432 180 18'-0 18' -7 q=17.04 K=4.4 15.000 16.326 Spr(- 15.000) 13'-11' Pe PV -0.025 BL 1.0490 0=34.82 12.93 C =120 0.362950 6' Pf 3.087 180 182 18' -7 18' -7 q =17.78 K=4.4 16.326 19.402 Spr(- 16.326) E 7-0 7 8 Pe Pv -0.011 CM 1.6820 Q =34.82 5.03 C =120 0.036413 204' -11 Pf 8.543 182 81 18' -7 18' -7 19.402 27.945 2T 9' -11 , 2LtE 7-535 , E 4-11' 29-8' 234-7M Pe Pv FR 2.1570 Q =34.82 3.06 C =120 0.010844 18' -1 Pf 0.196 81 10 18' -7 0'-6 27.945 35.984 18' -1 Pe PV 7.843 UG 4.2300 Q =34.82 0.79 C =150 0.000270 T -10' Of 0.007 10 11 0'-6 -3'-0 35.984 37.509 E(19-2%) 19' -2' 27' -1 Pe Pv 1.517 UG 7.9800 0=34.82 022 C =120 0.000019 201' Pf 0.004 11 1 -3'-0 -0'-0 37.509 37.513 E IU-0 18' 219 Pe Pv UG 6.0900 Q =34.82 0.38 C =150 0.000046 5'- Pf 0.000 1 4 -0'-0 7-6 37.513 35.129 S 5' Pe Pv -2.384 Equh!alent.Pipe Lengths bf .Vatves'and.F,fltings (C =120 on a. Actual Inside Diameter \ 487 Schedule 40 Steel Pipe Inside Diameter J = Factor C Value;Multiplier Value Of C 100 130 140 M Factor 0.713 1.16 1.33 150 1.51 fla.6i M F P_CAD Inc 2 ALMRPRINKO VR7 v7 17 09/17/2008 10:55:51AM Paoe 4 111 AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction lose MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Flex Drop ST Stand Pipe Pe UG Underground PV Pn Inch Foot gpm gpm PSI Foot psl/Foot Hazen - Williams Constant Total pressure at a point in a pipe Normal pressure at a point In a pipe Pressure loss due to friction between points Pressure due to elevatlon difference between Indicated points Velocity pressure at a point in a pipe & 0 M.E.P.CAD, Inc. NJ AutoSPRINKS VR7 V7.1.7 Job Number: BUILDING C 2ND FLOOR Report Description: Residential Eq. Length I Surn nary Total Length ALV Alarm Valve AngV Angle Valve b Bushing BaIV Bell Valve BFP Backflow Preventer BV Butterfly valve C Cruse Flow Turn 90° cpig Coupling Cr Crow Run CV Check Vahre DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11 V4 Elbow Ee2 22%* Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FlreLock(TM) Elbow fEE 45° FireLock(TM) Ebow fig Flange FN Floating Node fT FlreLoclk(TM) Tee 9 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 WlrF Wirsbo WMV Water Meter Valve Z Cap 09/17/2008 10:55:51AM Page 5 & 0 M.E.P.CAD, Inc. a AutoSPRINK® VR7 v7.1.7 09/17/2008 10:55:58AM Page 6 Hydraulic Graph _: Job Number: BUILDING C 2ND FLOOR _..:: Report Description: Resider fa! Supply at Node 4 100 60 70 60 Static Pressure 57.600 50 40 82 134.82 35.129 with hose stream 1729.80 32.400 30 em demand curve 20 10 ................. 0 00 800 800 1000 1200 1400 1800 1800 2000 400 Water flow, gpm Supply at Node 4 acrIC pf. . 57.600 ReWdak Prom" 1729.80 Q 32.400 A1VWbWPww QTkwaT.a 57.376 @ 134.82 POMMo.m.w 34.82 0 35.129 sIdwbw.— cnOxalImAk�M) 134.82 @ 35.129 & 0 M.E.P.CAD, Inc. a AutoSPRINK® VR7 v7.1.7 09/17/2008 10:55:58AM Page 6 & 0 M.E.P.CAD, Inc. b.8 AutoSPRINK® VR7 v7.1.7 09/17/2008 10:56:05AM Page 7 BILLING & PERMIT STATEMENT PERMIT # �Jltr_ ARrm r BAKERSFIELD FIRE DEPARTMENT Prevention Services 1600 Truxtun Avenue, Suite 401 Bakersfield, CA 93301 Phone: 661- 326 -3979. Fax: 661 - 852 -2171 M2021 (Rev 06/07) 1 - ORIGINAL WHITE (Treasury) 1- YELLOW (File) i -PINK (Customer) SITE INFORMATION LOCATION OF PROJECT 1 }1 t , „ „ JDd /� ` (•J H PROPERTY OWNER I, R � � � K STARTING DATE COMPLETION DATE NAME PROJECT NAME ADDRESS PHONE NO. PRO]ECTADDRESS CITY >Ak_'ERSFIE(_D STATE CA ZIP CODE • • R INFORMATION CONTRACTOR NAME CA LICENSE NO. �o`%RrfC� 34(6411- TYPE OF LICENSE. EXPIRATION DATE - I o PHONE 2-1(0 CONTRACTOR COMPANY NAME 2 FAX NO . 2 — 4 +Z ADDRESS CITY 13 9' 0G9 5 7— g 966; E• c ZIp CODE uL or All permits must be reviewed, stamped, and :approved PRIOR TO BEGINNING WORK. ■ ■ ❑ Alarm - New & Modification - (Minimum Charge) $280 ■ ■ • 84 98 ❑ Over 10,000 sq ft $0 .028x sq ft ■ ■ 84 98 ❑ Sprinkler - New & Modification (Minimum Charge) $280 ■ ■ 84 98 Over 10,000 sq ft 'Z5 $ ! (O $0 .028x sq ft C Sy r7 Z- 08 98 ❑ Minor Sprinkler Modification ( <10 heads) $96 (Inspection only) ■ ■ 84 98 ❑ Commercial Hood (New & Modification) $470 ■ 84 98 ❑ Additional hoods $58 ■ ■ 84 98 ❑ Spray Booth (New & Modification) $470 ■ ■ 84 98 ❑ Aboveground Storage Tank (Installation /One Inspection) $180 ■ 82 ❑ Additional Tank $96 ■ 82 • Aboveground Storage Tank (Removal /Inspection) $109 ■ 82 • Underground Storage Tank (Installation /Inspection) $878 (per tank) ; 82 • Underground Storage Tank (Modification) $878 (per site) , 82 • Underground Storage Tank (Minor Modification) $167 ■ 82 • Underground Storage Tank (Removal) $573 (per tank) ■ 84 • Oil well (Installation) $96 ■ 84 ❑ Mandated Leak Detection (test) /Fuel Monit Cert/SB989 NOTE: $96 for each type of test /per site even if scheduled at the same time $96 (per site) ■ 82 • Tent $96 (per tent) ■ 84 ❑ After -hours Inspection fee $121 ■ • Pyrotechnic (per event, plus insp fee of $96 /hr) $96 + (5 hrs min standby fee /inspection) =$576 84 • Re- inspection /Follow -up Inspection $96 (per hr) ; 84 • Portable LPG (Propane): # of Cages? $96 ■ 84 • Explosive Storage $266 ■ 84 • Copying & File Research (File Research Fee $34 per hr) $0.25 per page ■ 84 ❑ Miscellaneous 84 M2021 (Rev 06/07) 1 - ORIGINAL WHITE (Treasury) 1- YELLOW (File) i -PINK (Customer)