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1600 Selva Marina Drive 14-00000947 (Fire Sprinker) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 Appli on Number . . . . . 14-00000947 Date 7/24/14 RE number . . 169399-0000 NCR OLD ACCOUNT NUMBERS . . . AB04050 Tenant nbr, name . . . . . . MAIN CLUB HOUSE Application type description MECHANICAL FIRE PERMIT Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ATLANTIC BEACH PARTNERS, LLC BENDER & MODLIN FIRE SPRINKLER 414 OLD HARD RD SUITE 502 170-G COLLEGE DR -ORANGE PARK FL 32003 ORANGE PARK FL 32065 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL FIRE SPRINKLER Additional desc . . Permit Fee . . . . 229 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/24/14 Qty Unit Charge Per Extension BASE FEE 55 . 00 1 . 00 30 . 0000 EA M FIRE SPRKL 1ST 40 HEADS 30 . 00 36 . 00 4 . 0000 EA M FIRE SPRKL >40 EA ADDTL 10 144 . 00 ---------------------------------------------------------------------------- Special Notes and Comments STICKER FOR OVERCURRENT PROTECTION MUST BE ON A/C EQUIPMENT PRIOR TO INSPECTION. FAILURE TO COMPLY WILL RESULT IN A FAILED INSPECTION AND REINSPECT FEES . NO EXCEPTIONS . ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 3 .44 STATE MECH DBPR SURCHARGE 3 .44 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 229 . 00 229 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 6 . 88 6 . 88 . 00 . 00 Grand Total 235 . 88 235 . 88 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 6ender/�""' Immodl F I L E Copy a� 'FI RE S P R I !' LEIS, Fire Protection by Computer Design bender&modlin FIRE SPRINKLER 170-G College Drive Orange Park, FL 32065 (904)298-2637 Job Name Atlantic Beach CC Area#1 Building Main Club House Location Atlantic Beach, FL System : 1 Contract Data File Atlantic Beach CC Area#1.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender& modlin FIRE SPRINKLER Page 1 Atlantic Beach CC Area#1 Date 5/25/2014 Hydraulic Design Information Sheet Name - Atlantic Beach Country Club Area #1 Date - 5/25/2014 Location - Atlantic Beach, FL Building - Main Club House 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 - 1500 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 - 278.1 Press Required - 66.1 at TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7/23/2014 Cap. - T Time of Test - 2:17pm Rated Cap.- Elev.- E Static Press - 73 @ Press - R Residual Press - 61 Elev. - Well Flow - 1909 Proof Flow S Elevation - U P Location - P L Source of Information - AHJ Y C Commodity Class Location 0 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 0 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 e v r C) Lo N N V' C14 SCD e r r r 0 N 00 Oa0 Lf) U N t-0 0 t-(O a) rrOrN to (6 3N^E a2-0a) cU-a- cp c o OEEEE'rn o ma) aa) Z5 �; V) 41 5,5, 5, WU)U) U)� 04 CN OM M E a) p oro 0 CO O O Q O (D � r S Z r v c_ CD _ 0 a' a) 0 U C ^ U LO U) OR N O< > C) S N Z > E O J O7 LL O 0- C) N O :3 C) C- r E 0 U 0 C) OD MSO) W rl-(0 Y 0 0 U a *t NCO (D � ns cnn- � w E m m EQ a o 0 CU L U n2.,2:2 d >+ U cA-a a) U) Q - V M o0 Q O () N O—NN (n � m �UUU +- U >• M N O O O CD CD O O O O O O O C U — — — — r O W ti O In d M N (O W d) Q d fn (A p W Pre.5sure/ Flow Summary - STANDARD bender& modlin FIRE SPRINKLER Page 4 Atlantic Beach CC Area#1 Date 5/25/2014 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 17 13.333 48.64 na 14 13.333 48.31 na 18 13.333 48.6 na 30 29.333 5.6 21.54 na 25.99 0.1 120 7.0 31 29.333 5.6 21.67 na 26.07 0.1 120 7.0 9 29.333 31.33 na 8 29.333 31.2 na 1 29.333 5.6 20.0 na 25.04 0.1 240 20.0 2 29.333 5.6 20.03 na 25.06 0.1 240 20.0 3 29.333 5.6 20.15 na 25.14 0.1 240 20.0 4 29.333 5.6 20.41 na 25.3 0.1 240 20.0 5 29.333 5.6 20.85 na 25.57 0.1 240 20.0 6 29.333 23.56 na 7 29.333 28.93 na 10 29.333 32.6 na 11 29.333 32.86 na 12 29.333 33.74 na 13 19.0 41.92 na 15 13.333 48.41 na 16 13.333 48.51 na 19 13.333 49.09 na 20 13.333 49.36 na 35 13.333 49.68 na TOR1 13.333 50.32 na BOR1 1.0 60.57 na UG2 0.0 61.08 na BKFL 0.0 61.14 na HOSE 0.0 66.15 na 100.0 TEST 0.0 66.15 na The maximum velocity is 18.14 and it occurs in the pipe between nodes 6 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 6 end e r/�/1,-L\\—Mo d1in ��a jFIREPI II K�ER, INC Fire Protection by Computer Design bender&modlin FIRE SPRINKLER 170-G College Drive Orange Park, FL 32065 (904)298-2637 Job Name Atlantic Beach CC Area#2 Building Main Club House Location Atlantic Beach, FL System 1 Contract Data File Atlantic Beach CC Area#2.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender& modlin FIRE SPRINKLER Page 1 Atlantic Beach CC Area 42 Date 5/25/2014 Hydraulic Design Information Sheet Name - Atlantic Beach Country Club Area #1 Date - 5/25/2014 Location - Atlantic Beach, FL Building - Main Club House System No. - 1 Contractor - bender & modlin FIRE SPRINKLER INC Contract No. - Calculated By - Marcel Ardelean Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 13'-4" Occupancy - Kitchen S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 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 - 1160 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make tyco D Area Per Sprinkler - 130 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.200 G Hose Allowance - Outside - N Note Calculation Flow Required - 419.7 Press Required - 58. 9 at TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7/23/2014 Cap. - T Time of Test - 2:17pm Rated Cap.- Elev.- E Static Press - 73 @ Press - R Residual Press - 61 Elev. - Well Flow - 1909 Proof Flow S Elevation - U P Location - P L Source of Information - AHJ Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 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 r 'ct r O N U-i _ N O-(D (D a) N t7 Nr0 �N N IT-00 CD M U a) O Mtn��� 07.-- .. .. .. .. .. .. (p (0 d O a) O � c U) ca 3NE oma) clic c❑ c oEE E rn o �� � � ao � u� u�❑ rn� `- 5,5, W(n(n U) i U) i a) c�NN OM (B Q) 0 0 Cl) O C) Q C) U) co D z E m v c C) _ 0 �t aD 0 U C OR f6 O< T N Z S � T E 0 m LL O CL O O C) a E 0 U 0 0 O O CO 0 00 W J Y � Z_ N N of N j U) 3: O U a4t V) - o (0 U) m u)n u °'-- � Q n � � 04 o �+ c U U) 4) a> Io a 0 a) o U U N m U L• U O O O O O O M V M N — o O O O O O O O O O — — — — •- .- 0 M ti W LO IT M N � QQ d � W (n (n ❑ of W Pressure / Flow Summary - STANDARD bender& modlin FIRE SPRINKLER Page 4 Atlantic Beach CC Area#2 Date 5/25/2014 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 121A 10.667 5.6 14.62 na 21.41 0.15 120 7.0 120 10.667 5.6 13.73 na 20.75 0.15 120 7.0 121 13.333 15.02 na 122 13.333 20.67 na 127A 10.667 5.6 17.54 na 23.45 0.15 120 7.0 126A 10.667 5.6 16.37 na 22.66 0.15 120 7.0 125A 10.667 5.6 13.15 na 20.31 0.15 120 7.0 124 10.667 5.6 12.35 na 19.68 0.15 120 7.0 125 13.333 13.4 na 126 13.333 17.15 na 127 13.333 18.31 na 130A 10.667 5.6 17.94 na 23.72 0.15 120 7.0 129 10.667 5.6 17.16 na 23.2 0.15 120 7.0 130 13.333 18.6 na 131 13.333 20.6 na 133A 10.667 5.6 16.67 na 22.86 0.15 120 7.0 133 13.333 17.29 na 135A 10.667 5.6 14.11 na 21.03 0.15 120 7.0 134 10.667 5.6 13.73 na 20.75 0.15 120 7.0 135 13.333 14.48 na 137A 10.667 5.6 14.54 na 21.35 0.15 120 7.0 136 10.667 5.6 13.2 na 20.34 0.15 120 7.0 137 13.333 13.9 na 101A 10.667 5.6 13.0 na 20.19 0.15 120 7.0 20 13.333 36.31 na 18 13.333 33.51 na 14 13.333 33.19 na 15 13.333 23.59 na 123 13.333 22.26 na 128 13.333 21.34 na 132 13.333 21.18 na 100 10.667 5.6 10.33 na 18.0 0.15 120 7.0 101 13.333 11.91 na 102 13.333 15.82 na 103 13.333 16.66 na 104 13.333 16.69 na 105 13.333 17.27 na 106 13.333 18.21 na 16 13.333 21.18 na 17 13.333 31.22 na 19 13.333 34.39 na 35 13.333 37.27 na TOR1 13.333 39.16 na DOR1 1.0 53.12 na Uu2 0.0 53.77 na BKFL 0.0 53.97 na HOSE 0.0 58.98 na 100.0 TEST 0.0 59.0 na The maximum velocity is 17.42 and it occurs in the pipe between nodes 130 and 131 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r 6ender '�\\irnodhn A RE S OFAI t K LER, INC Fire Protection by Computer Design bender&modlin FIRE SPRINKLER 170-G College Drive Orange Park, FL 32065 (904)298-2637 Job Name Atlantic Beach CC Area#3 Building Tennis/Fitness Center Location Atlantic Beach, FL System 1 Contract Data File Atlantic Beach CC Area#3.WX3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r bender& modlin FIRE SPRINKLER Page 1 Atlantic Beach CC Area#3 Date 5/25/2014 Hydraulic Design Information Sheet Name - Atlantic Beach Country Club Area #3 Date - 5/25/2014 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 - 1500 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 - 269.8 Press Required - 67.3 at TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7/23/2014 Cap. - T Time of Test - 2:17pm Rated Cap.- Elev.- E Static Press - 73 @ Press - R Residual Press - 61 Elev. - Well Flow - 1909 Proof Flow S Elevation - U P Local1011 - P L Source of Information - AHJ Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storaqe ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceilinq A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r- C) N ti CSU) —O) N CD 0) 00 r— N N LDO O O N U �COKO(OIA a) N r r 04 co .. .. .. .. .. .. a- 0 -0 fn (6 o -Oa) CIEL C❑ O o 0EEEE � 000 iaa) a) 0CU A >,5,O >,� W U)U) co O�NN OM M co00020U) E co 0 (1) 0 O Q CD c. Z E m L v c O _ 0 v m O U C U Ln a) CC) m CD o< _ N Z E O m J p) LL O CL O N O O O O_ E O U rn o O o0 CM O W r-(0 Y � 0 cl CD U a Ngo t° U) m NaLL W � Q a :3 :3 o U LL U q��v =-- w 0 Q -6 t �V)�Of U o Q O N 1 N m E N MANN co 06 m �UUU �-- U tOC) V OM N O O O O O O O O O O r Pressure / Flow Summary - STANDARD bender& modlin FIRE SPRINKLER Page 4 Atlantic Beach CC Area#3 Date 5/25/2014 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 209 29.333 37.81 na 200 29.333 5.6 13.57 na 20.63 0.1 120 7.0 201 29.333 5.6 14.77 na 21.52 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 20.21 na 25.17 0.1 240 20.0 205 29.333 5.6 20.58 na 25.41 0.1 240 20.0 206 29.333 5.6 21.17 na 25.77 0.1 240 20.0 207 29.333 5.6 22.02 na 26.28 0.1 240 20.0 208 29.333 32.58 na 210 29.333 38.09 na 211 29.333 38.95 na 212 29.333 42.8 na 213 11.75 53.03 na TOR2 13.333 52.59 na BOR2 1.0 61.4 na UG1 0.0 62.09 na UG2 0.0 62.33 na BKFL 0.0 62.39 na HOSE 0.0 67.39 na 100.0 TEST 0.0 67.4 na The maximum velocity is 17.29 and it occurs in the pipe between nodes 207 and 208 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 is 6ende odliwn r/�/ INM Fire Protection by Computer Design bender& modlin FIRE SPRINKLER 170-G College Drive Orange Park, FL 32065 (904)298-2637 Job Name Atlantic Beach CC Area#4 Building Tennis/Fitness Center Location Atlantic Beach, FL System 1 Contract Data File Atlantic Beach CC Area#4.WX4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender&modlin FIRE SPRINKLER Page 1 Atlantic Beach CC Area#4 Date 5/25/2014 Hydraulic Design Information Sheet Name - Atlantic Beach Country Club Area #4 Date - 5/25/2014 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 - 1034 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 - 248.3 Press Required - 59.1 at TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7/23/2014 Cap. - T Time of Test - 2:17pm Rated Cap.- Elev.- E Static Press - 73 @ Press - R Residual Press - 61 Elev. - Well Flow - 1909 Proof Flow S Elevation - U P T,o(-.ati nn - P L Source of Information - AHJ Y C Commodity Class Location 0 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 0 C R K Flue Spacing Clearance:Storage to Ceiling A LonyiLudinal 'Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C) N to r-0014' 00O N LO ao NMCO) chM cD N 00 O 00 O��O� ,j U @ (6 a_ C) m o U) (D 3 cn —E o a) a) Co c 0 ° EEEE2) CD > a) a) a)2M i — if) (n >,>.v 5, w U)U) U) ��—NN OM CDC)00=0U) E D � co 0 m 0 CD Q C) co Z E m L a C O O r � O U C U LO a) 00 f0 O O< 2 N Z a r � O E LL O LL O N O 7 o n E 0 U rn 0 0 0 M rn 00 W r-(D w Y W Z d) N 0 U a U) - o m U) as NnLL (D-- cu a3 Q n =3 :3 o U LL V :wU)U Q o Q c "U)w� U o Q O W O Co �UUU N L ` U T O O O O O O M d• M N — O O O O O O O O O O Us— .— — — — — O ao ti c0 c0 It M N nQ n n w cn cn w Pressure / Flow Summary - STANDARD bender& modlin FIRE SPRINKLER Page 4 Atlantic Beach CC Area#4 Date 5/25/2014 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual __ Req. D001 0.0 5.6 7.17 na 15.0 0.1 150 7.0 321A 25.0 5.6 13.62 na 20.67 0.1 150 7.0 320A 25.0 5.6 12.47 na 19.77 0.1 150 7.0 306A 25.0 5.6 13.87 na 20.86 0.1 150 7.0 305A 25.0 5.6 12.97 na 20.17 0.1 150 7.0 304A 25.0 5.6 12.29 na 19.63 0.1 150 7.0 303 25.0 13.22 na 320 25.0 13.48 na 321 25.0 14.76 na 300 25.0 5.6 7.17 na 15.0 0.1 150 7.0 301 25.0 K=K @ EQ01 7.88 na 15.27 302 25.0 K=K @ EQ01 9.74 na 16.99 304 25.0 13.29 na 305 25.0 14.01 na 306 25.0 14.97 na 307 25.0 23.32 na 308 11.75 45.01 na TOR2 11.75 45.2 na BOR2 1.0 53.22 na UG1 0.0 53.86 na UG2 0.0 54.04 na BKFL 0.0 54.09 na HOSE 0.0 59.09 na 100.0 TEST 0.0 59.09 na The maximum velocity is 15.93 and it occurs in the pipe between nodes 302 and 303 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender& modlin FIRE SPRINKLER Page 1 Atlantic Beach CC Area#5 Date 5/25/2014 Hydraulic Design Information Sheet Name - Atlantic Beach Country Club Area #5 Date - 5/25/2014 Location - Atlantic Beach, FL Building - Main Club House System No. - 1 Contractor - bender & modlin FIRE SPRINKLER INC Contract No. - Calculated By - Marcel Ardelean Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 14'-0" Occupancy - PORTICOCHERE 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 - 541 System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make tyco D Area Per Sprinkler - 125 (X) 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.200 G Hose Allowance - Outside - N Note Calculation Flow Required - 172.2 Press Required - 58.1 at TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7/23/2014 Cap. - T Time of Test - 2:17pm Rated Cap.- Elev.- E Static Press - 73 @ Press - R Residual Press - 61 Elev. - Well Flow - 1909 Proof Flow S Elevation - U P Location - P L Source of Information - AHJ Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. v R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 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 v C) N LON N oNr- X000 N in cMDNCD Nr N U ui(VLOOO N j I— (L) (1) N 0). N M tl p N -O � c cn (Sf 3: cnE oa)-0a) ct% I c❑ c o ° EEEEm 00 is a) m a) a) �iainpin� � aav� WUU U.C-- u a) c—NN OM N cappp=0U E m pr- 00 0 M O O Q O S Z E m s v _c O _ O � m r � O U C � a) 00 O O< S N Z T r � O E Ul O L O N O CD a E 0 U rn 0 0 0 M. 0) °0 � o•- W r- U) o U a * -- 0 Uw NnW G W a) -6:3 :3 � Q a � � o U L.L U o.0:2:o Q c 0 —U0�Of o O NUaO Q g. Cc m �UUU ` L) 0 0 0 0 0 0 O V) -t M N O O o O O O O O O O p w W � Q Pressure / Flow Summary - STANDARD bender& modlin FIRE SPRINKLER Page 4 Atlantic Beach CC Area#5 Date 5/25/2014 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 423 13.0 5.6 13.56 na 20.62 0.1 125 7.0 424 14.0 14.5 na 422A 13.0 5.6 13.83 na 20.83 0.1 125 7.0 420 14.0 14.68 na 421 14.0 14.68 na 422 14.0 14.68 na 402A 13.0 5.6 8.19 na 16.03 0.1 125 7.0 400 13.0 5.6 7.0 na 14.82 0.1 125 7.0 401 14.0 7.25 na 402 14.0 8.55 na 403 14.0 14.77 na 404 14.0 16.27 na TORD 11.333 44.66 na BORD 1.0 52.61 na UG2 0.0 53.06 na BKFL 0.0 53.07 na HOSE 0.0 58.07 na 100.0 TEST 0.0 58.07 na The maximum velocity is 11.45 and it occurs in the pipe between nodes 402 and 403 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 bender& modlin FIRE SPRINKLER Page 1 Atlantic Beach CC Area#6 Date 5/25/2014 Hydraulic Design Information Sheet Name - Atlantic Beach Country Club Area #6 Date - 5/25/2014 Location - Atlantic Beach, FL Building - Main Club House System No. - 1 Contractor - bender & modlin FIRE SPRINKLER INC Contract No. - Calculated By - Marcel Ardelean Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 25'-0" Occupancy - Golf Pro Shop Room S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 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 - 548 System Type Sprinkler/Nozzle Density - .20 (X) Wet Make D Area Per Sprinkler - 130 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 - 456.5 Press Required - 64 at TEST Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7/23/2014 Cap. - T Time of Test - 2:17pm Rated Cap.- Elev.- E Static Press - 73 @ Press - R Residual Press - 61 Elev. - Well Flow - 1909 Proof Flow S Elevation - U _ P Location - P L Source of Information - AHJ Y C Commodity Class Location 0 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 0 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 V O N LO co Cl) C14N LO 000.0 �� N �LO�OLOT U Lo Lo o6 O U N N cf (p (0 IZ ❑ a) a � C UA N U^E CLL LL c❑ c O E E E E � 00 M 4)W N a) (5 >OO❑ �5 TTvT w U)Un U)Y cn a C—NN OM M E W ❑ O Cl) O O Q O U) r S Z m r c_ 0 O O w U C ' U LO N � f0 a C) _ Z O J p� LL O C) 0 3 O a E O U rn o C) ao M—O w r-m J Y � Z � N 0 U a :3 0 (D Z wM W � Q n IL, o U LL U C).2. oa c �-- U) w cU cnmm U o a a t �cn�� o Q O U N N � NN j � m �UUU M � CO N O— o O O O O O O O O O >� C V — .-- — — •- — M M I- O LO "' M N � > o d w w w w m w w Pre4sure / Flow Summary - STANDARD bender& modlin FIRE SPRINKLER Page 4 Atlantic Beach CC Area#6 Date 5/25/2014 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. D001 0.0 5.6 18.37 na 24.0 0.2 120 7.0 511A 12.333 K=K @ EQ01 24.94 na 27.83 510 12.333 K=K @ EQ01 23.87 na 27.23 511 13.333 26.55 na 507A 24.0 K=K @ EQ01 23.44 na 26.98 506A 24.0 K=K @ EQ01 21.15 na 25.63 506 25.0 22.46 na 507 25.0 24.93 na 507B 25.0 33.05 na 508 13.333 38.98 na 505A 24.0 K=K @ EQ01 20.15 na 25.02 504 24.0 K=K @ EQ01 18.62 na 24.05 505 25.0 21.39 na 501 A 25.0 K=K @ EQ01 18.55 na 24.0 17 13.333 44.88 na 14 13.333 46.0 na 18 13.333 46.01 na 15 13.333 45.66 na 16 13.333 45.34 na 509 13.333 40.36 na 500 13.333 K=K @ EQ01 21.5 na 25.84 501 13.333 25.15 na 502 13.333 34.55 na 503 13.333 39.11 na 19 13.333 40.47 na 20 13.333 46.25 na 35 13.333 46.67 na TOR1 13.333 47.52 na BOR1 1.0 58.36 na UG2 0.0 58.89 na BKFL 0.0 58.98 na HOSE 0.0 63.99 na 250.0 TEST 0.0 64.0 na The maximum velocity is 20.44 and it occurs in the pipe between nodes 511 and 508 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Buildin Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247 41) -5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRAC' ING FORM Property Address: 16 0Q �sel 4, QM3ad.- Tent review required Yes No / Buildrnc , Applicant: �Adg& q Adz � ,&1 ng Zoning Tree Ad–, rnistrator Project: �� .00 /1'A Ic Public V'.',A.,:s -'— Public 'r: elk 6 A&66 Publ' Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified R Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Der. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: / �7 TREE ADMIN. Second Review: []Approved as revised. ❑Denies+ PUBLIC WORKS Comments: PUBLIC UTILITIES SAFETYReviewed by: Date: (:: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denies Comments: Reviewed by: Date: Revised 05114/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Buildin Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: �Z City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 140esglv&,72 441 No s Applicant: M,1dz1'A1 Project: �e rf Other Agency Review or Permit Required of Florida Dept.of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ODenied. (Circle one.) Comments: B ILDING /� // PLANNING &ZONING Reviewed by: Date: /_` 6 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 ' Ph(904)247-5826 Fax (904)247-5845 �A M PERMrr# 3�0000 �►� JOB ADDRESS: I(DOQ �EO PROJECT VALUE $ ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Seer Rating Heat: Unit Quantity BTU's Per Unit gREQUIRED Duct Systems: Total CFM FIRE PREVENTION �D (Requires 3 sets of plans) Fire Sprinkler System Quantity a vires 3 sets of plans) Fire Standpipe Quantity (Re 3 sets of plans) Underground Fire Main Value ( q Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. -7 �jJMPhone Number�4�'z�CD`�Z 1 Property Owners Name Phn S t=>�Y ,?%-2 31 Mechanical Company NO 0 U n! ri �bJVAfffifice Phone _ax 9o4-M-3160 © _ ` ityNC�E 1 I1fZI� State Zip 20 Co. Address: , 'n License Holder(Print): 0. IV r i ><ca i n/Registration# �� �7C111 99 Notarized Signature of License Holder 1 Before me this day of J o n'tr20 r°,:••.,�% KELLY B.FtAVVI(INS * * MY COMMISSION d FF 049934 EXPIRES:October 19,2017 Bonded Thru Budget No"Services