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18-50043693, SAAB Barracuda Sprinkler Rev
Harnett C0 U N T Y Physical Address of Project: IL- - IL11/14J074)"i NC 75 -Lf& ---- ---------- ---- - ---- - --- ------- ------ Plans Submitted By: _Keveto W 4.--b CtL- Project Phone: (jpo )- s - 9 -S-I& Contact Person/Address: czec Contact Phone: ( qfG )-�L - j -76D )- Contractor's \:-11110/111fo: conti-actor's Phone: ( q(G-3S —L- L -76c 0 Plans that are submitted will be reviewed as quickly as possible with an average time of revie-,v between 7-10 working (lays. Status checks may be conducted on plan reviews by visiting the website litti)://hteweb.harnett.or2/Click2Go-*,BP/Index.isl) or by calling the Harnett County Central Permitting Office (910-893-7525, Option #2), or the Harnett County Fire -Alarshal's Office (910-893-7580). ® Approved plans must be picked up from the Central Permitting Office and tn' all fees paid before any required inspections can be conducted. Harnett C 0 U N T Y c SWVKOS bapartmwt Plan Review. Inspection,. and Permit Fees Application dumber 18-50043693 $100.00 ❑ DRB Major Sub Division Prelim Site Plans $ - $200.00 ❑ Explosive Material (90 Days) $ - $100.00 ❑ Explosive Materials (72 Hours) $ - $100.00 ❑ Fireworks Public Display $ - $50.00 ❑ Final Inspection $ - $35.00 +$2.00 per device ❑ Fire Alarm Testing $ - $35.00 + $2.00 per nozzle ❑ Fixed Fire Suppression $ - $75.00 ❑ Insecticide Fog/Fumigation $ - $100.00 ❑ Pipe Test/UST/AGST $ - $50.00 ❑ Plans up to 5000 sq ft $ - $100.00 ❑ Plans 5001 sq ft to 10,000 sq ft $ - $150.00 ❑ Plans 10,001 sq ft to 25,000 sq ft $ - $250.00 ❑ Plans 25,001 sq ft and over $ - $35.00 + 2.00 per head El Sprinkler Certification Test $ 35.00 $50.00 ❑ Standpipe Testing $ - $50.00 ❑ Special Assembly (ie. amusement buildings, carnivals, fairs) $ - $75.00 ❑ Tents/Canopies/Air Supported Structure $ - $100.00 ❑ Tank Installation (charge for each tank) $ - $100.00 ❑ Tank Removal (charge for each tank) $ - 10 Total Devices/Heads $ 20.00 Total S $ 55.00 Code Enforcement Official D. Banks Wallace 5/18/2018 Harneft COUNTY Y WWWAwriettorg Re: SAAB Barracuda 608 E. McNeil St. Lillington, NC 27546 Application Number 18-50043693 Mr. Wilder, Thank you for submitting the sprinkler system plans for SAAB Barracuda. The plans have been carefully reviewed by a qualified code enforcement official to examine for compliance with the North Carolina Fire Prevention Code and all other fire protection regulatory documents. There are some items that were found during the plan review process that need to be addressed before a final inspection of the new facility can be given. These items are outlined and described below. ® Plan Review Comments to Contractor. o Installation of the sprinkler system shall be per contract specifications and NFPA 20013 edition. o Provide an FDC detail on the plans, also, the type and size indicated. o Provide hydraulic design data plate, spare sprinklers and wrench cabinet, and approved signage at final inspection per NFPA 13. 901.2.1 Statement of Compliance o Before requesting final approval of the installation, where required by the fire code official, the installing contactor shall furnish a written statement to the fire code official that the subject fire protection system has been installed in accordance with the manufacture's specifications and the appropriate installation standard. Any deviations from the design standards shall be noted and copies of the approvals for such deviations shall be attached to the written statement. 903.2.6.1 Dry Pipe System o When dry -pipe sprinkler systems are installed, upon activation a full flow of water shall be delivered to the most remote point of the system in no more than Harneft t A, WWWfiWr.QftxrS 60 seconds. Provide further design details and information on amended sprinkler drawings for quick opening device to meet the above requirement. ® 903.4 Sprinkler system monitoring and alarms o All valves controlling the water supply for automatic sprinkler systems and water -flow switches on all sprinkler systems shall be electrically supervised according to the NC State Fire Code. 901.5 Installation acceptance testing o All piping and attached appurtenances subjected to system working pressure shall be hydrostatically tested at 200 psi or 50 psi in excess of the system working pressure, whichever is greater, and shall maintain that pressure without loss for 2 hours. This test is required to be witnessed by a representative from the Harnett County Fire Marshal's Office. o A contractor's material and test certificate shall be furnished by the trained representative of VSC Fire & Security before approval. o A piping and hanger inspection is required before closure of ceiling system(s). o A sprinkler final inspection is required at completion of project. o Schedule all inspections with the Fire Marshal's Office. o (910) 984-4003 ® 912.4 Fire Department Connection Signage o Automatic sprinkler, test connection and standpipe signs to be properly installed. Thank you again for submitting the plans for the expansion and renovations. Please review the plans and adhere to any notes and alterations that were made in addition to the original drawings. These remarks are for the plans that were submitted and its original intent. These remarks do not apply if the original intent changes or what was submitted on the above date changes. If you have any questions, please do not hesitate to call this office. Sincerely, A R 1 *0 it am imp MEN wirl D. Banks Wallace Chief Deputy Fire Marshal Carolina Fire Protection, Inc. P.O. Box 250 Phone: (910) 892-1700 Dunn, NC 28335 Fax: (910) 892-7322 Transmittal Letter This correspondence may contain confidential information intended for the use of the individual or entity to whom it is addressed if the readeris not the intended recipient, or the employee or agent responsible to deliver it to the intended recipient, you are hereby notified that any dissemination or copying is strictly prohibited. ©ate 5-8-2018 To Harnett Countv Central Permittinq 108 E. Front Street a Lillington, NC 27546 Attention Plan Review — From Kevin Wilder Subject Saab Barracuda — 30'x40' Addition 608 E. McNeil St Lillington, NC # SETS7FP GES DESCRIPTION APPROVAL FOR YOUR USE INFORMATION RECORDS OTHER 3 1 Sprinkler — New Addition x 3 Hyd. Calculations x 1 Permit App. x MAILED FED EX UPS HAND DELIVERED Li I -LI ✓ PLEASE RETURN (1) COPY OF DRAWINGS MARKED WITH YOUR STAMP OF APPROVAL AND/OR COMMENTS REMARKS: CAROLINA FIRE PROTECTION, Inc. 4055 HODGES CHAPEL RD. DUNN, NC 28334 910-892-1700 Job Name 30x40 ADDITION Building 30x40 ADDITION Location 608 E. McNEIL ST. System Contract 18E248 Data File SB.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 RX W N 11 Z 0 U C) UJ �G 0 O Elf U a- -' o�-_O Q LL p U) z o L I Q 00 Co r X U (53, O Cq M (q O ted Ot(��— M N�N�7 N '0 � C 0a) -0a) cLL I co c O °EEEEp) ow CU a) a) a) co r a'� w co U) -'Cn ,T CN 04 OM cu MOOOZOcn E a) O O r O O d' N U r LO cq O r O < N Z 0 J LL 0 O O e- 0 Cl N co CO a) (n o to 2 o cn n Qa 0 tV O ° rr (A aa)) a) �CnofW Ll r p O aSNN N �UUU C) td) O V O M O N o O O o O O o o O o O (D U r r r r r r m m Cfl U) w w w w Pressure / Flow Summary - STANDARD CAROLINA FIRE PROTECTION, Inc. Page 4 30x40 ADDITION Date 5-8-18 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. S1 18.0 5.6 18.37 na 24.0 0.2 120 7.0 S2 18.166 5.6 18.41 na 24.03 0.2 120 7.0 S3 18.333 5.6 18.81 na 24.29 0.2 120 7.0 S4 18.0 5.6 19.22 na 24.55 0.2 120 7.0 S5 18.166 5.6 19.26 na 24.58 0.2 120 7.0 S6 18.0 5.6 18.9 na 24.35 0.2 120 7.0 S7 18.166 5.6 18.95 na 24.37 0.2 120 7.0 S8 18.333 5.6 19.36 na 24.64 0.2 120 7.0 S9 18.0 5.6 19.77 na 24.9 0.2 120 7.0 S10 18.166 5.6 19.82 na 24.93 0.2 120 7.0 1 17.417 19.59 na 2 17.417 19.74 na 3 17.417 20.27 na 4 17.417 20.48 na 5 17.417 20.64 na 6 17.417 20.15 na 7 17.417 20.3 na 8 17.417 20.84 na 9 17.417 21.07 na 10 17.417 21.23 na Al 17.417 21.8 na A2 17.417 22.42 na A3 17.417 27.01 na A4 20.0 40.59 na A5 20.0 40.73 na TOR 20.0 40.77 na BOR 1.0 49.03 na 250.0 TEST 1.0 49.35 na The maximum velocity is 14.39 and it occurs in the pipe between nodes A2 and A3 Computer Programs by Hydratec Inc. Revision: 50.52.1. Final Calculations - Hazen -Williams CAROLINA FIRE PROTECTION, Inc. Page 6 30x40 ADDITION Date 5-8-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 24.93 21.225 K Factor = 5.41 1 24.00 1.682 0.0 8.000 19.592 to 120.0 0.0 0.0 0.0 2 24.0 0.0184 0.0 8.000 0.147 Vel = 3.47 2 24.03 1.682 0.0 8.000 19.739 to 120.0 0.0 0.0 0.0 3 48.03 0.0660 0.0 8.000 0.528 Vel = 6.94 3 24.29 1.682 T 9.9 1.000 20.267 to 120.0 0.0 9.900 0.0 Al 72.32 0.1407 0.0 10.900 1.534 Vel = 10.44 0.0 72.32 21.801 K Factor= 15.49 4 24.55 1.682 0.0 8.000 20.485 to 120.0 0.0 0.0 0.0 5 24.55 0.0191 0.0 8.000 0.153 Vel = 3.54 5 24.58 1.682 T 9.9 7.000 20.638 to 120.0 0.0 9.900 0.0 Al 49.13 0.0688 0.0 16.900 1.163 Vel = 7.09 0.0 49.13 21.801 K Factor = 10.52 6 24.35 1.682 0.0 8.000 20.152 to 120.0 0.0 0.0 0.0 7 24.35 0.0188 0.0 8.000 0.150 Vel = 3.52 7 24.37 1.682 0.0 8.000 20.302 to 120.0 0.0 0.0 0.0 8 48.72 0.0678 0.0 8.000 0.542 Vel = 7.03 8 24.64 1.682 T 9.9 1.000 20.844 to 120.0 0.0 9.900 0.0 A2 73.36 0.1446 0.0 10.900 1.576 Vel = 10.59 0.0 73.36 22.420 K Factor= 15.49 9 24.90 1.682 0.0 8.000 21.069 to 120.0 0.0 0.0 0.0 10 24.9 0.0195 0.0 8.000 0.156 Vel = 3.60 10 24.94 1.682 T 9.9 7.000 21.225 to 120.0 0.0 9.900 0.0 A2 49.84 0.0707 0.0 16.900 1.195 Vel = 7.20 0.0 49.84 22.420 K Factor = 10.53 Al 121.45 2.635 0.0 15.000 21.801 to 120.0 0.0 0.0 0.0 A2 121.45 0.0413 0.0 15.000 0.619 Vel = 7.15 A2 123.19 2.635 2E 16.474 14.000 22.420 to 120.0 0.0 16.474 0.0 A3 244.64 0.1508 0.0 30.474 4.594 Vel = 14.39 A3 0.0 2.635 T 16.474 81.000 27.014 to 120.0 0.0 16.474 -1.119 A4 244.64 0.1507 0.0 97.474 14.694 Vel = 14.39 Computer Programs by Hydratec Inc. Revision: 50.52.1 Lillington Hydrant Flow Test By Hydrant Hydrant Number In "4311 020C ","4311 057 ","4311 157 " and Date Between {01/01/2016} And {12/31/2018} 4311 020C BEHIND SAAB/BARACUDA & AT FIRE DEPT CONNECTION MUELLER 3 WAY Date Static Residual Pitot Pitot 2 GPM 20 PSI 10 PSI 0 PSI 05/15/2017 84 62 62.00 0.00 1321 2351 2543 2723 079628 Farris, Stephan Michael 1061 1783 1920 2050 Avg: 1061 1783 1920 2050 Min: 0 0 0 0 Subtotal Flow Tests: 1 Max: 1321 2351 2543 2723 Avg: 1321 2351 2543 2723 4311 057 608 E MCNEILL ST & IN FRONT OF BAE SYSTEMS MUE 3 WAY Date Static Residual Pitot Pitot 2 GPM 20 PSI 10 PSI 0 PSI 09/26/2016 88 62 46.00 0.00 1138 1913 2060 2198 071895 Roberts, James L 11/02/2016 90 52 50.00 0.00 1186 1650 1773 1889 079628 Farris, Stephan Michael 04/16/2018 84 60 40.00 0.00 1061 1802 1949 2087 077697S Stephenson, Austin Brooks Min: 0 0 0 0 Subtotal Flow Tests: 3 Max: 1186 1913 2060 2198 Avg: 1128 1788 1927 2058 4311 157 608 E McNeill ST & Beside the gas meter MUE 3 WAY Date Static Residual Pitot Pitot 2 GPM 20 PSI 10 PSI 0 PSI 09/26/2016 88 62 40.00 0.00 1061 1783 1920 2050 071895 Roberts, James L Min: 0 0 0 0 Subtotal Flow Tests: 1 Max: 1061 1783 1920 2050 Avg: 1061 1783 1920 2050 Total Flow Tests: 5 05/07/2018 16:07 Page 1 * Scheduled Flow Test