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SILVER AV_13 #A-D 1OF2.pdf
Permit No. • • • • • ••• ..■•■ • Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4S/3 extension 114 Fax: (912) 786-9539 - 2 3 Owner's Name Gen. Contractor r J Date Requested - 01 4 - 07 Date Needed Subcontractor Contact Number C" Ike r Location Inspector W A -1) Date of Inspection Type of Inspection r\c-oe r 1 f\ c=‘- -C: r4 al ow P 5r:'i R.= Pass Eg Fad Permit No. Owner' Name Gen. Cnntractor Contact Number Location Inspector Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 - C 23 r ec CLJ 006 e-bri) Type ot inspection • DatP Requested 3 01 Date Needed ( 01 Subcontractor r-1 r . Date of Inspection .r■ •\ t e r k Pass • ---- -PMCctea?i\ ock4T3 fdit -Ozov-tov- .3-10 osttP Mir\ 1)0i• OE 6A-QX--- cLacL) Rt\W\-10\.3 1.1orr /VeLGETIOCJ DATE ISSUED: 11 -29 -2005 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT SPRINKLER 13 SILVER AVE ABCD INTERNATIONAL FIRE PROTECTION 5578 EXPORT BV GARDEN CITY GA 31408 INTERNATIONAL FIRE PROTECTION 5578 EXPORT BV GARDEN CITY GA 31408 P $ 42.75 $ 1.00 PERMIT #: 050523 TOTAL BALANCE DUE: $ 42.75 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org Inspection Report C itAd of I y bee Island 403 Butter Avenue P.O. Box 749 Tybee Island, GA 31378 Phon ° 714G-4573 extensions 104, 107, or 114 Qs_ oSZ3 Fax: 786 -9539 Permit No! Owner's Name: Gen. Contractor Contact Number: Date Requested: �1 Date Needed: ( V"' 2 ' � Subcontractor: N 1 ax. 4 I- Location: \/ L 061i t Date of Inspection: I Comments: in .cpPrtrorr 1. Type of Inspection. J� 4- C , } V\\)q WO' 1C-.<3t-- c,-;:‘ ( ---� 1- NAL ( PS1/49 Timie of Inspection: T CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA. 31328 3 5:ivcr PLUMBING INSPECTIONS PERMIT OS -oS23 CONTRACTOR _.:orn re en 72 02 ' L f"� P/2.0 Y Gy �v-.- CONTRACTOR' S ADDRESS S S' 7 2 f -r 3e.4'0 JOB ADDRESS LOT g L UQ"? 40e ✓I.a, -„ 2 7-Y deo. +-7S(.4 OWNER WORK WILL BE READY FOR INSPECTION 2 cv'K5 011 2- BACK FLOW PREVENTOR OIL OR GREASE INTERCEPTORS WATER SERVICE LINES -NEW RESIDENCE COMMERCIAL DISP. UP TP 1 1/2 HP PLUGGED OR FIX. OPENING EACH WATER SERVICE LINES REPLACEMENTS DRAIN ROOF OR AREA PLUMBING FIXTURE EACH .WATER SOFTNERS DRAINAGE OR VENT PIPING REPAIRS /ALTER REPLACE FIXTURE OTHER 11 FIRE PROTECT N4 SPRINKLER SYS. PER HEAD _ - 71 RESIDENTIAL DISPOSAL UNIT HOSE BIBBS WITH OR WITHOUT VACCUUM BREAKER RESIDENTIAL HOUSE SEWER I CEMAKERS VACCUUM BREAKERS n i X. Z S 2 S.-5o I 1 •"1 S- LAWN SPRINKLER SYSTEMS EACH WATER SERVICE MAINS 011 2- PROJECT SUBMITTAL Lot #4 & #5 Silver Avenue Tybee Island, GA International Fire Protection, Inc. 5578 Export Boulevard Garden City, GA 31408 Phone (912) 966 -0444 Fax (912) 966 -1144 http: / /www.candoifp.com/ Contents: 1. Hydraulic Calculations 2. Equipment Data Sheets LUU_) 1J. UU CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA. 31328 PLUMBING INSPECTIONS PERMIT CONTRACTOR CONTRACTOR' LO/ 4/-14Lib JOB ADDRESS__ OWNER_ WORK WILL BE Patcrial hr. .r_ DRESS �•T' •1..1 ' READY FOR I NSPECTION 2_z - -S3 MM-MMsz 10/lam ===1== a a - - - ========3, = = = = = = = = = = = = .x.=3=3= BACK FLOW PREVENTOR OIL OR GREASE INTERCEPTORS WATER SERVICE LINES -NEW RESIDENCE COMMERCIAL DISP. UP TP 1 1/2 HP PLUGGED OR FIX. OPENING EACH kr WATER SERVICE LINES REPLACEMENTS DRAIN ROOF OR AREA PLUMBING FIXTURE EACH ,WATER , SOFTNERS DRAINAGE OR VENT PIPING REPAIRS /ALTER REPLACE FIXTURE OTHER FIRE PROTECTION SPRINKLER SYS. /l PER HEAD RESIDENTIAL DISPOSAL UNIT HOSE BIBBS WITH OR WITHOUT VACCUUM BREAKER RESIDENTIAL HOUSE SEWER ICEMAKERS VACCUUM BREAKERS LAWN SPRINKLER SYSTEMS EACH WATER SERVICE MAINS " " r v " " . , L . . , . , r 1 1 1 u i a a a - n u p . 1 T E I S L A N D F I R E D E P A R T M E N T H Y D R A N T L O C A T I O N : C e n t e r S t r e e t @ E a s t E n d H Y D R A N T N U M B E R : # 6 7 S T A T I C P I T O T R E S I D U A L F L O W D A T E T I M E C O R C C W G R O I L E A S E I N I T I A L q - D 3 Q 4 c i t i 5 / D A 0 6 7 1 q . C C C 0 L 0 0 u p p l y . . o s O f { 7 1 1 1 i l l 1 ( c ) ( 4 - - 3 0 1 - 4 - O C I Q O S I B 4 V I P : C O - - T O L i q 5 y l ( u 1 g 3 - 1 9 . ( b C C U } ' A k ' L f k A r n 1 9 5 q - - 6 1 7 o K , i a ' n c C G q 9 1 2 / 2 4 9 9 t c ? : c ) e C ' L L ( j . e a m ( i r o ( c c i q D a i t / i s / E t P : a b f i t ) . S b t i g o 5 1 6 i c a I c i L G C a l ) i i s C i n - \ C O 3 - - ) C - c ' - / - y S ( ) 1 . 0 6 I A 3 } 4 ; 1 ) 1 C c - D L i i 5 ' I F : c , - 5 L ' I ) a j y I - i t y . " L ' C , L C . ; I , , - , , 5578 Export Blvd. Garde- City, Georgia 31408 HYDRAULIC CALCULATIONS FOR Silver Avenue Condos Lot #4 & #5 Silver Avenue ^Tybee Island, Georgia 31328 FILE NUMBER: silvercondogarage DATE: November 3, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: Residential DENSITY: .05 gpm /sq. ft. (Minimum) AREA OF APPLICATION: 1 Sprinklers In Compartment COVERAGE PER SPRINKLER: Varies (Max 16' x 16') sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 13.7 gpm TOTAL WATER REQUIRED (including hose): 13.7 gpm FLOW AND PRESSURE (@ BOR): 13.7 gpm @ 20 psi SPRINKLER ORIFICE SIZE: 1/2 inch (K =4.9) NAME OF CONTRACTOR: International Fire Protection, Inc. DESIGN /LAYOUT BY: Arthur A. Gould CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27060936 ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/4/2005 C: \TRICIA \SILVER STRF- T \SILVERCONDO.SDF JOB TITLE: silvercondo WATER SUPPLY DATA ..JURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 70.0 48.0 950.0 70.0 13.7 20.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 13.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 13.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 51 35.3 52 35.3 R6 34.3 R5 27.1 45 27.1 26.6 44 26.6 43 27.1 42 26.6 41 26.6 40 27.1 37 17.3 36 17.8 35 17.3 34 17.3 33 17.8 32 17.8 31 17.3 30 17.8 24 8.6 23 8.1 22 8.6 21 8.1 20 8.6 19 8.6 R4 17.8 R3 8.6 R2 4.0 R1 4.0 SOURCE 0.0 NODE TYPE K= 4.90 SOURCE PRESSURE (PSI) -1.6 -1.6 -1.1 2.0 1.8 2.0 2.2 1.9 2.1 2.1 1.9 5.8 5.6 5.6 5.6 5.4 5.4 5.7 5.5 7.8 8.2 8.0 8.5 8.2 8.6 6.1 10.1 12.1 18.1 20.0 DISCHARGE (GPM) 13.7 _3.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/4/2005 C: \TRICIA \SILVER STR' T \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE DATA APE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -2.5 1.101 PL 10.58 PF 0.0 51 35.3 0.0 -1.6 +NAN 0.9 150 FTG - - -- PE 0.0 52 35.3 0.0 -1.6 +NAN 0.001 TL 10.58 PV Pipe: 2 -2.5 1.101 PL 23.91 PF 0.1 52 35.3 0.0 -1.6 +NAN 0.9 150 FTG 2E2T PE 0.4 R6 34.3 0.0 -1.1 +NAN 0.001 TL 50.69 PV Pipe: 3 -2.5 2.003 PL 9.25 PF 0.0 R6 34.3 0.0 -1.1 +NAN 0.3 150 FTG - - -- PE 3.1 R5 27.1 0.0 2.0 0.0 0.000 TL 9.25 PV Pipe: 4 2.5 1.101 PL 21.20 PF 0.1 51 35.3 0.0 -1.6 +NAN 0.9 150 FTG 3ET PE 3.6 40 27.1 0.0 1.9 0.0 0.001 TL 42.24 PV Pipe: 5 0.0 1.101 PL 8.00 PF 0.0 40 27.1 0.0 1.9 0.0 0.0 150 FTG - - -- PE 0.2 41 26.6 0.0 2.1 0.0 0.000 TL 8.00 PV Pipe: 6 -3.4 1.101 PL 3.04 PF 0.0 l 27.1 0.0 1.9 0.0 1.2 150 FTG - - -- PE 0.2 42 26.6 0.0 2.1 0.0 0.003 TL 3.04 PV Pipe: 7 -3.4 1.101 PL 11.20 PF 0.1 42 26.6 0.0 2.1 0.0 1.2 150 FTG T PE -0.2 43 27.1 0.0 1.9 0.0 0.003 TL 20.76 PV Pipe: 8 0.0 1.101 PL 0.50 PF 0.0 44 26.6 0.0 2.2 0.0 0.0 150 FTG - - -- PE -0.2 43 27.1 0.0 1.9 0.0 0.000 TL 0.50 PV Pipe: 9 -3.4 1.101 PL 22.58 PF 0.1 43 27.1 0.0 1.9 0.0 1.2 150 FTG ET PE 0.0 R5 27.1 0.0 2.0 0.0 0.003 TL 35.97 PV Pipe: 10 -6.0 2.003 PL 9.25 PF 0.0 R5 27.1 0.0 2.0 0.0 0.6 150 FTG - - -- PE 4.0 R4 17.8 0.0 6.1 0.0 0.000 TL 9.25 PV Pipe: 11 7.7 1.101 PL 22.29 PF 0.4 R4 17.8 0.0 6.1 0.0 2.6 150 FTG ET PE 0.0 36 17.8 0.0 5.6 0.0 0.012 TL 35.68 PV Pipe: 12 0.0 1.101 PL 0.50 PF 0.0 37 17.3 0.0 5.8 0.0 0.0 150 FTG - - -- PE -0.2 ,6 17.8 0.0 5.6 0.0 0.000 TL 0.50 PV Pipe: 13 36 17.8 35 17.3 7.7 1.101 PL 11.00 PF 0.2 0.0 5.6 0.0 2.6 150 FTG T PE 0.2 0.0 5.6 0.0 0.012 TL 20.56 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/4/2005 C: \TRICIA \SILVER STR'-T \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 14 7.7 1.101 PL 0.50 PF 0.0 35 17.3 0.0 5.6 0.0 2.6 150 FTG - - -- PE -0.2 33 17.8 0.0 5.4 0.0 0.012 TL 0.50 PV Pipe: 15 -6.0 1.101 PL 5.04 PF 0.0 33 17.8 0.0 5.4 0.0 2.0 150 FTG - - -- PE 0.0 32 17.8 0.0 5.4 0.0 0.007 TL 5.04 PV Pipe: 16 0.0 1.101 PL 5.66 PF 0.0 32 17.8 0.0 5.4 0.0 0.0 150 FTG - - -- PE 0.2 34 17.3 0.0 5.6 0.0 0.000 TL 5.66 PV Pipe: 17 -6.0 1.101 PL 2.50 PF 0.1 32 17.8 0.0 5.4 0.0 2.0 150 FTG T PE 0.0 30 17.8 0.0 5.5 0.0 0.007 TL 12.06 PV Pipe: 18 0.0 1.101 PL 0.50 PF 0.0 31 17.3 0.0 5.7 0.0 0.0 150 FTG - - -- PE -0.2 30 17.8 0.0 5.5 0.0 0.000 TL 0.50 PV Pipe: 19 -6.0 1.101 PL 22.12 PF 0.3 30 17.8 0.0 5.5 0.0 2.0 150 FTG 2ET PE -4.0 A5 27.1 0.0 1.8 0.0 0.007 TL 39.33 PV Pipe: 20 0.0 1.101 PL 0.50 PF 0.0 46 26.6 0.0 2.0 0.0 0.0 150 FTG - - -- PE -0.2 45 27.1 0.0 1.8 0.0 0.000 TL 0.50 PV Pipe: 21 -6.0 1.101 PL 4.08 PF 0.1 45 27.1 0.0 1.8 0.0 2.0 150 FTG T PE 0.0 40 27.1 0.0 1.9 0.0 0.007 TL 13.64 PV Pipe: 22 13.7 1.101 PL 18.87 PF 0.8 33 17.8 0.0 5.4 0.0 4.6 150 FTG E PE 4.0 19 8.6 0.0 8.6 0.0 0.034 TL 22.70 PV Pipe: 23 13.7 1.101 PL 3.75 PF 0.4 19 8.6 0.0 8.6 0.0 4.6 150 FTG 2E PE 0.0 20 8.6 0.0 8.2 0.0 0.034 TL 11.40 PV Pipe: 24 0.0 1.101 PL 0.50 PF 0.0 20 8.6 0.0 8.2 0.0 0.0 150 FTG - - -- PE 0.2 21 8.1 0.0 8.5 0.0 0.000 TL 0.50 PV Pipe: 25 13.7 1.101 PL 6.62 PF 0.2 20 8.6 0.0 8.2 0.0 4.6 150 FTG - - -- PE 0.0 22 8.6 0.0 8.0 0.0 0.034 TL 6.62 PV Pipe: 26 0.0 1.101 PL 0.50 PF 0.0 2 8.6 0.0 8.0 0.0 0.0 150 FTG - - -- PE 0.2 23 8.1 0.0 8.2 0.0 0.000 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/4/2005 C: \TRICIA \SILVER STRr- T \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 27 13.7 1.101 PL 5.37 PF 0.2 22 8.6 0.0 8.0 0.0 4.6 150 FTG - - -- PE 0.0 24 8.6 4.9 7.8 13.7 0.034 TL 5.37 PV Pipe: 28 -13.7 2.003 PL 9.25 PF 0.0 R4 17.8 0.0 6.1 0.0 1.4 150 FTG - - -- PE 4.0 R3 8.6 0.0 10.1 0.0 0.002 TL 9.25 PV Pipe: 29 -13.7 2.003 PL 6.91 PF 0.1 R3 8.6 0.0 10.1 0.0 1.4 150 FTG 4E PE 2.0 R2 4.0 0.0 12.1 0.0 0.002 TL 32.84 PV Pipe: 30 FIXED PRESSURE LOSS DEVICE R1 4.0 0.0 18.1 0.0 6.0 psi, 13.7 gpm R2 4.0 0.0 12.1 0.0 Pipe: 31 -13.7 2.003 PL 80.00 PF 0.1 R1 4.0 0.0 18.1 0.0 1.4 150 FTG - - -- PE 1.7 SOURCE 0.0 SRCE 20.0 (N /A) 0.002 TL 80.00 PV NOTES: ;1) Calculations were performed by the HASS 7.6 computer program under license no. 27060936 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.013 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 4.6 ft /sec at pipe 22. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 80.0 70.0 G A 60.0 U G E R E S S U R P s i 50.0 40.0 30.0 20.0 2 WATER SUPPLY ANALYSIS Static: 70.00 psi Resid: 48.00 psi Flow: 950.0 gpm LEGEND Available pressure 1 n 69.99 psi @ 13.7 gpm Required pressure 2 n 20.00 psi @ 13.7 gpm A. Source Supply Curve B. System Demand Curve 10.0 _ 0.0 B -14.7 1 1 1 1 1 1 1 200 300 400 500 600 700 800 FLOW (GPM) 1 900 1000 0 H n H o H H r 0 z o • ,a ( 0 Ln N LSAS IlTIMNIIdS SISAZYNY DIZfVHQXH SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/4/2005 C: \TRICIA \SILVER STT' 7,T \SILVERCONDO.SDF JOB TITLE: silvercondo WATER SUPPLY CURVE 72+ 0 \ \\ 1 \ \ \\ \ \ \\ 66+ \ \ \\ \ \ \\ 1 \ \ \\ \ \ \\ 60+ \ \ \\ 1 \ \ \\ 1 \ \ \\ I \ \ \\ 54+ \ \ \\ \ \ \\ \ \ \\ \ \\ P 48+ 48.0 psi @ 950 gpm -> * R 1 Flow Test Point E 1 S 1 S 42+ U 1 R 1 E 1 36+ 1 t) 1 S 1 I 30+ I 1 24+ 1 x 18+ 1 1 12+ LEGEND 1 1 X = Required Water Supply 1 20.00 psi @ 13.7 gpm 6+ 1 0 = Available Water Supply 1 69.99 psi @ 13.7 gpm 0 + +- + - - - +- - -+ + 200 300 400 500 If If + + + !- 600 700 800 900 1000 FLOW (GPM) 5578 Export Blvd. Garde- City, Georgia 31408 HYDRAULIC CALCULATIONS FOR Silver Avenue Condos Lot #4 & #5 Silver Avenue ^Tybee Island, Georgia 31328 FILE NUMBER: silvercondolst DATE: November 3, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: Residential DENSITY: .05 gpm /sq. ft. (Minimum) AREA OF APPLICATION: 4 Sprinklers In Compartment COVERAGE PER SPRINKLER: Varies (Max 16' x 16') sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 78 gpm TOTAL WATER REQUIRED (including hose): 78 gpm FLOW AND PRESSURE (@ BOR): 78 gpm @ 49.1 psi SPRINKLER ORIFICE SIZE: 1/2 inch (K =4.9 & 4.4 ) NAME OF CONTRACTOR: International Fire Protection, Inc. DESIGN /LAYOUT BY: Arthur A. Gould CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27060936 ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/4/2005 C: \TRICIA \SILVER STr-ET \SILVERCONDO.SDF JOB TITLE: silvercondo WATER SUPPLY DATA OURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 70.0 48.0 950.0 69.8 78.0 49.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 78.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 78.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 35.3 20.0 52 35.3 20.4 R6 34.3 22.6 R5 27.1 25.7 45 27.1 19.8 6 26.6 20.0 =4 26.6 23.8 43 27.1 23.5 42 26.6 22.5 41 26.6 22.3 40 27.1 - - - - 22.1 - - - 37 17.3 K= 4.90 19.0 21.4 36 17.8 - - - - 18.8 35 17.3 K= 4.40 17.1 18.2 34 17.3 K= 4.40 16.7 18.0 33 17.8 - - - - 16.9 - - - 32 17.8 - - - - 16.8 31 17.3 K= 4.90 17.4 20.4 30 17.8 - - - - 17.2 - - - 24 8.6 20.9 23 8.1 21.1 22 8.6 20.9 21 8.1 21.1 20 8.6 20.9 19 8.6 20.9 R4 17.8 29.8 R3 8.6 34.2 R2 4.0 37.7 R1 4.0 - - - - 43.7 - - - SOURCE 0.0 SOURCE 49.1 78.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/4/2005 C: \TRICIA \SILVER STR" " \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE DATA rfPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -13.9 1.101 PL 10.58 PF 0.4 51 35.3 0.0 20.0 0.0 4.7 150 FTG - - -- PE 0.0 52 35.3 0.0 20.4 0.0 0.035 TL 10.58 PV Pipe: 2 -13.9 1.101 PL 23.91 PF 1.8 52 35.3 0.0 20.4 0.0 4.7 150 FTG 2E2T PE 0.4 R6 34.3 0.0 22.6 0.0 0.035 TL 50.69 PV Pipe: 3 -13.9 2.003 PL 9.25 PF 0.0 R6 34.3 0.0 22.6 0.0 1.4 150 FTG - - -- PE 3.1 R5 27.1 0.0 25.7 0.0 0.002 TL 9.25 PV Pipe: 4 13.9 1.101 PL 21.20 PF 1.5 51 35.3 0.0 20.0 0.0 4.7 150 FTG 3ET PE 3.6 40 27.1 0.0 22.1 0.0 0.035 TL 42.24 PV Pipe: 5 0.0 1.101 PL 8.00 PF 0.0 40 27.1 0.0 22.1 0.0 0.0 150 FTG - - -- PE 0.2 41 26.6 0.0 22.3 0.0 0.000 TL 8.00 PV Pipe: 6 -18.8 1.101 PL 3.04 PF 0.2 J 27.1 0.0 22.1 0.0 6.3 150 FTG - - -- PE 0.2 42 26.6 0.0 22.5 0.0 0.061 TL 3.04 PV Pipe: 7 -18.8 1.101 PL 11.20 PF 1.3 42 26.6 0.0 22.5 0.0 6.3 150 FTG T PE -0.2 43 27.1 0.0 23.5 0.0 0.061 TL 20.76 PV Pipe: 8 0.0 1.101 PL 0.50 PF 0.0 44 26.6 0.0 23.8 0.0 0.0 150 FTG - - -- PE -0.2 43 27.1 0.0 23.5 0.0 0.000 TL 0.50 PV Pipe: 9 -18.8 1.101 PL 22.58 PF 2.2 43 27.1 0.0 23.5 0.0 6.3 150 FTG ET PE 0.0 R5 27.1 0.0 25.7 0.0 0.061 TL 35.97 PV Pipe: 10 -32.7 2.003 PL 9.25 PF 0.1 R5 27.1 0.0 25.7 0.0 3.3 150 FTG - - -- PE 4.0 R4 17.8 0.0 29.8 0.0 0.009 TL 9.25 PV Pipe: 11 45.3 1.101 PL 22.29 PF 11.0 R4 17.8 0.0 29.8 0.0 15.3 150 FTG ET PE 0.0 36 17.8 0.0 18.8 0.0 0.308 TL 35.68 PV Pipe: 12 -21.4 1.101 PL 0.50 PF 0.0 37 17.3 4.9 19.0 21.4 7.2 150 FTG - - -- PE -0.2 6 17.8 0.0 18.8 0.0 0.077 TL 0.50 PV Pipe: 13 23.9 1.101 PL 11.00 PF 1.9 36 17.8 0.0 18.8 0.0 8.1 150 FTG T PE 0.2 35 17.3 4.4 17.1 18.2 0.095 TL 20.56 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/4/2005 C: \TRICIA \SILVER STP ,T \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 14 5.7 1.101 PL 0.50 PF 0.0 35 17.3 4.4 17.1 18.2 1.9 150 FTG - - -- PE -0.2 33 17.8 0.0 16.9 0.0 0.007 TL 0.50 PV Pipe: 15 33 17.8 32 17.8 Pipe: 16 32 17.8 34 17.3 0.0 0.0 0.0 16.9 0.0 16.8 0.0 16.8 0.0 4.4 16.7 18.0 5.7 1.101 PL 5.04 PF 0.0 1.9 150 FTG - - -- PE 0.0 0.007 TL 5.04 PV 18.0 1.101 PL 5.66 PF 0.3 6.1 150 FTG - - -- PE 0.2 0.056 TL 5.66 PV Pipe: 17 -12.3 1.101 PL 2.50 PF 0.3 32 17.8 0.0 16.8 0.0 4.1 150 FTG T PE 0.0 30 17.8 0.0 17.2 0.0 0.028 TL 12.06 PV Pipe: 18 -20.4 1.101 PL 0.50 PF 0.0 31 17.3 4.9 17.4 20.4 6.9 150 FTG - - -- PE -0.2 30 17.8 0.0 17.2 0.0 0.071 TL 0.50 PV Pipe: 19 -32.7 1.101 PL 22.12 PF 6.6 30 17.8 0.0 17.2 0.0 11.0 150 FTG 2ET PE -4.0 45 27.1 0.0 19.8 0.0 0.169 TL 39.33 PV Pipe: 20 0.0 1.101 PL 0.50 PF 0.0 46 26.6 0.0 20.0 0.0 0.0 150 FTG - - -- PE -0.2 45 27.1 0.0 19.8 0.0 0.000 TL 0.50 PV Pipe: 21 -32.7 1.101 PL 4.08 PF 2.3 45 27.1 0.0 19.8 0.0 11.0 150 FTG T PE 0.0 40 27.1 0.0 22.1 0.0 0.169 TL 13.64 PV Pipe: 22 0.0 1.101 PL 18.87 PF 0.0 33 17.8 0.0 16.9 0.0 0.0 150 FTG E PE 4.0 19 8.6 0.0 20.9 0.0 0.000 TL 22.70 PV Pipe: 23 19 8.6 20 8.6 Pipe: 24 20 8.6 21 8.1 Pipe: 25 20 8.6 22 8.6 0.0 0.0 20.9 0.0 20.9 0.0 0.0 1.101 PL 3.75 PF 0.0 0.0 150 FTG 2E PE 0.0 0.000 TL 11.40 PV 0.0 1.101 PL 0.50 PE 0.0 0.0 20.9 0.0 0.0 150 FTG - - -- PE 0.2 0.0 21.1 0.0 0.000 TL 0.50 PV 0.0 1.101 PL 6.62 PF 0.0 0.0 20.9 0.0 0.0 150 FTG - - -- PE 0.0 0.0 20.9 0.0 0.000 TL 6.62 PV Pipe: 26 2 8.6 0.0 23 8.1 0.0 20.9 0.0 21.1 0.0 0.0 1.101 PL 0.50 PE 0.0 0.0 150 FTG - - -- PE 0.2 0.000 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/4/2005 C: \TRICIA \SILVER ST''.ET \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 22 24 27 8.6 8.6 0.0 0.0 20.9 0.0 20.9 0.0 0.0 1.101 PL 5.37 PF 0.0 0.0 150 FTG - - -- PE 0.0 0.000 TL 5.37 PV Pipe: 28 -78.0 2.003 PL 9.25 PF 0.4 R4 17.8 0.0 29.8 0.0 7.9 150 FTG - - -- PE 4.0 R3 8.6 0.0 34.2 0.0 0.046 TL 9.25 PV Pipe: 29 -78.0 2.003 PL 6.91 PF 1.5 R3 8.6 0.0 34.2 0.0 7.9 150 FTG 4E PE 2.0 R2 4.0 0.0 37.7 0.0 0.046 TL 32.84 PV Pipe: 30 FIXED PRESSURE LOSS DEVICE R1 4.0 0.0 43.7 0.0 6.0 psi, 77.9 gpm R2 4.0 0.0 37.7 0.0 Pipe: 31 -78.0 2.003 PL 80.00 PF 3.7 R1 4.0 0.0 43.7 0.0 7.9 150 FTG - - -- PE 1.7 SOURCE 0.0 SRCE 49.1 (N /A) 0.046 TL 80.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 27060936 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.118 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.3 ft /sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.56 8.58 G A U G E P R E s s U R E ( p s 80.0 g o � to H Cz] WATER SUPPLY ANALYSIS 13 •• Static: 70.00 psi Resid: 48.00 psi Flow: 950.0 gpm y LEGEND t� 70.0 1� 60.0 _ 50.0 2_ 40.0 30.0 20.0 10.0 _, 0.0 B -14.7 Available pressure n 69.78 psi @ 78.0 gpm Required pressure 2 n 49.12 psi @ 78.0 gpm A. Source Supply Curve B. System Demand Curve 200 300 400 500 600 700 800 900 FLOW (GPM) 1000 opU00JaATTS SOOZ /6 /TT ro z to n --x ■-C • O H Jd n H C ry r / H cnn H • > c • > z r K C C H H H n 0 z o . w ro • Li" SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/4/2005 C: \TRICIA \SILVER STF 'T \SILVERCONDO.SDF JOB TITLE: silvercondo WATER SUPPLY CURVE 72+ *0 \\ I \ \ \\ \ \ \\ 66+ \ \ \\ \ \ \\ \ \ \\ \ \ \\ 60+ \ \ \\ \ \ \\ \ \ \\ \ \ \\ 54+ \ \ \\ \ \ \\ \ \ \\ IX \ \\ P 48+ 48.0 psi @ 950 gpm -> * R I Flow Test Point E I S I S 42+ U I R I E I 36+ P I s I 30+ I 24+ 1 18+ 1 1 12+ LEGEND 1 X = Required Water Supply IT 49.12 psi @ 78.0 gpm 6+ fl I 0 = Available Water Supply 69.78 psi @ 78.0 gpm 0 + +- +--- + - - - -+ + + + + + 200 300 400 500 600 700 800 900 FLOW (GPM) 1000 5578 Export Blvd. Garde- T.ity, Georgia 31408 HYDRAULIC CALCULATIONS FOR Silver Avenue Condos Lot #4 & #5 Silver Avenue ^Tybee Island, Georgia 31328 FILE NUMBER: silvercondo2nd DATE: November 3, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: Residential DENSITY: .05 gpm /sq. ft. ,Minimum. AREA OF APPLICATION: 4 Sprinklers In Compartment COVERAGE PER SPRINKLER: Varies (Max 16' x 16', sq. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 77.3 gpm TOTAL WATER REQUIRED (including hose): 77.3 gpm "LOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN /LAYOUT BY: 77.3 gpm @ 48.3 psi 1/2 inch (K =4.9 & 4.4 International F_re Arthur A. Gould CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE 4 2-'060936 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/4/2005 C: \TRICIA \SILVER STR' T \SILVERCONDO.SDF JOB TITLE: silvercondo WATER SUPPLY DATA JURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 70.0 48.0 950.0 69.8 77.3 48.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 77.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 77.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 35.3 16.6 52 35.3 17.4 R6 34.3 21.7 R5 27.1 24.8 45 27.1 - - - - 17.0 - - - 26.6 K= 4.90 17.1 20.3 44 26.6 K= 4.90 17.9 20.8 43 27.1 - - - - 17.8 42 26.6 K= 4.40 17.2 18.2 41 26.6 K= 4.40 16.7 18.0 40 27.1 17.0 - - - 37 17.3 26.7 36 17.8 26.5 35 17.3 25.3 34 17.3 24.9 33 17.8 25.0 32 17.8 24.7 31 17.3 24.0 30 17.8 23.8 24 8.6 29.0 23 8.1 29.2 22 8.6 29.0 21 8.1 29.2 20 8.6 29.0 19 8.6 29.0 R4 17.8 29.1 R3 8.6 33.5 R2 4.0 37.0 R1 4.0 - - - - 43.0 - - SOURCE 0.0 SOURCE 48.3 77.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/4/2005 C: \TRICIA \SILVER STF 'T \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE DATA _LPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -21.2 1.101 PL 10.58 PF 0.8 51 35.3 0.0 16.6 0.0 7.1 150 FTG - - -- PE 0.0 52 35.3 0.0 17.4 0.0 0.076 TL 10.58 PV Pipe: 2 -21.2 1.101 PL 23.91 PF 3.8 52 35.3 0.0 17.4 0.0 7.1 150 FTG 2E2T PE 0.4 R6 34.3 0.0 21.7 0.0 0.076 TL 50.69 PV Pipe: 3 -21.2 2.003 PL 9.25 PF 0.0 R6 34.3 0.0 21.7 0.0 2.2 150 FTG - - -- PE 3.1 R5 27.1 0.0 24.8 0.0 0.004 TL 9.25 PV Pipe: 4 21.2 1.101 PL 21.20 PF 3.2 51 35.3 0.0 16.6 0.0 7.1 150 FTG 3ET PE 3.6 40 27.1 0.0 17.0 0.0 0.076 TL 42.24 PV Pipe: 5 18.0 1.101 PL 8.00 PF 0.4 40 27.1 0.0 17.0 0.0 6.1 150 FTG - - -- PE 0.2 41 26.6 4.4 16.7 18.0 0.056 TL 8.00 PV Pipe: 6 3.5 1.101 PL 3.04 PF 0.0 27.1 0.0 17.0 0.0 1.2 150 FTG - - -- PE 0.2 42 26.6 4.4 17.2 18.2 0.003 TL 3.04 PV Pipe: 7 -14.8 1.101 PL 11.20 PF 0.8 42 26.6 4.4 17.2 18.2 5.0 150 FTG T PE -0.2 43 27.1 0.0 17.8 0.0 0.039 TL 20.76 PV Pipe: 8 -20.8 1.101 PL 0.50 PF 0.0 44 26.6 4.9 17.9 20.8 7.0 150 FTG - - -- PE -0.2 43 27.1 0.0 17.8 0.0 0.073 TL 0.50 PV Pipe: 9 -35.5 1.101 PL 22.58 PF 7.1 43 27.1 0.0 17.8 0.0 12.0 150 FTG ET PE 0.0 R5 27.1 0.0 24.8 0.0 0.197 TL 35.97 PV Pipe: 10 -56.7 2.003 PL 9.25 PF 0.2 R5 27.1 0.0 24.8 0.0 5.8 150 FTG - - -- PE 4.0 R4 17.8 0.0 29.1 0.0 0.025 TL 9.25 PV Pipe: 11 20.6 1.101 PL 22.29 PF 2.6 R4 17.8 0.0 29.1 0.0 6.9 150 FTG ET PE 0.0 36 17.8 0.0 26.5 0.0 0.072 TL 35.68 PV Pipe: 12 0.0 1.101 PL 0.50 PF 0.0 37 17.3 0.0 26.7 0.0 0.0 150 FTG - - -- PE -0.2 6 17.8 0.0 26.5 0.0 0.000 TL 0.50 PV Pipe: 13 20.6 1.101 PL 11.00 PF 1.5 36 17.8 0.0 26.5 0.0 6.9 150 FTG T PE 0.2 35 17.3 0.0 25.3 0.0 0.072 TL 20.56 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/4/2005 C: \TRICIA \SILVER STRF T \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 14 20.6 1.101 PL 0.50 PF 0.0 35 17.3 0.0 25.3 0.0 6.9 150 FTG - - -- PE -0.2 33 17.8 0.0 25.0 0.0 0.072 TL 0.50 PV Pipe: 15 20.6 1.101 PL 5.04 PF 0.4 33 17.8 0.0 25.0 0.0 6.9 150 FTG PE 0.0 32 17.8 0.0 24.7 0.0 0.072 TL 5.04 PV Pipe: 16 32 17.8 34 17.3 0.0 0.0 24.7 0.0 24.9 0.0 0.0 1.101 PL 5.66 PF 0.0 0.0 150 FTG - - -- PE 0.2 0.000 TL 5.66 PV Pipe: 17 20.6 1.101 PL 2.50 PF 0.9 32 17.8 0.0 24.7 0.0 6.9 150 FTG T PE 0.0 30 17.8 0.0 23.8 0.0 0.072 TL 12.06 PV Pipe: 18 0.0 1.101 PL 0.50 PF 0.0 31 17.3 0.0 24.0 0.0 0.0 150 FTG - - -- PE -0.2 30 17.8 0.0 23.8 0.0 0.000 TL 0.50 PV Pipe: 19 20.6 1.101 PL 22.12 PF 2.8 30 17.8 0.0 23.8 0.0 6.9 150 FTG 2ET PE -4.0 '5 27.1 0.0 17.0 0.0 0.072 TL 39.33 PV Pipe: 20 -20.3 1.101 PL 0.50 PE 0.0 46 26.6 4.9 17.1 20.3 6.8 150 FTG - - -- PE -0.2 45 27.1 0.0 17.0 0.0 0.070 TL 0.50 PV Pipe: 21 45 27.1 40 27.1 0.0 0.0 17.0 0.0 17.0 0.0 0.3 1.101 PL 4.08 PF 0.0 0.1 150 FTG T PE 0.0 0.000 TL 13.64 PV Pipe: 22 0.0 1.101 PL 18.87 PF 0.0 33 17.8 0.0 25.0 0.0 0.0 150 FTG E PE 4.0 19 8.6 0.0 29.0 0.0 0.000 TL 22.70 PV Pipe: 23 0.0 1.101 PL 3.75 PF 0.0 19 8.6 0.0 29.0 0.0 0.0 150 FTG 2E PE 0.0 20 8.6 0.0 29.0 0.0 0.000 TL 11.40 PV Pipe: 24 20 8.6 21 8.1 Pipe: 25 20 8.6 22 8.6 0.0 1.101 PL 0.50 PF 0.0 0.0 29.0 0.0 0.0 150 FTG - - -- PE 0.2 0.0 29.2 0.0 0.000 TL 0.50 PV 0.0 1.101 PL 6.62 PF 0.0 0.0 29.0 0.0 0.0 150 FTG - - -- PE 0.0 0.0 29.0 0.0 0.000 TL 6.62 PV Pipe: 26 0.0 1.101 PL 0.50 PF 0.0 �2 8.6 0.0 29.0 0.0 0.0 150 FTG - - -- PE 0.2 23 8.1 0.0 29.2 0.0 0.000 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/4/2005 C: \TRICIA \SILVER STP -v.T \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 27 0.0 1.101 PL 5.37 PF 0.0 22 8.6 0.0 29.0 0.0 0.0 150 FTG - - -- PE 0.0 24 8.6 0.0 29.0 0.0 0.000 TL 5.37 PV Pipe: 28 -77.3 2.003 PL 9.25 PF 0.4 R4 17.8 0.0 29.1 0.0 7.9 150 FTG - - -- PE 4.0 R3 8.6 0.0 33.5 0.0 0.045 TL 9.25 PV Pipe: 29 -77.3 2.003 PL 6.91 PF 1.5 R3 8.6 0.0 33.5 0.0 7.9 150 FTG 4E PE 2.0 R2 4.0 0.0 37.0 0.0 0.045 TL 32.84 PV Pipe: 30 FIXED PRESSURE LOSS DEVICE R1 4.0 0.0 43.0 0.0 6.0 psi, 77.3 gpm R2 4.0 0.0 37.0 0.0 Pipe: 31 -77.3 2.003 PL 80.00 PF 3.6 R1 4.0 0.0 43.0 0.0 7.9 150 FTG - - -- PE 1.7 SOURCE 0.0 SRCE 48.3 (N /A) 0.045 TL 80.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 27060936 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.165 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.0 ft /sec at pipe 9. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 80.0 70.0 WATER SUPPLY ANALYSIS Static: 70.00 psi Resid: 48.00 psi Flow: 950.0 gpm LEGEND Available pressure 1 n 69.79 psi @ 77.3 gpm Required pressure 2 n 48.31 psi @ 77.3 gpm A. Source Supply Curve B. System Demand Curve 50.0 P R E s 40.0 s U R E 30.0 ( 20.0 i 10.0 0.0 -14.7 200 300 400 500 600 700 FLOW (GPM) 800 900 1000 O • > W H C+7 H • H ✓ H (1) N H • O H 0 c Cr, 0 0 a u] o ro H z trj H n 7J • 0 H W n H C > / H v] n > c W K (n cn • H 7 0 z • m o • ,o C 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/4/2005 C: \TRICIA \SILVER STRF - \SILVERCONDO.SDF JOB TITLE: silvercondo WATER SUPPLY CURVE 72+ *0 \\ 1 \ \ \\ \ \ \\ 66+ 60+ 1 1 54+ 1 P 48 +X R 1 E S 1 S 42+ U I R I E I 36+ P S 1 I 30+ LEGEND X Required Water Supply 48.31 psi @ 77.3 gpm 6+ I 0 = Available Water Supply 1 I 0 + +- +--- + - - - -+ + + + + - - - -- + 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 69.79 psi @ 77.3 gpm \ \\ 48 0 psi @ 950 gpm -> Flow Test Point * 5578 Export Blvd. Garda City, Georgia 31408 HYDRAULIC CALCULATIONS FOR Silver Avenue Condos Lot #4 & #5 Silver Avenue ^Tybee Island, Georgia 31328 FILE NUMBER: silvercondoloft DATE: November 3, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: Residential DENSITY: .05 gpm /sq. ft. (Minimum) AREA OF APPLICATION: 2 Sprinklers In Compartment COVERAGE PER SPRINKLER: Varies (Max 16' x 16') sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 36 gpm TOTAL WATER REQUIRED (including hose): 36 gpm FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN /LAYOUT BY: 36 gpm @ 42.7 psi 1/2 inch (K =4.4 ) International Fire Protection, Inc. Arthur A. Gould CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27060936 ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/4/2005 C: \TRICIA \SILVER STRFFT \SILVERCONDO.SDF JOB TITLE: silvercondo WATER SUPPLY DATA ,URCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 70.0 48.0 950.0 69.9 36.0 42.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 36.0 GPM 0.0 GPM 0.0 GPM 36.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 35.3 K= 4.40 16.7 18.0 52 35.3 K= 4.40 16.7 18.0 R6 34.3 - - - - 20.4 R5 27.1 23.5 45 27.1 22.5 26.6 22.7 _d 26.6 23.1 43 27.1 22.8 42 26.6 22.7 41 26.6 22.6 40 27.1 22.4 37 17.3 27.5 36 17.8 27.3 35 17.3 27.3 34 17.3 27.2 33 17.8 27.1 32 17.8 27.0 31 17.3 27.1 30 17.8 26.9 24 8.6 31.1 23 8.1 31.3 22 8.6 31.1 21 8.1 31.3 20 8.6 31.1 19 8.6 31.1 R4 17.8 27.6 R3 8.6 31.7 R2 4.0 34.1 R1 4.0 - - - - 40.1 SOURCE 0.0 SOURCE 42.7 36.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/4/2005 C: \TRICIA \SILVER STRFFT \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE DATA _PE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -1.1 1.101 PL 10.58 PF 0.0 51 35.3 4.4 16.7 18.0 0.4 150 FTG - - -- PE 0.0 52 35.3 4.4 16.7 18.0 0.000 TL 10.58 PV Pipe: 2 -19.2 1.101 PL 23.91 PF 3.2 52 35.3 4.4 16.7 18.0 6.5 150 FTG 2E2T PE 0.4 R6 34.3 0.0 20.4 0.0 0.063 TL 50.69 PV Pipe: 3 -19.2 2.003 PL 9.25 PF 0.0 R6 34.3 0.0 20.4 0.0 1.9 150 FTG - - -- PE 3.1 R5 27.1 0.0 23.5 0.0 0.003 TL 9.25 PV Pipe: 4 -16.9 1.101 PL 21.20 PF 2.1 51 35.3 4.4 16.7 18.0 5.7 150 FTG 3ET PE 3.6 40 27.1 0.0 22.4 0.0 0.050 TL 42.24 PV Pipe: 5 0.0 1.101 PL 8.00 PF 0.0 40 27.1 0.0 22.4 0.0 0.0 150 FTG - - -- PE 0.2 41 26.6 0.0 22.6 0.0 0.000 TL 8.00 PV Pipe: 6 -10.0 1.101 PL 3.04 PF 0.1 27.1 0.0 22.4 0.0 3.4 150 FTG - - -- PE 0.2 2 26.6 0.0 22.7 0.0 0.019 TL 3.04 PV Pipe: 7 -10.0 1.101 PL 11.20 PF 0.4 42 26.6 0.0 22.7 0.0 3.4 150 FTG T PE -0.2 43 27.1 0.0 22.8 0.0 0.019 TL 20.76 PV Pipe: 8 0.0 1.101 PL 0.50 PF 0.0 44 26.6 0.0 23.1 0.0 0.0 150 FTG - - -- PE -0.2 43 27.1 0.0 22.8 0.0 0.000 TL 0.50 PV Pipe: 9 -10.0 1.101 PL 22.58 PF 0.7 43 27.1 0.0 22.8 0.0 3.4 150 FTG ET PE 0.0 R5 27.1 0.0 23.5 0.0 0.019 TL 35.97 PV Pipe: 10 -29.1 2.003 PL 9.25 PF 0.1 R5 27.1 0.0 23.5 0.0 3.0 150 FTG - - -- PE 4.0 R4 17.8 0.0 27.6 0.0 0.007 TL 9.25 PV Pipe: 11 6.9 1.101 PL 22.29 PF 0.3 R4 17.8 0.0 27.6 0.0 2.3 150 FTG ET PE 0.0 36 17.8 0.0 27.3 0.0 0.009 TL 35.68 PV Pipe: 12 0.0 1.101 PL 0.50 PF 0.0 37 17.3 0.0 27.5 0.0 0.0 150 FTG - - -- PE -0.2 26 17.8 0.0 27.3 0.0 0.000 TL 0.50 PV Pipe: 13 6.9 1.101 PL 11.00 PF 0.2 36 17.8 0.0 27.3 0.0 2.3 150 FTG T PE 0.2 35 17.3 0.0 27.3 0.0 0.009 TL 20.56 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/4/2005 C: \TRICIA \SILVER STREET \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 14 35 17.3 33 17.8 Pipe: 15 33 17.8 32 17.8 Pipe: 16 32 17.8 34 17.3 Pipe: 17 32 17.8 30 17.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 27.3 0.0 27.1 0.0 27.1 0.0 27.0 0.0 27.0 0.0 27.2 0.0 27.0 0.0 26.9 0.0 6.9 1.101 PL 0.50 PF 0.0 2.3 150 FTG - - -- PE -0.2 0.009 TL 0.50 PV 6.9 1.101 PL 5.04 PF 0.0 2.3 150 FTG - - -- PE 0.0 0.009 TL 5.04 PV 0.0 1.101 PL 5.66 PF 0.0 0.0 150 FTG - - -- PE 0.2 0.000 TL 5.66 PV 6.9 1.101 PL 2.50 PF 0.1 2.3 150 FTG T PE 0.0 0.009 TL 12.06 PV Pipe: 18 0.0 1.101 PL 0.50 PF 0.0 31 17.3 0.0 27.1 0.0 0.0 150 FTG - - -- PE -0.2 30 17.8 0.0 26.9 0.0 0.000 TL 0.50 PV Pipe: 19 6.9 1.101 PL 22.12 PF 0.4 30 17.8 0.0 26.9 0.0 2.3 150 FTG 2ET PE -4.0 45 27.1 0.0 22.5 0.0 0.009 TL 39.33 PV Pipe: 20 0.0 1.101 PL 0.50 PF 0.0 46 26.6 0.0 22.7 0.0 0.0 150 FTG - - -- PE -0.2 45 27.1 0.0 22.5 0.0 0.000 TL 0.50 PV Pipe: 21 45 27.1 40 27.1 0.0 0.0 22.5 0.0 22.4 0.0 6.9 1.101 PL 4.08 PF 0.1 2.3 150 FTG T PE 0.0 0.009 TL 13.64 PV Pipe: 22 0.0 1.101 PL 18.87 PF 0.0 33 17.8 0.0 27.1 0.0 0.0 150 FTG E PE 4.0 19 8.6 0.0 31.1 0.0 0.000 TL 22.70 PV Pipe: 23 0.0 1.101 PL 3.75 PF 0.0 19 8.6 0.0 31.1 0.0 0.0 150 FTG 2E PE 0.0 20 8.6 0.0 31.1 0.0 0.000 TL 11.40 PV Pipe: 24 20 8.6 21 8.1 Pipe: 25 20 8.6 22 8.6 -3 0.0 1.101 PL 0.50 PF 0.0 0.0 31.1 0.0 0.0 150 FTG - - -- PE 0.2 0.0 31.3 0.0 0.000 TL 0.50 PV 0.0 1.101 PL 6.62 PF 0.0 0.0 31.1 0.0 0.0 150 FTG - - -- PE 0.0 0.0 31.1 0.0 0.000 TL 6.62 PV Pipe: 26 0.0 1.101 PL 0.50 PF 0.0 8.6 0.0 31.1 0.0 0.0 150 FTG - - -- PE 0.2 8.1 0.0 31.3 0.0 0.000 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/4/2005 C : \TRICIA \SILVER STRFET \SILVERCONDO.SDF JOB TITLE: silvercondo PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) 22 24 Pipe: 27 0.0 1.101 PL 5.37 PF 0.0 8.6 0.0 31.1 0.0 0.0 150 FTG - - -- PE 0.0 8.6 0.0 31.1 0.0 0.000 TL 5.37 PV Pipe: 28 -36.0 2.003 PL 9.25 PF 0.1 R4 17.8 0.0 27.6 0.0 3.7 150 FTG - - -- PE 4.0 R3 8.6 0.0 31.7 0.0 0.011 TL 9.25 PV Pipe: 29 -36.0 2.003 PL 6.91 PF 0.4 R3 8.6 0.0 31.7 0.0 3.7 150 FTG 4E PE 2.0 R2 4.0 0.0 34.1 0.0 0.011 TL 32.84 PV Pipe: 30 FIXED PRESSURE LOSS DEVICE R1 4.0 0.0 40.1 0.0 6.0 psi, 36.0 gpm R2 4.0 0.0 34.1 0.0 Pipe: 31 -36.0 2.003 PL 80.00 PF 0.9 R1 4.0 0.0 40.1 0.0 3.7 150 FTG - - -- PE 1.7 SOURCE 0.0 SRCE 42.7 (N /A) 0.011 TL 80.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 27060936 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.127 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.5 ft /sec at pipe 2. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 G A U G E P R E S S U R E p s i 80.0 WATER SUPPLY ANALYSIS Static: 70.00 psi Resid: 48.00 psi Flow: 950.0 gpm LEGEND Available pressure 1 0 69.95 psi @ 36.0 gpm Required pressure 2 n 42.67 psi @ 36.0 gpm A. Source Supply Curve B. System Demand Curve 30.0 20.0 10.0 0.0 -14.7 I I I I i 200 300 400 500 600 700 FLOW (GPM) 800 900 1000 • a o > W LT7 H , H I-1 r .A UI N F-'- O 0 4 CFI n 0 O 0 E3AZIS \VIDILL \=D SPRINKLER SYSTEM HYDRAULIC ANALYSIS H c rxl x 0 z o o a • ,n C a "I Cr, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/4/2005 C: \TRICIA \SILVER STRFFT \SILVERCONDO.SDF JOB TITLE: silvercondo WATER SUPPLY CURVE 72+ 0 \ \\ I \ \ \\ \ \ \\ 66+ \ \ \\ \ \ \\ \ \ \\ \ \ \\ 60+ \ \ \\ \ \ \\ 1 \ \ \\ { \ \ \\ 54+ \ \ \\ \ \ \\ \ \ \\ \ \\ P 48+ 48.0 psi @ 950 gpm -> * R 1 Flow Test Point E 1 S I S 42X U I R I E 1 36+ 1 S 1 I 30+ 1 24+ 18+ 12+ LEGEND I X = Required Water Supply 42.67 psi @ 36.0 gpm 6+ 1 0 = Available Water Supply 69.95 psi @ 36.0 gpm 0 + +- +--- + - - - -+ + + 200 300 400 500 600 11 PP If II + + + + 700 800 900 1000 FLOW (GPM) MODEL 8000/8011 1" 1 1/4" 1 1/2' 2" ❑ The AGF Manufacturing, Inc. 11/4", 11/2" and 2" Model 8000/8011 RiserPACK Are Easy To Install, Economical Riser Assemblies Designed To Provide A High Quality Finished Appearance For Large Single - Family And Multi - Family Residential Fire Sprinkler Systems L.1 Complies With NFPA 13D Requirements For A Properly Sized Test Orifice. Available With Test Orifice Sizes Of 3/e ", 7/16' 1/2 ", 17/32' And 5 /8" (ELO) ❑ Lettered On Both Sides To Provide Required Signage And Allow For Left Or Right Drain Installation ❑ Includes UL Listed Patented AGF 1" Model 3011 Ball Valve Which Includes A 1/2" port For System Pressure Testing And Optional Relief Valve Installation L.l The Unique Model 3011 Ball Valve Design Saves Hours Typically Wasted By Eliminating The Need To Drain The System After The Hydrostatic Test To Install The Optional Relief Valve Can Be Either Surface Mounted Or Installed Between Most Standard Stud Wall Framing J Available With UL Listed, FM Approved AGF Model 7000 Relief Valve Equipped With A Flushing Handle To Eliminate Dirt Causing Drip Leaks J The 11/4", 11 /z" and 2" Model 8000/8011 RiserPACK Is Also Available In Commercial Trim With Or Without An Optional Relief Valve For NFPA 13 Systems. Please Ask Your Distributor Or Call AGF Manufacturing, Inc. For Details Size A B C D 1" 11 0 3/4" 12 1/4" 4 3j4" 6 1/4" ) • 273 mm 311 mm 121 mm' 159 mm 11" 121/4" 4" 61/2" 279 mm 311 mm" 102 mm 65 mm 12" 12 1/2" 4 1/e" 6 5'8" 305mm 317 mm" 105 mm ' 168mm 0 o 1 1/4" 1 1/2" 2" 12" 13" 4 3/8" 6 7/8" . 305 mm 329 mm 111 mm 174 mm 1" : 10 3/4" 12 1/4" 2 7/8" : 6 1/4" • 273 mm 317 mm 73 mm"' 159 mm --o, 1 1/4" 14 3/4" I 15" 4" , 6 1/2" 375 mm 381 mm 102 mm 65 mm i0! 1 1/2" 15 1/4" 15 1/4" 4 1/8" 16 5/8" 387 mm 387 mm 1 105 mm I 168 mm 2" 1 15 1/4 387 mm 15 3j4" 4 3/8" ! 6 7/8" 399 mm 111 mm 174 mm Additional space may be necessary to allow for hard drain fitting f require ■: Valve handle clearance required -add 2'. Lift handle clearance required -add 31/9 ". AGF MANUFACTURING INC. 100 Quaker Lane Malvern, PA 19355 USA Telephone: (610) 240 -4900 Fax: (610) 240 -4906 www.testandrain.com 8 c MADE IN U SA JOB NAME: ARCHITECT: ENGINEER: CONTRACTOR: Model 850 (1/2" - 2 ") D (7) �1.4.: - I 5.1 52` Dimensions and Weights U.S. - Inches (mm) SIZE A B 112' 10 (254.00) 1'12 (38.10) 10314 (273.05) 1112 (38.10) 1" 12112 (317.50) 1718 (47.63) 111." 1574 (403.23) 3 (76.20) 1112" 16318 (415.93) 3 (76.20) 2" 17818 (447.68) 3'12 (88.90) c D 1112 (38.10) 3118 (79.38) 1'12 (38.10) 3118 (79.38) 1318 (41.28) 3318 (85.73) 2112 (63.50) 41/ (107.95) 2112 (63.50) 414 (107.95) 2'12 (63.50) 4114 (107.95) NET WT. E Lbs. (kgs.) 1114 (31.75) 4.2 (1.91) 1'4 (31.75) 4.4 (2.00) 1112 (38.10) 6.8 (3.08) 214 (57.15) 15.8 (7 17) 2114 (57.15) 16.2 (7.35) 2'14 (57.15) 21.1 (9.57) Note: Dimensions are nominal. Allowances must be made for normal manufacturing tolerances. FEBCO Backftow Prevention P.O. Box 8070 • Fresno, CA 93747 -8070 559 252 -0791 Fax: 559 453 -9030 - www.FEBCOonline.com ss850sm 4:02 Copynght 2002 SPX Valves & Controls ITEM DESCRIPTION 1 Body 1.2 Tailpiece 1.4 0-Ring 2 Cover 2.2 0 -Ring 3 Seat 3 ' 0 -Ring 4 Poppet 5 Seat Disc 5.' Disc Retainer 5.2 Rnd HD Screw 6 Spring 7 Guide 8 Retainer Spacer 9 Ball Valve (wltapl 9 ' Ball Valve Test Cock 2' Hex HD Capscrew 60 Identification Plate 61 Dnve Screw Stick MATERIALS Bronze Bronze Silicone Bronze Silicone Noryl Silicone Noryl Silcone Noryl Stainless Steel Stainless Steel Noryl Noryl Brozne Bronze Bronze Stainless Steel Brass Stainless Steel Model 850 (1/2" - 2 ") Check Assembly 5.2' FEBCO is a product of III SPX] VALVES & COHTROLS- ISO 9001 Certified Single Inlet Connection for Residential Sytems, UL Listed Description Designed specifically residen- tial sprinkler systems, the Single Inlet Connection fea- tures all brass contruction with an intergrally cast mounting/ identification plate. The con- nection comes equiped with a single 1 1/2" NST gasketed female threaded swivel inlet and a 1 1/2" NST plug to portect the threaded swivel from damage or the introduc- tion of foreign materials when not in use. The out let is 1 1/2" NPT female thead for connect to the end of 1 1/2" threaded male pipe. The intergral mounting /identification plate has three drilled mounting holes for attachment to a mounting surface such as an exterior wall of a building or other structure. Fassteners used should be suitable for the material to which the connec- tion is being attached. Installation Install according to applicable codes using customary instal- lation methods for for the installation of threaded con- nections. A suitable threaded sealant such as PipeFit Thread Sealing Paste with PTFE or PTFE thread Sealant Tape should be used. Where required, a check valve should be used to maintain system pressure. ©1996 -1999 Fire Protection Products, Inc. Specs Material: Brass Type: Single Outlet PL Size: 1.5" FNPT x 1.5 FNST Other specifications: Integral Identification sign "Auto Sprinkler" with mounting holes. For questions 1 800 344 -1822 1 800 344 -3775 fax http: / /www.fppi.com Bulletin 135 nev B Ileliable Modei F1 Residential Sprinklers f3 AOU C3 t L i 3 flfl Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm4t Types: 1. F1 Res 49 2. F1 Res 49 3. F1 Res 49 4. F1 Res 49 5. F1 Res 44 6. F1 Res 44 7. F1 Res 40 8. F1 Res 40 Pendent Recessed Pendent/F 1 Recessed Pendent /FP CCP Pendent HSW Recessed HSW /F2 HSW Recessed HS'vV;F2 Listings & Approvals 1. Listed by Underwriters Labcratcrtes Inc. and UL Certified for Canada (cULus) 2. NYC MEA 258 -93 -E UL Listing Category Residential Automatic Sparkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to tie Model F1 Res 49 Pendent Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2.3. & 4) are fast response sprinklers combining excellent durability. high 'sensitivity glass -bulb and !cw profile decorative design. The F1 Res Horizontal Sicewal sprinklers (Figs. 5 & 6) are equally attractive when accve ceiling piping cannot be used. The 3mm glass -bulb pendent scrinklers. with a K- Factor of 4.9, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res scr.nkiers are scec :airy engineered for fast thermal resccnse to rreet the sensitive fire protection acpiicaticn reeds of the Latest residential market standards (UL 1626 Standard •). Upon fire conditions, rising heat causes a sprinkler s heat - sensitive glass -buib to shatter, releasing the waterway for water flow onto the deflector. evenly distributing the discharged water to control a fire. Technical Data: • Thermal Sensor: Nominal 3mm glass -bulb • Sprinkler Frame : Erass Casting • Sprinklers' Pressure Rating : 175 csi Factory Hydrostatically Tested to 500 csi • Thread Size: 'z" NFT (R 1/2) • K- Factor: 4.9 (Actual) - F1 Res 49 Pendent Scnr.kier 4.4 (Actual) - F1 Res 44 HSW Scrinkier 4.0 (Actual) - F1 Res -10 HSW Scrickier • Density: Minimum 0.C5 gprrift2 --1 Res 49 Pecessec -.es 49 iFecesz,-,:c Pendent , F' ercer; , F1 Fes .9 Fercert =es ,14 Pecesse:: , ` Res 40 Recessed Application Mode: i=1 Res Scrr.keers are _sed =es - P•ctec: cn acccrcirg tc LL that cr. ce s;ze. temperature - acing. cei'.ectcr sprink.er type are ;n accordance Nur, • ._ • publisred standards cf Tne N3t.crai Fire Asscc:a'Jcn or the accrcv'na autncr': / c.. : ;unsdic::cr. Installation Mcceis F1 Fes scr:rk;ers are :c ce rstalled Medea =1. F2 and FR Escutcrecns. ilustrated nere:•r:, are the :mu recessed esc::tcn,ecr.s to be iJSed Mode. - • ~es scr:nK:ers .,se CT any Other reces.seo eSCLtC"eCn Nrll vaid 311 accrcvais and warranties ' nstailtrc Model F1 Res Pendert scrrklers use car/ ;7e :vIcde scnnkier Wrer'cn: 'Cr .•sta'hrc Mcde;s F 1 _.. Recessed Pendent .;CF :cr :nk;ers use cni', re N/lcde! . FP 1 scr'ru'.-r v ' sTaIl r'C \1cCe' - Res recessed --S':`, : :r r t . , ; :se cni', ie GFR 1 Sprnkler 'N r .: yercnes ..rer :hosescec:iied ,a'. ;rst3 - Res 41 srd , ~ et'er:,� • .. ' . :t •1• _ ^,C■ Orr ,. -..51 ,:(:•r, :r near .r3 2..nd .( l e • Effec;ne date 7712,C2 The Reliable Automatic Sprinkler Co., Inc., 525 North MacCuesen Parkwa; \1, :. jew " M o d e l F 1 R e s 4 9 P e n d e n t " M o d e l F 1 R e s 4 9 R e c e s s e d P e n d e n t / F 1 ( e s c u t c n e c n . . ' ( 1 9 m M a d j u s t m e n t T e c h n i c a l D a t a : P 1 R e s 4 9 P e n d e n t a n d R e c e s s e d P e n d e n t E s c u t c h e o n ' . F 1 o r F 2 . D a t a : A d l u s t t t . A . . T y p e n c n ( m m ) S p r i n k l e r T h r e a d T e m p . S i z e R a t i n g ' F ' C M a x . P r e s s u r e p s i ( b a r ) . 4 r ` 1 5 5 8 5 1 7 5 M a x . A m b i e n t T e m p . r F ' C c 6 A c t u a l S p r i n k l e r K L e n g t h F a c t o r I n c h ( m m ) D e f l e c t o r - t o - M a x i m u m 1 " ( 2 5 m m ) t o 4 " ( 1 0 0 m m ) M a x . S p r i n k l e r F l o w S p a c i n g f t ( m ) g p m ( L p m ) " 1 2 x 1 2 ( 3 . 6 x 3 . 6 ( 1 3 ( 4 9 1 1 4 x 1 4 ( 4 . 3 ) ( 4 . 3 1 ' 3 ( 4 9 1 1 6 x 1 6 ( 4 . 9 x 4 9 1 ' 3 ( 4 9 1 1 8 x 1 8 ( 5 5 x 5 5 1 ( 6 4 2 0 x 2 0 ( 6 . 1 x 6 . 1 ) 2 2 1 7 5 ` P r e s s u r e p s i ( b a r ) J t t . 0 ( C _ 5 1 S p r i n k l e r I d e n t i f i c a t i o n N u m b e r ( S I N ) . 6 - " D e f l e c t o r - t o - c ��l l n a M a x i m u m 4 " ( 1 0 0 m m ) t o 8 " ( 2 4 3 r n m ) M a x . S p r i n k l e r F l o w S p a c i n g g p m ( L p m ) 1 1 2 - 9 1 2 ( 3 . 6 x 3 . 6 ( 5 ( 5 % ' 1 4 x 1 4 ( 4 . 3 x 4 . 3 ) 1 6 ( 6 0 5 < 1 6 ( 4 . 0 x 4 . 0 ) I 7 ( 6 4 _ < 1 3 + 5 . 5 x 5 5 . " ' 9 P r e s s u r e p s i ( b a r ) S p r i n k l e r I d e n t i f i c a t i o n N u m b e r I S M ) 9 . 4 , 0 6 c 1 0 . 6 ( 0 . 1 2 0 : 7 5 3 1 5 x 2 0 ( 6 . 1 x 6 1 1 2 2 ( 5 3 3 . 2 0 _ - N o t e : T h e F 1 R e s 4 9 c e n c e n t z i n c " e c s s s e c e s e n t i a l s p n n ��l e s c a ^ 2 e I r s t a l l e c c s - : r F b e 2 m e c c e i l i n c s m e e t i n g , " c ! I e w m c 1 . M a x i m u m b e a r , c e n t ( _ ' 7 8 t r 2 . = e a r n s p a c i n c a , _ " c r e a t e ; i n 7 E . . . _ _ T , F a c c f f r t i l r . c " c S o l i n g : n c n l r r r r l N o t e : c _ 3 c t c n e c n 5 : r = _ m 3 V ` . l c c e l F 1 P e s - . 7 - e c e s s e c = " r c r ' c r v , �� v . . . " " " " , �%" " " " v " M o d e l F 1 R e s 4 4 H S W " M o d e l F 1 R e s 4 4 R e c e s s e d H S W / F 2 F 2 ��s c u t c n e c n . 7 " ( 1 . 3 m m ) a d j u s t m e n t T e c h n i c a l D a t a : F 1 R e s 4 4 H S W & H S W / F 2 T f v e a d S a e S p i n k i e r T e r m . R a t i " � F � C M a x I M a x . I A m b i e n t K S P r e s s u r e T e m p . 1 F a c t o r i n c h ( m m ) Y " N P T ( R 1 / 2 ) 1 5 5 6 8 1 7 5 7 9 1 1 0 0 1 3 8 1 4 4 2 4 5 ( 6 2 ) 1 7 5 ( 1 2 ) 1 5 0 ; 6 6 E s c u t c h e o n , F 2 . D a t a : F a c e d F i t t i n g T y p e ( m i n ) t o w a i l i n c h ( m m ) F 2 ' . ( 1 3 ) " x : ( 4 7 " 4 M a x . S p r i n k l e r S p a c i n g f t ( m ) 1 1 2 x 1 2 ( 3 . 6 x 3 . 6 ) 1 4 x 1 4 ( 4 . 3 x 4 . 3 ) 1 6 x 1 6 ( 4 . 9 x 4 . 9 ) 1 6 x 1 8 ( 4 . 9 x 5 . 5 ) 1 8 x 1 8 ( 5 . 5 x 5 . 5 ) 1 6 x 2 0 ( 4 . 9 x 6 . 1 ) 1 2 x 1 2 ( 3 . 6 x 3 . 6 ) 1 4 x 1 4 ( 4 . 3 x 4 . 3 ) 1 1 6 x 1 6 ( 4 . 9 x 4 . 9 ) 1 1 6 x 1 8 ( 4 . 9 x 5 . 5 ) 1 6 x 2 0 ( 4 . 9 x 6 . 1 ) C e i l i n g - t o - D e f l e c t o r I n c h ( m m ) S p t i n i d e r R a t i n g T e m p . F l o w T ( C g P m ( ) P r e s s u r e P s i ( b a i S p r i n k l e r i d e n t i f i c a t i o n N u m b e r ( S I N ) 1 5 5 ( 6 8 ) 1 7 5 ( 7 9 ) 1 2 ( 4 5 4 ) 5 . 3 5 2 ) 1 5 5 ( 6 8 ) 1 7 5 ( 7 9 ) 1 4 ( 5 3 0 ) 1 2 . 0 7 1 ) 4 - 6 1 5 5 ( 6 8 ) 1 1 7 5 ( 7 9 ) 1 6 ( 6 0 6 ) 1 3 3 . 0 9 2 ) ( 1 0 1 - 1 5 2 ) 1 5 5 ( 6 8 ) ! 1 7 5 ( 7 9 ) " 1 8 ( 6 8 1 ) 1 6 3 ; 1 1 6 ) 1 5 5 ( 6 8 ) 1 7 5 ( 7 9 ) 1 9 ( 7 2 . 0 ) 1 3 7 , 1 2 9 ) 1 1 5 5 ( 6 8 ) 1 1 7 5 ( 7 9 ) " 2 3 ( 8 7 1 ) 2 7 - 1 , 1 3 9 ) r : 2 5 3 1 1 5 5 ( 6 8 ) 1 1 7 5 ( 7 9 ) " 1 4 ( 5 3 0 ) 1 0 2 , 0 7 1 ) 1 5 5 ( 6 8 ) 1 7 5 ( 7 9 ) 1 6 ( 6 0 6 ) 1 3 3 t 0 9 2 ) 6 - 1 2 1 5 5 ( 6 8 ) 1 1 7 5 ( 7 9 1 1 7 ( 6 4 4 1 1 5 0 1 1 0 4 ) ( 1 5 2 - 3 0 5 ' , 1 5 5 ( 6 8 ) ! 1 7 5 ( 7 9 ) 2 0 ( 7 5 7 ) 2 0 7 : 1 4 3 ) 1 5 5 ( 6 8 ) 1 7 5 ( 7 9 ) ' 2 3 ( 8 7 1 1 4 t 3 9 ) ReIiabkd Bulletin 136 Rev L Moc J F1 FR Model F1 FR Recessed Quick Response Sprinklers Model F1FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals 1. Listed by Underwriters Labcratcries. Inc. (UL) 2. Listed by Underwriters' Labcratcries cf Car ace (ULC) 3. Certified by FM Approvals 4. Loss Prevention Ccuncil (LFC. UK) 5. NYC BS&A No. 587 -75 -SA 6. Meets MIL- S -901C and MIL -S T C 167- 7. Verband der Schadenversicrerer ;VcS Germany) 8. NYC MEA 258 -93 -E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Product Description Reliable Models F1FR and F1FR Recesses Scrr iers are quick resporse sprirkers which ccrt-cire to curacriity cf a standard sprinkler wli1 to attracive cw crcfie of a csccrame sprinkler. The Models F1FR and F1FR Recessed autcrranc sprinklers utilize a 3.0 rnm frangible glass bub. These scrirkers rave demonstrated response tyres in !accratcry tests :vrcn are rive to ten times faster than standard 'esccnse scnrx'ers. Ths .;s quick response enables te Mode! F 1. F,R ar.c F1FR Recess .c sprinklers to apply water to a fire n-uch faster than stancarc sprinklers of the same terperature rating. The glass bulb consists cf an acc:.Tate v ccrtrciled an-cur: cf special fluid hermet sally sealed irside a crecsse!v manufac- tured glass capsule. This glass but is sceciaily constructed :c provide fast thermal rescense. The Palate cf carts are mace cf brass, copper and beryllium nickel. At normal temperatures. the glass bulb ccrtars lh-e :fulc in both the liquid and vapor phases. The vaccr pnase can be seen as a small bubble. As heat is applies, the liquid ex- pands. forcing the bubcle smaller and smaller as the liquid pressure increases. Continued heating fcrces the liquid :c push out against the bulb. causra the glass to shatter, opening the waterway and allowing the derlec;cr tc distrib- ute the discharging water. The temperature rating of the scr:rrc)er is centlfied by the color of the glass bulb. Ve''lcal Application Culcx %e.sccrse C' - c Tire 1 cn syster-s: _ :..ce _ •ea: ::cn Cire exeresec that Inc r' _ _ � _. er - sera :re rat rc. ale arc scrrN er - cr : ce •N1tn �cusre- starcar 1s _' c a; = re Prctec:!cr. .tar cn ,r 're tire, c.r r. —c,rrq Jurac,c: c' C JICK " sc -Cr'r ,z .. ',ercec 'cr rst3!la: Cr. -: scecif :ec.. NF::: _ Ize :crr-ik er; do rd 'esr ors -• The Reliable Automatic Sprinkler Co., Inc. 525 Nerh MacQues:er• p • Model F1FR Quick Respon Upright, Pendent & Conventional )rinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type Standard -Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position K Factor Sprinkler Approval Organization Spnnkler Identification Number (SIN) US Metric '9M SSU SSp /," (15mm) Standard Ontice with %' NFT (R /) Thread ! 5.6 1 90 i 2.2" (5.6mm) 1 2.3 4.5.6.7 Pa-2 Pa-15 '/,'' (2Cmm) Large Orifice with y;" NFT (R?41Thread 8.0 I 115 2.3" (58mm) 1 2.3.4.7 9 113622 82612 %" (17mm) Small Onfice with};" NF' (R /) Tnreac l 4 2 GO : 2.54" (G5mm) 1 2.3 o2C23 Ric 13 3'" (10mm) Small Onfice with};" NF" ;F /1 hreaC 2.9 1C 2.54" 16&rm1 1 2.3 =2621 _ 17-2c • • 1Cmm Orifice XLH with Mil" Trreac 4 2 60 56.1 mm 4 6 7 =2623 L.-...3e, •_•: __ Conventional-Install in Uonght or Fe:cent Pm :on 4 2 5 6 8 0 60 50 I2 56.1 mm 56. Imrr. 55 umm — : c - - - •=267.: = 6' 1 Crum Orifice XLH with Rif, Thread 15mm Standard Orifice with /" NPT kR,!) Threac 2Cmm Large Onfice with 3,4" NPT rF' •,1Threac Upright Pendent Model F1FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Mcdel RC1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor US Metric Sprinkler Approval Sprink:er Identification Helgnt Organizations vumoer SIN1 /-" (1Emm) '7-3 (2r2inm) /," (11mm) V," (10mm) 1Crrm 56 a. 23 Ili Refer to escutc ^eon rata tame `cr accrcva:s arc mmensicns. SC 2 2"(5&rm) _ ._- . 115 2 . 55r rr 60 25 "165r -r-I 40 _5s. C __I • =6'.mr^ .' v' rat x f57.T....) --•••• 1 rue. a :AT W%I •GA APJ18T SAMSU / I 1 I alCss —\ ," r •.7' niu:ZR • /VIZ' s. 'Acr ar nnrc 'p C IM av>ariv ) •:u (1) RprR ro (s(vroer* au Max roe •"^+c..as ..0 J.�t raas.s Model F1FR Quick Resporse Vertical Sidewall Sprinkler Installation Wrench: Model D nkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K Factor Approval Sprinkler Identification US Metric , Sprinkler Height Organizations Number (SIN) /z" Y_>" NPT (R'h_) 5.6 80 2.2" (56mrr.1 1, 2. 3. 6. 8 15mm 1/2" NPT (R1/2.) 5.6 80 2.2" (56n'rr) 4(1) P3685 r't L °C Approval is fcr Pendent pcs ticn only Vertical Sidewall Orientation Deflector to Ceiling Dimension (Min. • Max.) LcnCR 4.. '2" ' 'C2rrrT 3C5r"m Pendent 6' - 2.. I :52mm - 2C5mmt Model F1FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice K Factor Thread Size US Metric Sprinkler Length Orgentzmons and Typo of Approval Light Ordinary Hazard Hazard /" (15mm) 1 /" NPT(R;-) 5 6 80 NOTE: UL and ULC Lts ing permits use with "71 cc ;:.2 recessed escutcrecr Horizontal Sidewall 2 63" ,6'mm; 5 8 Approve! Sprink:er Idcntlficatic Number (SIN1 Installation Quick response sprinklers are intended installation ad as specified in NFPA 13. Quick re. sprinklers standard response sprinklers shoulL Jt be intermixed. The Model F1FR Recessed Quick Response Sprinklers are to be installed as shown. The Model F1 or F2 Escutch- eons illustrated are the only recessed escutcheons to be used with the Model F1FR Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model F1FR Sprinklers, use the Model D Sprinkler Wrench. When installing Model F1FR Recessed Sidewall Sprinklers. use the Model GFR1 Sprinkler Wrench. Use the Model RC1 Wrench far installing FIFR Recessed Pendent Sprinklers. Any other type cf wrench may damage these srinklers. Temperature Ratings i Sprinkler Max. Ambient Classification i Temperature Temp. 'C • °F Bulb Color Ordinary .: j Ordinary 85 llntermedtate -9 ! Intermediate 93 i High t ;l 47 2CC 256 cC'Faarl OC°F r:35"-C1 ' EC c 1 E6'Cl 'Soil F ;EE"Ci 2=Fi•Oi C1 C arse "etcv ear =LC I') Nct avallaole for recessed scr r. eers. Escutcheon Data Escul& 'on "A Faced Rting Gating or model Approvals Aeiesxnart °inatsnr' wall Cf rte ns pn 1.2.4 F2 ' 1.2.3,4.5.7.8 1- r'9rrn1 f 13rrr.:1 ' grr• r• • ' Emm . 2.1mrn t • 25.mrr 1 Err'• • :'' ri I FP I Thread -cif 1.2 Fully Recessed (11mrrl 1.2 Fully Ferac :ec , '," Maintenance The Models F1FR and F1FR Recessed Scnnkiers should be inspected quarterly and the scrnkler system maintained in accordance with NFPA 25. Cc rct clean sprinklers- with scap and water, ammonia cr any other cleaning fluids. Remove dust by using a sort trush cr cen- tle vacuuming. Remove any sprinkler which has Peer painted (cther than factory applied) cr damaged :n any way. A stock cf spare sprrx'.ers scud be mamtairec 'c allow quick replacement cr Camaged cr ccerated scnn- klers. Pricr to installatcn, scrnklers should be maintained 1 in the original cartons and Packaging until used to mini- mize the potential fcr darraae to sprinklers that '.ticuld cause improper operation cr non- oceraticn. pnnt'cier types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW' Finishes Standard Finishes Sprinkler Bronze C`.rcrr.e Flatec vrre Ferves:er a ec Escutcheon eras., t:hr^ °e 'roc Special Application Finishes Sprinkler Escutcheon ..:;jrr F.rass :, , . •• : . S'acx Faint .i•: , ._ • C'f ,vhrte - Sa:tr 'Cnrime r' •• her rtr..rsres Inc c cr, 1r• .....ac •_ C. nsu t :re 'aeon. c ...,! F1.1 ,,; rc' 11 i ; rT 'c ... a:eC ` r lsros Ordering Information Scec,ry. 1. Scrinkler Mcce■ 2. Scrinkler T`Jce 3 Crifice Size t. Ceftectcr T;,ce l errcerature Fa :.rl, c Scrnicer F.r-Isr 7 Escutcrecn ice 3. Escutcrecr, r;sr ..1rere Note: When Mice: , 1 F =, ordered. !he scr ri<:ers arc esc;, :crecrs are .. : secarate!v The ecwcment cresented r. iris beet n s pe nsta :ed c acccrcarce .am +re ales:. :er •r =!r ,•-.- Ccrcerat.en. cr other sin -art crgar.rat c -s arc also ..rt ^. - _ s.crs c • ,cverrrrer•J - .. . Frcaucs manufactured anaostncuteccv -ave peer prc!ec• :nq.'e• and crecerr. "' r •.•v-...••.Ir p e scrmk'er contractors located thrauc -cut :r.e Ur! tea Sates. Caraca ;r rm (3n Manufactured by Reliably The Reliable Automatic Sortnkter Co.. Inc. .8CC)-!s • . :.i 1.5CC1848 -iv.: '• r.,rs