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1600 Selva Marina Dr MECH23-0013 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: ATLANTIC BEACH COUNTRY CLUB INC 1600 SELVA MARINA DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: BENDER & MODLIN FIRE SPRINKLER 170 -G C COLLEGE DR ORANGE PARK FL 32065 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172000 0010 SELVA MARINA UNIT 05 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1600 SELVA MARINA DR MECHANICAL COMMERCIAL SEPARATE PLANS OTHER Fire Sprinkler System $10000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT FIRE DEPARTMENT FEE 45500002080800 0 $100.00 FIRE SPRINKLER SYSTEM 455-0000-322-1000 0 $17.25 MECHANICAL BASE FEE 455-0000-322-1000 0 $55.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 11/27/2023 PERMIT NUMBER MECH23-0013 ISSUED: 11/27/2023 EXPIRES: 5/25/2024 MECHANICAL COMMERCIAL SEPARATE PLANS PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $176.25 2 of 2Issued Date: 11/27/2023 PERMIT NUMBER MECH23-0013 ISSUED: 11/27/2023 EXPIRES: 5/25/2024 MECHANICAL COMMERCIAL SEPARATE PLANS PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION Fire Sprinkler System 1600 SELVA MARINA DR BENDER & MODLIN FIRE SPRINKLER MECH23-0013 MECH23-0013 STORAGE 009 LAUNDRY 137 MEN'S POOL RESTROOM 142 WOMEN'S POOL RESTROOM 145 VESTIBULE 141 VESTIBULE 144 ACCESSIBLE RESTROOM 142D BREEZEWAY 010A ACCESSIBLE RESTROOM 145E MEN'S FITNESS RESTROOM 152 EXERCISE ROOM 154 YOUTH 155 MECH / ELEC 149 ACCESSIBLE RESTROOM 153B RECEPTION 150 UNISEX RESTROOM 157 CORRIDOR 148 CHECK-IN 156A MANUAL THERAPY 146 GROUP FITNESS 151 9' - 0"9' - 0" 9' - 0" 9' - 0"10' - 5" 10' - 5" 9' - 0" 12' - 6" CHECK-IN 156 WOMEN'S FITNESS RESTROOM 153 WC 153A WC 152A EXISTING 4" WET FIRE SPRINKLER RISER REMOVING AND RELOCATING. UNDERGROUND WORK BY OTHERS. X X X XXX X X X X X X X X X R R RR R R R R R R R X X X X X X X X X X X X X X X X X R NEW CAP ON END OF 1-1/2" LINE. RECONNECTING AT NEW RISER LOCATION. X X NEW 4" WET FIRE SPRINKLER RISER. 4" UNDERGROUND WORK BY OTHERS. RISER USING HEAT TRACING IF UNPROTECTED AREA. (WIRING BY OTHERS) R R R A R A R X X DRY HEADS (TYP) A TOR2 BOR2 333 303 309 S1 300 S2 301 S3 302 S4 304 S5 305 S9 340 S10 341 S14 325S15 S6 330 S7 331 S8 332 S11 321 S12 322 S13 323 324 345 307308 326 S16 350 335 S17 S18 320 335A 1. THIS CONTRACT IS TO RELOCATE EXISTING HEADS TO ACCOMMODATE NEW CEILING LAYOUT FOR TENANT BUILD-OUT. 2. WET SYSTEM RISER RELOCATING TO NEW AREA. NEW LOCATION REQUIRED MORE PRESSURE WITH CURRENT WATER CONDITIONS. NEW 4" MAIN TYING INTO EXISTING MAINS FOR HYDRAULIC PURPOSES. 3. ALL WORK TO BE PERFORMED AS PER NFPA 13. 4. HANGERS TO BE PLACED EVERY 4TH TRUSS OR +/- EVERY 8' FOR NEW 4" MAIN. DRAWING NOTES FLOW TEST DATA FIRE PROTECTION CABANA/FITNESS 1ST FL SLOPE 5 : 12 SLOPE 5 : 12 RIDGEVALL E Y V A L L E Y SLOPE 5 : 12 SLOPE 5 : 12 RIDGEV A L L E Y VALL E Y RIDGESLOPE12 : 12SLOPE12 : 12SLOPE12 : 12SLOPE12 : 12SLOPE 7 : 12 GABLE ENDSLOPE 7 : 12 SLOPE 7 : 12 RIDGEGABLE END GABLE E N D SLOPE12 : 12RIDGEGABLE ENDSLOPE7 : 12SLOPE 7 : 12 SLOPE 7 : 12 SLOPE7 : 12SLOPE7 : 12SHED DORMER VALLEY SHED DORMER VALLEY SHED DORMER VALLEY SHED DORMER VALLEY VALLEY VALLEY VALLEY VALLEY CAPPED OFF AND RECONNECTED AT NEW RISER LOCATION FIRE PROTECTION CABANA/FITNESS ATTIC NEW RISER LOCATION FEED FROM SYSTEM BELOW. ALL OTHER PIPING AND HEADS EXISTING TO REMAIN. 200 201 202 204 205 206 207 208 213 209 210 211212 203 207A DENOTES NEW PIPE DENOTES EXISTING PIPE TO REMAIN DENOTES RELOCATED/ADDED FIRE SPRINKLER HEAD DENOTES FIRE SPRINKLER HEAD TO BE RELOCATED DENOTES EXISTING PIPE TO DENOTES FIRE SPRINKLER HEAD TO BE REMOVED DENOTES EXISTING FIRE SPRINKLER HEAD TO REMAIN 27 DENOTES NEW CONNECTION DENOTES HYDRAULIC NODE POINT DENOTES PLUG DENOTES CAP DENOTES FIRE RISER LOCATION SYMBOLS LEGEND BE REMOVED A X R R X MAXIMUM DISTANCE BETWEEN HANGERS BM 24x36HFIRE SPRINKLER, INC. bender & modlin FIRE SPRINKLER 170-G College Drive Orange Park, FL 32065 (904) 298-2637 Job Name : REV #1 Atlantic Beach CC Area #3 Building : Tennis / Fitness Center Location : Atlantic Beach‚ FL System : 1 Contract : Data File : REV #1 Atlantic Beach CC Area #3.WX3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 1 REV #1 Atlantic Beach CC Area #3 Date 9/11/2023 Hydraulic Design Information Sheet Name - REV #1 Atlantic Beach Country Club Area #3 Date - 9/11/2023 Location - Atlantic Beach‚ FL Building - Tennis / Fitness Center System No. - 1 Contractor - bender & modlin FIRE SPRINKLER INC Contract No. - Calculated By - Marcel Ardelean Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 29'-10" Occupancy - Attic S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 5+2 SPK System Type Sprinkler/Nozzle Density - .10 (X) Wet Make tyco D Area Per Sprinkler - 240 ( ) Dry Model BB3 E Elevation at Highest Outlet - ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - N Note Design Criteria per Manuf.e req. (5) - BB3 plus (2) AP Spk. Calculation Flow Required - 270.9 Press Required - 44.4 at TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 10/10/2022 Cap. - T Time of Test - - Rated Cap.- Elev.- E Static Press - 46 @ Press - R Residual Press - 42 Elev. - Well Flow - 1000 Proof Flow S Elevation - U P Location - P L Source of Information - CONTRACT DOCUMENTS Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLERPage 2 REV #1 Atlantic Beach CC Area #3Date 9/11/2023 10203040E50R60U70S80S90E100R110P120130140150100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 46 C2 - Residual Pressure: 42 C2 - Residual Flow : 1000 D1 - Elevation : 12.704 D2 - System Flow : 170.995 D2 - System Pressure : 44.438 Hose ( Demand ) : 100 D3 - System Demand : 270.995 Safety Margin : 1.205 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLERPage 3 REV #1 Atlantic Beach CC Area #3Date 9/11/2023 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 A Alarm Rel E1 & E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 00000671001291012192100000 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 111122333457911131719212428 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N CPVC 90' Elbow Tyco 0456791213000000000000 O CPVC Tee - Branch 33568101215000000000000 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 4 REV #1 Atlantic Beach CC Area #3 Date 9/11/2023 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 209 29.333 22.46 na 207A 29.333 21.78 na 335A 15.75 27.88 na 200 29.333 5.6 14.33 na 21.2 0.1 120 7.0 201 29.333 5.6 15.77 na 22.24 0.1 120 7.0 202 29.333 19.94 na 203 29.333 5.6 20.0 na 25.04 0.1 240 20.0 204 29.333 5.6 20.22 na 25.18 0.1 240 20.0 205 29.333 5.6 20.6 na 25.42 0.1 240 20.0 206 29.333 5.6 21.2 na 25.79 0.1 240 20.0 207 29.333 21.79 na 208 29.333 22.11 na 210 29.333 22.48 na 211 29.333 22.51 na 212 29.333 22.67 na 213 11.75 30.29 na TOR2 13.333 29.61 na BOR2 1.0 38.43 na UG1 0.0 39.13 na UG2 0.0 39.37 na BKFL 0.0 39.43 na HOSE 0.0 44.43 na 100.0 TEST 0.0 44.44 na The maximum velocity is 14.75 and it occurs in the pipe between nodes 206 and 207A Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 5 REV #1 Atlantic Beach CC Area #3 Date 9/11/2023 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 209 13.38 2.003 2N 18.0 13.250 22.460 to 150.0 0.0 18.000 0.0 211 13.38 0.0018 0.0 31.250 0.055 Vel = 1.36 0.0 13.38 22.515 K Factor = 2.82 207A 145.80 4.26 T 26.334 13.583 21.777 to 120.0 0.0 26.334 5.883 335A 145.8 0.0056 0.0 39.917 0.222 Vel = 3.28 335A 0.0 4.26 2E 26.334 96.417 27.882 to 120.0 0.0 26.334 1.047 TOR2 145.8 0.0056 0.0 122.751 0.685 Vel = 3.28 0.0 145.80 29.614 K Factor = 26.79 200 21.20 1.101 2N 10.0 9.000 14.330 K Factor = 5.60 to 150.0 0.0 10.000 0.0 201 21.2 0.0757 0.0 19.000 1.439 Vel = 7.14 201 22.24 1.101 O 5.0 9.583 15.769 K Factor = 5.60 to 150.0 0.0 5.000 0.0 202 43.44 0.2857 0.0 14.583 4.166 Vel = 14.64 202 0.0 2.003 0.0 4.167 19.935 to 150.0 0.0 0.0 0.0 203 43.44 0.0156 0.0 4.167 0.065 Vel = 4.42 203 25.04 2.003 0.0 6.000 20.000 K Factor = 5.60 to 150.0 0.0 0.0 0.0 204 68.48 0.0360 0.0 6.000 0.216 Vel = 6.97 204 25.18 2.003 0.0 6.000 20.216 K Factor = 5.60 to 150.0 0.0 0.0 0.0 205 93.66 0.0642 0.0 6.000 0.385 Vel = 9.54 205 25.42 2.003 0.0 6.000 20.601 K Factor = 5.60 to 150.0 0.0 0.0 0.0 206 119.08 0.1002 0.0 6.000 0.601 Vel = 12.12 206 25.78 2.003 0.0 4.000 21.202 K Factor = 5.60 to 150.0 0.0 0.0 0.0 207A 144.86 0.1438 0.0 4.000 0.575 Vel = 14.75 207A -119.66 2.003 0.0 2.000 21.777 K Factor = 5.60 to 150.0 0.0 0.0 0.0 207 25.2 0.0055 0.0 2.000 0.011 Vel = 2.57 207 0.0 2.003 2N 18.0 28.750 21.788 to 150.0 O 10.0 28.000 0.0 208 25.2 0.0057 0.0 56.750 0.322 Vel = 2.57 208 0.0 2.003 O 10.0 51.958 22.110 to 150.0 0.0 10.000 0.0 209 25.2 0.0056 0.0 61.958 0.350 Vel = 2.57 209 -13.38 2.003 N 9.0 2.458 22.460 to 150.0 0.0 9.000 0.0 210 11.82 0.0014 0.0 11.458 0.016 Vel = 1.20 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 6 REV #1 Atlantic Beach CC Area #3 Date 9/11/2023 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 210 0.0 2.003 N 9.0 8.833 22.476 to 150.0 O 10.0 19.000 0.0 211 11.82 0.0014 0.0 27.833 0.039 Vel = 1.20 211 13.38 2.003 T 12.965 14.667 22.515 to 150.0 0.0 12.965 0.0 212 25.2 0.0056 0.0 27.632 0.156 Vel = 2.57 212 0.0 4.26 E 19.896 20.917 22.671 to 150.0 0.0 19.897 7.615 213 25.2 0.0001 0.0 40.814 0.006 Vel = 0.57 213 0.0 4.26 2E 39.793 10.750 30.292 to 150.0 0.0 39.792 -0.686 TOR2 25.2 0.0002 0.0 50.542 0.008 Vel = 0.57 TOR2 145.80 4.26 E 13.167 12.333 29.614 to 120.0 A 22.384 51.351 8.341 * * Fixed Loss = 3 BOR2 171.0 0.0075 B 15.8 63.684 0.477 Vel = 3.85 Fsp 0.0 BOR2 0.0 4.23 T 38.446 13.000 38.432 to 150.0 0.0 38.446 0.433 UG1 171.0 0.0051 0.0 51.446 0.264 Vel = 3.90 UG1 0.0 6.09 2F 21.583 250.000 39.129 to 150.0 0.0 21.583 0.0 UG2 171.0 0.0009 0.0 271.583 0.236 Vel = 1.88 UG2 0.0 6.09 0.0 73.000 39.365 to 150.0 0.0 0.0 0.0 BKFL 171.0 0.0009 0.0 73.000 0.064 Vel = 1.88 BKFL 0.0 6.09 0.0 3.000 39.429 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 HOSE 171.0 0.0010 0.0 3.000 0.003 Vel = 1.88 HOSE 100.00 6.09 0.0 3.000 44.432 Qa = 100 to 150.0 0.0 0.0 0.0 TEST 271.0 0.0020 0.0 3.000 0.006 Vel = 2.98 0.0 271.00 44.438 K Factor = 40.65 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER 170-G College Drive Orange Park, FL 32065 (904) 298-2637 Job Name : REV #1 Atlantic Beach CC Area #4 Building : Tennis / Fitness Center Location : Atlantic Beach‚ FL System : 1 Contract : Data File : REV #1 Atlantic Beach CC Area #4.WX4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 1 REV #1 Atlantic Beach CC Area #4 Date 9/11/2023 Hydraulic Design Information Sheet Name - REV #1Atlantic Beach Country Club Area #4 Date - 9/11/2023 Location - Atlantic Beach‚ FL Building - Tennis / Fitness Center System No. - 1 Contractor - bender & modlin FIRE SPRINKLER INC Contract No. - Calculated By - Marcel Ardelean Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 29'-10" Occupancy - Fitness S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1976 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make tyco D Area Per Sprinkler - 225 max ( ) Dry Model E Elevation at Highest Outlet - ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - N Note Calculation Flow Required - 426.1 Press Required - 35.8 at TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 10/10/2022 Cap. - T Time of Test - - Rated Cap.- Elev.- E Static Press - 46 @ Press - R Residual Press - 42 Elev. - Well Flow - 1000 Proof Flow S Elevation - U P Location - P L Source of Information - AHJ Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLERPage 2 REV #1 Atlantic Beach CC Area #4Date 9/11/2023 10203040E50R60U70S80S90E100R110P120130140150100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 46 C2 - Residual Pressure: 42 C2 - Residual Flow : 1000 D1 - Elevation : 10.394 D2 - System Flow : 326.138 D2 - System Pressure : 35.829 Hose ( Demand ) : 100 D3 - System Demand : 426.138 Safety Margin : 9.346 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLERPage 3 REV #1 Atlantic Beach CC Area #4Date 9/11/2023 Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 A Alarm Rel E1 & E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 00000671001291012192100000 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 111122333457911131719212428 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N CPVC 90' Elbow Tyco 0456791213000000000000 O CPVC Tee - Branch 33568101215000000000000 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 4 REV #1 Atlantic Beach CC Area #4 Date 9/11/2023 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S1 20.0 5.6 8.73 na 16.55 0.1 141 7.0 S2 20.0 5.6 9.08 na 16.88 0.1 141 7.0 S3 20.0 5.6 9.59 na 17.34 0.1 141 7.0 S4 10.417 5.6 15.06 na 21.73 0.1 144 7.0 S5 10.417 5.6 14.13 na 21.05 0.1 144 7.0 S6 24.0 5.6 7.01 na 14.83 0.1 141 7.0 S7 24.0 5.6 7.0 na 14.82 0.1 141 7.0 S8 24.0 5.6 7.39 na 15.22 0.1 141 7.0 S9 10.417 5.6 10.42 na 18.08 0.1 144 7.0 S10 10.417 5.6 11.05 na 18.61 0.1 144 7.0 S11 20.0 5.6 8.74 na 16.55 0.1 141 7.0 S12 20.0 5.6 9.04 na 16.84 0.1 141 7.0 S13 20.0 5.6 9.55 na 17.31 0.1 141 7.0 S14 12.5 5.6 14.65 na 21.43 0.1 117 7.0 S15 12.5 5.6 14.29 na 21.17 0.1 117 7.0 S16 12.5 5.6 14.56 na 21.37 0.1 45 7.0 S17 12.5 5.6 10.41 na 18.07 0.1 105 7.0 S18 12.5 5.6 10.67 na 18.3 0.1 105 7.0 350 15.75 14.24 na 345 13.75 11.07 na 340 13.75 10.15 na 341 13.75 10.89 na 303 15.75 15.12 na 335 15.75 15.26 na 333 15.75 15.24 na 320 25.0 7.3 na 330 25.0 6.81 na 331 25.0 6.8 na 332 25.0 7.2 na 335A 15.75 15.27 na 300 25.0 7.32 na 321 25.0 7.33 na 322 25.0 7.69 na 323 25.0 8.24 na 324 15.75 15.13 na 325 15.75 14.93 na 326 15.75 14.93 na 301 25.0 7.69 na 302 25.0 8.24 na 304 13.75 14.7 na 305 13.75 14.24 na 307 13.75 13.81 na 308 11.75 14.81 na 309 11.75 19.26 na TOR2 11.75 19.28 na BOR2 1.0 28.51 na UG1 0.0 29.82 na UG2 0.0 30.6 na BKFL 0.0 30.81 na HOSE 0.0 35.81 na 100.0 TEST 0.0 35.83 na The maximum velocity is 12.36 and it occurs in the pipe between nodes 341 and 307 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 5 REV #1 Atlantic Beach CC Area #4 Date 9/11/2023 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S1 16.55 1.101 N 5.0 5.792 8.732 K Factor = 5.60 to 150.0 O 5.0 10.000 -2.166 300 16.55 0.0479 0.0 15.792 0.757 Vel = 5.58 0.0 16.55 7.323 K Factor = 6.12 S2 16.88 1.101 N 5.0 5.583 9.081 K Factor = 5.60 to 150.0 O 5.0 10.000 -2.166 301 16.88 0.0497 0.0 15.583 0.775 Vel = 5.69 0.0 16.88 7.690 K Factor = 6.09 S3 17.34 1.101 N 5.0 5.583 9.589 K Factor = 5.60 to 150.0 O 5.0 10.000 -2.166 302 17.34 0.0523 0.0 15.583 0.815 Vel = 5.84 0.0 17.34 8.238 K Factor = 6.04 S4 21.73 1.101 N 5.0 3.625 15.063 K Factor = 5.60 to 150.0 O 5.0 10.000 -1.444 304 21.73 0.0793 0.0 13.625 1.081 Vel = 7.32 0.0 21.73 14.700 K Factor = 5.67 S5 21.05 1.101 2O 10.0 5.708 14.135 K Factor = 5.60 to 150.0 N 5.0 15.000 -1.444 305 21.05 0.0748 0.0 20.708 1.549 Vel = 7.09 0.0 21.05 14.240 K Factor = 5.58 S6 14.83 1.101 O 5.0 1.000 7.008 K Factor = 5.60 to 150.0 0.0 5.000 -0.433 330 14.83 0.0392 0.0 6.000 0.235 Vel = 5.00 0.0 14.83 6.810 K Factor = 5.68 S7 14.82 1.101 O 5.0 1.000 7.000 K Factor = 5.60 to 150.0 0.0 5.000 -0.433 331 14.82 0.0390 0.0 6.000 0.234 Vel = 4.99 0.0 14.82 6.801 K Factor = 5.68 S8 15.22 1.101 O 5.0 1.000 7.388 K Factor = 5.60 to 150.0 0.0 5.000 -0.433 332 15.22 0.0410 0.0 6.000 0.246 Vel = 5.13 0.0 15.22 7.201 K Factor = 5.67 S9 18.08 1.101 3N 15.0 5.792 10.424 K Factor = 5.60 to 150.0 0.0 15.000 -1.444 340 18.08 0.0565 0.0 20.792 1.174 Vel = 6.09 0.0 18.08 10.154 K Factor = 5.67 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 6 REV #1 Atlantic Beach CC Area #4 Date 9/11/2023 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S10 18.61 1.101 2N 10.0 6.500 11.048 K Factor = 5.60 to 150.0 O 5.0 15.000 -1.444 341 18.61 0.0596 0.0 21.500 1.282 Vel = 6.27 0.0 18.61 10.886 K Factor = 5.64 S11 16.55 1.101 N 5.0 5.792 8.735 K Factor = 5.60 to 150.0 O 5.0 10.000 -2.166 321 16.55 0.0480 0.0 15.792 0.758 Vel = 5.58 0.0 16.55 7.327 K Factor = 6.11 S12 16.84 1.101 N 5.0 6.417 9.044 K Factor = 5.60 to 150.0 O 5.0 10.000 -2.166 322 16.84 0.0496 0.0 16.417 0.814 Vel = 5.67 0.0 16.84 7.692 K Factor = 6.07 S13 17.31 1.101 N 5.0 6.417 9.553 K Factor = 5.60 to 150.0 O 5.0 10.000 -2.166 323 17.31 0.0521 0.0 16.417 0.856 Vel = 5.83 0.0 17.31 8.243 K Factor = 6.03 S14 21.43 1.101 2N 10.0 6.833 14.649 K Factor = 5.60 to 150.0 O 5.0 15.000 -1.408 325 21.43 0.0774 0.0 21.833 1.689 Vel = 7.22 0.0 21.43 14.930 K Factor = 5.55 S15 21.17 1.101 2N 10.0 12.167 14.285 K Factor = 5.60 to 150.0 O 5.0 15.000 -1.408 325 21.17 0.0756 0.0 27.167 2.053 Vel = 7.13 0.0 21.17 14.930 K Factor = 5.48 S16 21.37 1.101 N 5.0 4.208 14.558 K Factor = 5.60 to 150.0 O 5.0 10.000 -1.408 350 21.37 0.0769 0.0 14.208 1.093 Vel = 7.20 0.0 21.37 14.243 K Factor = 5.66 S17 18.07 1.101 2N 10.0 11.292 10.407 K Factor = 5.60 to 150.0 0.0 10.000 -0.541 345 18.07 0.0564 0.0 21.292 1.200 Vel = 6.09 0.0 18.07 11.066 K Factor = 5.43 S18 18.30 1.101 N 5.0 6.167 10.675 K Factor = 5.60 to 150.0 O 5.0 10.000 -0.541 345 18.3 0.0576 0.0 16.167 0.932 Vel = 6.17 0.0 18.30 11.066 K Factor = 5.50 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 7 REV #1 Atlantic Beach CC Area #4 Date 9/11/2023 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 350 21.37 1.101 O 5.0 4.000 14.243 to 150.0 0.0 5.000 0.0 326 21.37 0.0769 0.0 9.000 0.692 Vel = 7.20 0.0 21.37 14.935 K Factor = 5.53 345 36.36 1.101 O 5.0 9.000 11.066 to 150.0 0.0 5.000 0.866 308 36.36 0.2056 0.0 14.000 2.879 Vel = 12.25 0.0 36.36 14.811 K Factor = 9.45 340 18.08 1.101 0.0 12.958 10.154 to 150.0 0.0 0.0 0.0 341 18.08 0.0565 0.0 12.958 0.732 Vel = 6.09 341 18.61 1.101 O 5.0 9.000 10.886 to 150.0 0.0 5.000 0.0 307 36.69 0.2091 0.0 14.000 2.927 Vel = 12.36 0.0 36.69 13.813 K Factor = 9.87 303 123.80 4.26 T 26.334 7.333 15.118 to 120.0 0.0 26.334 0.0 335 123.8 0.0041 0.0 33.667 0.138 Vel = 2.79 335 -250.92 4.26 0.0 4.250 15.256 to 120.0 0.0 0.0 0.0 333 -127.12 -0.0042 0.0 4.250 -0.018 Vel = 2.86 333 28.37 4.26 T 26.334 12.583 15.238 to 120.0 0.0 26.334 0.0 324 -98.75 -0.0027 0.0 38.917 -0.106 Vel = 2.22 0.0 -98.75 15.132 K Factor = -25.39 320 -16.49 1.101 T 9.563 0.792 7.303 to 150.0 0.0 9.562 0.0 330 -16.49 -0.0476 0.0 10.354 -0.493 Vel = 5.56 330 14.83 1.101 0.0 12.750 6.810 to 150.0 0.0 0.0 0.0 331 -1.66 -0.0007 0.0 12.750 -0.009 Vel = 0.56 331 14.81 1.101 0.0 12.750 6.801 to 150.0 0.0 0.0 0.0 332 13.15 0.0314 0.0 12.750 0.400 Vel = 4.43 332 15.22 1.101 N 5.0 16.458 7.201 to 150.0 T 9.563 14.562 4.006 333 28.37 0.1299 0.0 31.020 4.031 Vel = 9.56 0.0 28.37 15.238 K Factor = 7.27 335 250.92 4.26 0.0 1.000 15.256 to 120.0 0.0 0.0 0.0 335A 250.92 0.0160 0.0 1.000 0.016 Vel = 5.65 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 8 REV #1 Atlantic Beach CC Area #4 Date 9/11/2023 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 335A 0.0 4.26 T 26.334 96.917 15.272 to 120.0 2E 26.334 52.668 1.732 TOR2 250.92 0.0152 0.0 149.585 2.278 Vel = 5.65 0.0 250.92 19.282 K Factor = 57.14 300 -8.16 1.598 0.0 9.750 7.323 to 150.0 0.0 0.0 0.0 320 -8.16 -0.0021 0.0 9.750 -0.020 Vel = 1.31 320 16.49 1.598 0.0 11.000 7.303 to 150.0 0.0 0.0 0.0 321 8.33 0.0022 0.0 11.000 0.024 Vel = 1.33 321 16.55 1.598 N 7.0 14.958 7.327 to 150.0 0.0 7.000 0.0 322 24.88 0.0166 0.0 21.958 0.365 Vel = 3.98 322 16.84 1.598 0.0 12.750 7.692 to 150.0 0.0 0.0 0.0 323 41.72 0.0432 0.0 12.750 0.551 Vel = 6.67 323 17.31 1.598 N 7.0 16.458 8.243 to 150.0 T 11.656 18.656 4.006 324 59.03 0.0821 0.0 35.114 2.883 Vel = 9.44 324 -98.75 1.598 0.0 5.125 15.132 to 150.0 0.0 0.0 0.0 325 -39.72 -0.0394 0.0 5.125 -0.202 Vel = 6.35 325 42.60 1.598 N 7.0 7.792 14.930 to 150.0 0.0 7.000 0.0 326 2.88 0.0003 0.0 14.792 0.005 Vel = 0.46 326 21.37 1.598 3N 21.0 123.000 14.935 to 150.0 O 8.0 40.656 1.732 309 24.25 0.0158 T 11.656 163.656 2.592 Vel = 3.88 0.0 24.25 19.259 K Factor = 5.53 300 24.71 1.598 N 7.0 15.375 7.323 to 150.0 0.0 7.000 0.0 301 24.71 0.0164 0.0 22.375 0.367 Vel = 3.95 301 16.87 1.598 0.0 12.750 7.690 to 150.0 0.0 0.0 0.0 302 41.58 0.0430 0.0 12.750 0.548 Vel = 6.65 302 17.34 1.598 N 7.0 16.458 8.238 to 150.0 T 11.656 18.656 4.006 303 58.92 0.0818 0.0 35.114 2.874 Vel = 9.43 303 -123.80 1.598 N 7.0 6.125 15.118 to 150.0 0.0 7.000 0.866 304 -64.88 -0.0978 0.0 13.125 -1.284 Vel = 10.38 304 21.74 1.598 0.0 10.000 14.700 to 150.0 0.0 0.0 0.0 305 -43.14 -0.0460 0.0 10.000 -0.460 Vel = 6.90 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender & modlin FIRE SPRINKLER Page 9 REV #1 Atlantic Beach CC Area #4 Date 9/11/2023 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 305 21.05 1.598 N 7.0 25.083 14.240 to 150.0 0.0 7.000 0.0 307 -22.09 -0.0133 0.0 32.083 -0.427 Vel = 3.53 307 36.69 1.598 2N 14.0 7.292 13.813 to 150.0 0.0 14.000 0.866 308 14.6 0.0062 0.0 21.292 0.132 Vel = 2.34 308 36.37 1.598 T 11.656 59.417 14.811 to 150.0 0.0 11.656 0.0 309 50.97 0.0626 0.0 71.073 4.448 Vel = 8.15 309 24.24 4.26 E 19.896 1.250 19.259 to 150.0 0.0 19.897 0.0 TOR2 75.21 0.0011 0.0 21.147 0.023 Vel = 1.69 TOR2 250.93 4.26 E 13.167 12.333 19.282 to 120.0 A 22.384 51.351 7.656 * * Fixed Loss = 3 BOR2 326.14 0.0247 B 15.8 63.684 1.574 Vel = 7.34 Fsp 0.0 BOR2 0.0 4.23 T 38.446 13.000 28.512 to 150.0 0.0 38.446 0.433 UG1 326.14 0.0169 0.0 51.446 0.872 Vel = 7.45 UG1 0.0 6.09 2F 21.583 250.000 29.817 to 150.0 0.0 21.583 0.0 UG2 326.14 0.0029 0.0 271.583 0.780 Vel = 3.59 UG2 0.0 6.09 0.0 73.000 30.597 to 150.0 0.0 0.0 0.0 BKFL 326.14 0.0029 0.0 73.000 0.209 Vel = 3.59 BKFL 0.0 6.09 0.0 3.000 30.806 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 HOSE 326.14 0.0030 0.0 3.000 0.009 Vel = 3.59 HOSE 100.00 6.09 0.0 3.000 35.815 Qa = 100 to 150.0 0.0 0.0 0.0 TEST 426.14 0.0047 0.0 3.000 0.014 Vel = 4.69 0.0 426.14 35.829 K Factor = 71.19 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 STORAGE 009 LAUNDRY 137 MEN'S POOL RESTROOM 142 WOMEN'S POOL RESTROOM 145 VESTIBULE 141 VESTIBULE 144 ACCESSIBLE RESTROOM 142D BREEZEWAY 010A ACCESSIBLE RESTROOM 145E MEN'S FITNESS RESTROOM 152 EXERCISE ROOM 154 YOUTH 155 MECH / ELEC 149 ACCESSIBLE RESTROOM 153B RECEPTION 150 UNISEX RESTROOM 157 CORRIDOR 148 CHECK-IN 156A MANUAL THERAPY 146 GROUP FITNESS 151 9' - 0"9' - 0" 9' - 0" 9' - 0"10' - 5" 10' - 5" 9' - 0" 12' - 6" CHECK-IN 156 WOMEN'S FITNESS RESTROOM 153 WC 153A WC 152A EXISTING 4" WET FIRE SPRINKLER RISER REMOVING AND RELOCATING. UNDERGROUND WORK BY OTHERS. X X X XXX X X X X X X X X X R R RR R R R R R R R X X X X X X X X X X X X X X X X X R NEW CAP ON END OF 1-1/2" LINE. RECONNECTING AT NEW RISER LOCATION. X X NEW 4" WET FIRE SPRINKLER RISER. 4" UNDERGROUND WORK BY OTHERS. RISER USING HEAT TRACING IF UNPROTECTED AREA. (WIRING BY OTHERS) R R R A R A R X X DRY HEADS (TYP) A TOR2 BOR2 333 303 309 S1 300 S2 301 S3 302 S4 304 S5 305 S9 340 S10 341 S14 325S15 S6 330 S7 331 S8 332 S11 321 S12 322 S13 323 324 345 307308 326 S16 350 335 S17 S18 320 335A 1. THIS CONTRACT IS TO RELOCATE EXISTING HEADS TO ACCOMMODATE NEW CEILING LAYOUT FOR TENANT BUILD-OUT. 2. WET SYSTEM RISER RELOCATING TO NEW AREA. NEW LOCATION REQUIRED MORE PRESSURE WITH CURRENT WATER CONDITIONS. NEW 4" MAIN TYING INTO EXISTING MAINS FOR HYDRAULIC PURPOSES. 3. ALL WORK TO BE PERFORMED AS PER NFPA 13. 4. HANGERS TO BE PLACED EVERY 4TH TRUSS OR +/- EVERY 8' FOR NEW 4" MAIN. DRAWING NOTES FLOW TEST DATA FIRE PROTECTION CABANA/FITNESS 1ST FL SLOPE 5 : 12 SLOPE 5 : 12 RIDGEVALL E Y V A L L E Y SLOPE 5 : 12 SLOPE 5 : 12 RIDGEV A L L E Y VALL E Y RIDGESLOPE12 : 12SLOPE12 : 12SLOPE12 : 12SLOPE12 : 12SLOPE 7 : 12 GABLE ENDSLOPE 7 : 12 SLOPE 7 : 12 RIDGEGABLE END GABLE E N D SLOPE12 : 12RIDGEGABLE ENDSLOPE7 : 12SLOPE 7 : 12 SLOPE 7 : 12 SLOPE7 : 12SLOPE7 : 12SHED DORMER VALLEY SHED DORMER VALLEY SHED DORMER VALLEY SHED DORMER VALLEY VALLEY VALLEY VALLEY VALLEY CAPPED OFF AND RECONNECTED AT NEW RISER LOCATION FIRE PROTECTION CABANA/FITNESS ATTIC NEW RISER LOCATION FEED FROM SYSTEM BELOW. ALL OTHER PIPING AND HEADS EXISTING TO REMAIN. 200 201 202 204 205 206 207 208 213 209 210 211212 203 207A DENOTES NEW PIPE DENOTES EXISTING PIPE TO REMAIN DENOTES RELOCATED/ADDED FIRE SPRINKLER HEAD DENOTES FIRE SPRINKLER HEAD TO BE RELOCATED DENOTES EXISTING PIPE TO DENOTES FIRE SPRINKLER HEAD TO BE REMOVED DENOTES EXISTING FIRE SPRINKLER HEAD TO REMAIN 27 DENOTES NEW CONNECTION DENOTES HYDRAULIC NODE POINT DENOTES PLUG DENOTES CAP DENOTES FIRE RISER LOCATION SYMBOLS LEGEND BE REMOVED A X R R X MAXIMUM DISTANCE BETWEEN HANGERS BM 24x36HFIRE SPRINKLER, INC.