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Home My WebLink About3_Sheetz - S Seabreeze Road - Fire Flow Report - 2025.07.22APPENDIX B 460 2018 NORTH CAROLINA FIRE CODE TABLE B105.2 REQUIRED FIRE-FLOW FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES For SI: 1 gallon per minute = 3.785 L/m. a. The reduced fire-flow shall be not less than 1,000 gallons per minute. b. The reduced fire-flow shall be not less than 1,500 gallons per minute. AUTOMATIC SPRINKLER SYSTEM (Design Standard)MINIMUM FIRE-FLOW(gallons per minute)FLOW DURATION(hours) No automatic sprinkler system Value in Table B105.1(2)Duration in Table B105.1(2) Section 903.3.1.1 of the International Fire Code 25% of the value in Table B105.1(2)a Duration in Table B105.1(2) at the reduced flow rate Section 903.3.1.2 of the International Fire Code 25% of the value in Table B105.1(2)b Duration in Table B105.1(2) at the reduced flow rate TABLE B105.1(2) REFERENCE TABLE FOR TABLES B105.1(1) AND B105.2 For SI: 1 square foot = 0.0929 m 2, 1 gallon per minute = 3.785 L/m, 1 pound per square inch = 6.895 kPa. a. Types of construction are based on the International Building Code. b. Measured at 20 psi residual pressure. FIRE-FLOW CALCULATION AREA (square feet)FIRE-FLOW(gallons per minute)b FLOW DURATION(hours)Type IA and IBa Type IIA and IIIAa Type IV and V-Aa Type IIB and IIIBa Type V-Ba 0-22,700 0-12,700 0-8,200 0-5,900 0-3,600 1,500 2 22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,601-4,800 1,750 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9,800 4,801-6,200 2,000 38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7,700 2,250 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750 70,901-83,700 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000 383,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250 97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 15,601-18,000 3,500 112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 18,001-20,600 3,750 128,701-145,900 72,401-82,100 46,401-52,500 33,501-37,900 20,601-23,300 4,000 4 145,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 164,201-183,400 92,401-103,100 59,101-66,000 42,701-47,700 26,301-29,300 4,500 183,401-203,700 103,101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750 203,701-225,200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 5,000 225,201-247,700 126,701-139,400 81,101-89,200 58,601-65,400 36,001-39,600 5,250 247,701-271,200 139,401-152,600 89,201-97,700 65,401-70,600 39,601-43,400 5,500 271,201-295,900 152,601-166,500 97,701-106,500 70,601-77,000 43,401-47,400 5,750 295,901-Greater 166,501-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 —— 115,801-125,500 83,701-90,600 51,501-55,700 6,250 —— 125,501-135,500 90,601-97,900 55,701-60,200 6,500 —— 135,501-145,800 97,901-106,800 60,201-64,800 6,750 —— 145,801-156,700 106,801-113,200 64,801-69,600 7,000 —— 156,701-167,900 113,201-121,300 69,601-74,600 7,250 —— 167,901-179,400 121,301-129,600 74,601-79,800 7,500 —— 179,401-191,400 129,601-138,300 79,801-85,100 7,750 —— 191,401-Greater 138,301-Greater 85,101-Greater 8,000 Copyright © 2018 ICC. ALL RIGHTS RESERVED. Accessed by Richard Baker (rick.baker@timmons.com), (-) Order Number #100895593 on Jun 09, 2020 05:31 AM (PDT) pursuant to License Agreement with ICC.No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100895593 TRACT B TRACT C NEW S H E E T Z S T O R E 6,139 S Q . F T . FFE = 1 6 . 5 0 ' CA R O L I N A B E A C H R D - U . S . H W Y 4 2 1 (V A R I A B L E W I D T H P U B L I C R / W ) PR I V A T E D R 8 18 12 6 ST O P S SE A B R E E Z E R D - S R 1 5 3 0 (60' P U B L I C R / W ) VAN EV EV EV F02 F03 F05 (100') F04 (295') F04 (220')F05 (110') F05 (145') F05 (75') F04 (245') F01 F01 F01 NA D 8 3 0 SCALE 1"=20' 40'20' JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t lim i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 AS SHOWN S: \ 3 3 2 \ 6 4 2 5 0 - S h e e t z \ 0 0 5 - S e a b r e e z e \ D W G \ S h e e t \ C D \ 6 4 2 5 0 . 0 0 5 - C 2 . 5 - F I R E . d w g | P l o t t e d o n 7/ 2 2 / 2 0 2 5 1 0 : 0 4 A M | b y Ja c o b F r e n c h ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, NCDEQ AND AQUA STANDARDS, SPECIFICATIONS, AND DETAILS PRELIMINARY - NOT RELEASED FOR CONSTRUCTION 07/22/2025 NE W H A N O V E R C O U N T Y T R C S U B M I T T A L 03 / 1 8 / 2 0 2 5 AQ U A S U B M I T T A L 03 / 2 4 / 2 0 2 5 2n d N E W H A N O V E R C O U N T Y T R C S U B M I T T A L 07 / 2 2 / 2 0 2 5 C2.5 FI R E A P P A R A T U S R O U T I N G 332 332 P. BARBEAU 03/18/2025 SH E E T Z - S S E A B R E E Z E R D WI L M I N G T O N - NE W H A N O V E R C O U N T Y - NO R T H C A R O L I N A 64250.005 NOTE: 1.BUILDING WILL NOT BE SPRINKLED a.ALLOWED HOSE PULLS FOR FIRE TRUCK = 150 LF b.ALLOWED HOSE PULLS FOR FIRE HYDRANT = 400 LF FIRE TRUCK EXIT & HYDRANT ACCESS KEYNOTES NUMBER DESCRIPTION F01 AERIAL FIRE TRUCK (TYP.) F02 EXISTING PUBLIC FIRE HYDRANT F03 EXISTING PRIVATE FIRE HYDRANT F04 <400 LF FROM HYDRANT (PULL-THE-HOSE-METHOD). F05 <150 LF FROM FIRE TRUCK (PULL-THE-HOSE-METHOD). 40 8 22 Pumper Fire Truck Overall Length 40.000ft Overall Width 8.167ft Overall Body Height 7.745ft Min Body Ground Clearance 0.656ft Track Width 8.167ft Lock-to-lock time 5.00s Max Wheel Angle 45.00° LEGEND: DISTANCE FROM FIRE HYDRANT DISTANCE FROM FIRE TRUCK ACCESS FIRE HYDRANT FLOW TEST RESULTS 2” Pitotless Nozzle Reading: ______________ psiStatic Pressure: _____________ psi Volume: _____________________________ gpmResidual Pressure: ___________ psi Disclaimer: These results are an instantaneous snap-shot of the system. It is recommended that the designer allow adequate safety to include low tank level. Comments: ___________________________________________________________________ _____________________________________________________________________________ Completed by: ________________________________________________________________ Date: ___________________ TEST LOCATION Address: _____________________________________________________________________ Proposed Tap Location: _________________________________________________________ Requested Flow Location: nearest hydrant to the proposed point of connection APPLICANT Name: _______________________________________________________________________ Address: _____________________________________________________________________ Contact Person: _____________________ Phone: ______________ Fax: ______________ TESTING AGENT Firm Name: Andrew King Engineering, PLLC Address: 5917 Shedd Drive, Raleigh, North Carolina 27603 Phone: (919) 906-5236 Email: Drew@AndrewKingEngineering.com SYSTEM ANALYSIS Main Size: ________________________ Elevation of Test Location: ____________ Nearest Elevated Tank: ______________ Time of Test: ___________ Tank Elevation: ____________________ Pressure Zone: __________ Theoretical Pressure: __________ Calculated by: _______________ Witnessed by: _______________________ RESULTS Drew King 803 S Seabreeze Road, Wilmington 8" Well 9 N/A Aqua 6902 Sandridge Drive, Fayetteville, NC 28314 Scott McMaster 910.728.1043 Flowed ( 2 ) 2-1/2" Hose Monster(s) with 2" Pitotless Nozzle(s). (2" Pitotless Nozzle C = 1.38) Drew King 3/11/2025 12' +/- 9:45 AM N/A N/A Scott McMaster 78 52 16 & 16 659 + 659 = 1,318 SITE FLOW TEST Well # 9 Location 803 S Seabreeze Road Wilmington, NC Andrew King Engineering, PLLC 5917 Shedd Drive Raleigh, NC 27603 Drew@AndrewKingEngineering.com 919-906-5236 Tested by 3/11/2025 9:45 AM Notes Test TimeTest Date Read Hydrant static pressure residual pressure hydrant elevation 78 psi 52 psi 12 ft FlowPressure Pitot CSizeElevOutlet Flow Hydrant(s) #1 11 2 1.38 16 659 gpm #2 11 2 1.38 16 659 gpm 0 500 1000 1500 2000 2500 0 20 40 60 80 100 2033.6 gpm at 20 psi Flow Graph psi gpm 1318 gpmTotal Hydrant Flow Test Report Created with the free hydrant flow test program from www.igneusinc.com 2” PITOTLESS NOZZLE® PN2THD - GPM FLOW CHART FC-PN2THD.2023.04.30.MA THIS DEVICE IS FM APPROVED The pressure vs. flow rate data developed within this flow chart is based on the average K-factor measured during laboratory testing. This data has been determined to be within the acceptable limitations for accuracy. It is the user’s responsibility to verify that the correct chart and column is being used. HM2H | 2 ½” Hose Monster® Model II or Flusher with flow splitter (HM2H, HM2HF) Use this column if the Pitotless Nozzle® is connected to the 2 ½” Hose Monster® or Flusher. The built-in pitot or flow splitter must be installed for accuracy. OA | Open Atmosphere - Use this column when the Pitotless Nozzle® is connected directly to a test header or hydrant flowing openly to atmosphere. (888) 202-9987 (847) 434-0073 service@hosemonster.com hosemonster.com FIRE PUMP TESTING SOFTWARE Professional-grade software that helps you work better! Keep your reports clean, your results accurate, and your process streamlined with Hose Monster’s FPT Software. GET THE MOST OUT OF YOUR HOSE MONSTER® HARDWARE LEARN MORE AT HOSEMONSTER.COMRESOURCES HM2H OA PSI GPM GPM 10 521 529 11 547 555 12 571 579 13 594 603 14 617 626 15 638 648 16 659 669 17 679 689 18 699 709 19 718 729 20 737 748 21 755 766 22 773 784 23 790 802 24 807 819 25 824 836 26 840 853 27 856 869 28 872 885 29 887 900 30 903 916 HM2H OA PSI GPM GPM 31 918 931 32 932 946 33 947 960 34 961 975 35 975 989 36 989 1003 37 1002 1017 38 1016 1031 39 1029 1044 40 1042 1057 41 1055 1071 42 1068 1084 43 1081 1096 44 1093 1109 45 1106 1122 46 1118 1134 47 1130 1146 48 1142 1158 49 1154 1170 50 1165 1182 51 1177 1194 HM2H OA PSI GPM GPM 52 1188 1206 53 1200 1217 54 1211 1229 55 1222 1240 56 1233 1251 57 1244 1262 58 1255 1273 59 1266 1284 60 1277 1295 61 1287 1306 62 1298 1317 63 1308 1327 64 1318 1338 65 1329 1348 66 1339 1358 67 1349 1369 68 1359 1379 69 1369 1389 70 1379 1399 COEFFICIENT AND K-FACTOR TABLE FOR VARIOUS FLOW DEVICES PITOTLESS NOZZLE™K-FACTOR COEFFICIENT ORIFICE DIAMETER psi RANGE FLOW RANGE (GPM) 2" Pitotless Nozzle + Little Hose Monster 156.0 1.31 2"10-70 493-1305 2" Pitotless Nozzle + 2 1/2" Hose Monster 164.8 1.38 2" 10-70 521-1379 2" Pitotless Nozzle + Open Atmosphere 167.2 1.40 2"10-70 529-1399 1 3/4" Pitotless Nozzle + Little Hose Monster 104.7 1.15 1.75"10-80 331-936 1 3/4" Pitotless Nozzle + 2 1/2" Hose Monster 106.6 1.17 1.75"10-80 337-953 1 3/4" Pitotless Nozzle + Open Atmosphere 109.7 1.20 1.75"10-80 347-981 1 1/8" Pitotless Nozzle + Little Hose Monster 37.2 0.98 1.125"10-80 83-333 1 1/8" Pitotless Nozzle + 2 1/2" Hose Monster 37.4 0.99 1.125"10-80 84-335 1 1/8" Pitotless Nozzle + Open Atmosphere 37.0 0.98 1.125"10-80 83-331 1" Pitotless Nozzle + Little Hose Monster 27.2 0.91 1"3-80 47-243 1" Pitotless Nozzle + 2 1/2" Hose Monster 27.6 0.93 1"3-80 48-247 1" Pitotless Nozzle + Open Atmosphere 27.7 0.93 1"3-80 48-248 IN-LINE PITOTLESS NOZZLE™K-FACTOR COEFFICIENT ORIFICE DIAMETER psi RANGE FLOW RANGE (GPM) 2" In-line Pitotless Nozzle 165.3 1.38 2"10-75 523-1432 1 3/4" In-line Pitotless Nozzle 109.9 1.20 1.75"5-80 246-983 1 1/8" In-line Pitotless Nozzle 38.4 1.02 1.125"5-70 86-321 1 1/2" In-line Pitotless Nozzle 31.7 1.06 1.0"2-90 45-301 BIGBOY HOSE MONSTER™K-FACTOR COEFFICIENT ORIFICE DIAMETER psi RANGE FLOW RANGE (GPM) 5-11psi (BigBoy Hose Monster)382.9 1.38 3.05"5-11 856-1270 12-38psi (BigBoy Hose Monster)376.0 1.35 3.05"12-38 1303-2318 39-55psi (BigBoy Hose Monster)372.0 1.34 3.05"39-55 2323-2759 2 1/2" Hose Monster®K-FACTOR COEFFICIENT ORIFICE DIAMETER psi RANGE FLOW RANGE (GPM) 2 1/2" Hose Monster 168.67 0.906 2.5"10-70 533-1411 1 3/4" Nozzle Insert 89.04 0.975 1.75"10-70 282-745 1 1/8" Nozzle Insert 37.36 0.990 1.25"10-70 118-313 4" & 4 1/2" Hose Monster®K-FACTOR COEFFICIENT CONNECTION DIAMETER psi RANGE FLOW RANGE (GPM) 4 1/2" Hose Monster 331.07 0.548 4.5"10-70 1047-2770 4" Hose Monster 339.65 0.712 4"10-70 1074-2842 A HAND-HELD PITOT DIRECTLY AT A HYDRANT OUTLET OUTLET TYPE COEFFICIENT Outlet smooth and rounded 0.9 Outlet square and sharp 0.8 Outlet square and projecting into barrel 0.7 If a stream straightener is used 0.95 CLASSIFYING AND MARKING OF HYDRANTS 2" Pitotless Nozzle + Little Hose Monster 0.99 2.30" 2" Pitotless Nozzle + 2 1/2" Hose Monster 0.99 2.36" 2" Pitotless Nozzle + Open Atmosphere 0.99 2.38"≥1500 GPM AA Light Blue 1 3/4" Pitotless Nozzle + Little Hose Monster 0.99 1.88"1000-1499 GPM A Green 1 3/4" Pitotless Nozzle + 2 1/2" Hose Monster 0.99 1.90"500-999 GPM B Orange 1 3/4" Pitotless Nozzle + Open Atmosphere 0.99 1.93"≤499 GPM C Red www.hosemonster.com I 888.202.9987 HYDRAULICS & ENGINEERING INFORMATION USING SOFTWARE Class NOTE: If your software uses the Theoretical Discharge Formula, found in NFPA 291, 4.7.3, the coefficient of discharge can be used to produce flow rates that will match our flow charts. NOTE: Due to the shape and size of the BigBoy Pitotless Nozzle, the BigBoy Hose Monster uses three different K-factors over its operating range. Rated Capacity at 20psi Marking Color of Hydrant Tops and Nozzles Use the table to the right if you are using software that requires the coefficient input to be less than '1.0.' Notice that the orifice diameter must be changed from its true diameter in order to accommodate the lower coefficient. This is necessary only for the 2" Pitotless Nozzle and the 3/4" Pitotless Nozzle. The above are the NFPA hydrant classifications and color marking for various rated capacities. Source NFPA 291, Chapter 5 2019 ORIFICE DIAMETERCOEFFICIENTDEVICE 40 45 50 55 60 65 70 75 80 9:40 11 Tue Mar 2025 9:45 9:50 9:55 10:00 803 S Seabreeze Road, Wilmington flow test - Tuesday, March 11, 2025 Date/Time AKE1-Pressure/psig Min: 0.4 Max: 80.0 FLOW