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HomeMy WebLinkAboutPP - 7300 FUN CENTER WAY - FAMILY FUN CENTER - PERMITS AND PLANS7300 FUN CENTER WAY ASSOCIATED PERMITS 16-F-100 16-5-005 99-5-139 99-F-187 03-5-162 99-5-051 SHEET DRAWING TITLE FA -01 COVER PAGE - SHEET SCHEDULE FA -02 FIRE ALARM SYSTEM NOTES, SEQUENCE OF OPERATION FA -03 FIRE ALARM SYSTEM RISER DIAGRAM, BATTERY AND VOLTAGE DROP CALCULATIONS FA -04 FIRE ALARM SYSTEM LAYOUT -FLOOR PLAN ISSUE DATE SUBMITTAL 03-17-16 SUBMITTAL 03-17-16 SUBMITTAL 03-17-16 SUBMITTAL 03-17-16 Convergent Security Solutions Convergence Center of Excellence FAMILY FUN CENTER 7300 FUN CENTER WAY TUKWILA, WA 98188 0 Without Comments As Noted in Red 0 Per The Attached Letter These plans have bee/i reviewed by The Tukwila Fire Prevention Bureau fc,;• -- ',iformance with current City standards. Accept object to errors and omissions which do :.;.thorize violations of adopted standards and ordinanc;a:, The responsibility for the adequacy of design `e tota iy with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 5--18 - I S- By: /o wr SIJ A Voi&c 14.05454 40 6e 14eIli5,',1 . -! L1v0v5L, ouj. ,41/ ( usiZ 1 Ford 4pLri OI e.- Grsji-rwl=i\ sc 45 Cease 4 ii�t "40 c 01, wile,. alai -I% 4 i-cY • cJ `l unviLA FINE DEPARTMENT Pi sn ca5 206-575-4407 and give this Fire Permit No. and exact addmss for shut wn or restoration approval. NOTICE A Completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commenccrn ,t. of /Acceptance f_ l Testing c�` any -�! E_ _..I�i .larrxl and t, _,=; 'ri ur , r -,s.t 4 f Failure �; C /dill ; • :�+''.. in .a d{(.21 --ii. s , cUori Fee .i'Id I YAC test. REVISION RECORD REV DATE ISSUE DESCRIPTION BY A 5/16/16 REIREWER'e CONYENTE, FACP CHANGED JP GENERAL NOTES: DESIGN, DETAIL AND INVENTION ARE THE PROPERTY OF INC. AND SHALL SO USED ONLY FOR REFERENCE FOR WHICH THEY ARE SUPPLIED. USE IS LIMITED TO THE USER AND THE INFORMATION CONTAINED HEREIN SHALL NOT TO ANY OUTSIDE PARTY WITHOUT THE EXPRESS WRITTEN SECURITY SOLUTIONS, INC. TO MEET ALL APPLICABLE CODES AND SPECIFICATIONS. INSTALLATION WITH ALL APPLICABLE TRADES. INSTALLATION MANUALS FOR FURTHER INFORMATION. QUESTIONS TO THE STANLEY SECURITY SOLUTIONS REFER TO BUILDINO FLOOR PLANS. 1. THESE DRAWINOS, THEIR STANLEY SECURITY SOLUTION$, WORK ON not PROJECT CUSTOMER AND/OR END BE COPIED OR DISCLOSED OONSENT OP STANLEY 2. INSTALLATION METHODS S. COORDINATE EQUIPMENT 4. REFER TO EQUIPMENT S.1310501 ANY TECHNICAL ENGINEERING STAFF. S. FOR EQUIPMENT LOCATIONS r + 1 V 2700RICHARDSROAD, SUITE202 BELLEVUE, WA 98005 eI 1 PH 425-957-7000 FX 425446.0084 www.stanleycss.com Convergence Center of Excellence STANLEY Convergent Security Solutions, Inc. CUSTOMER FAMILY FUN CENTER SITE LOCATION 7300 FUN CENTER WAY TUKWILA, WA 98188 TITLE COVER PAGE - SHEET SCHEDULE ENGINEER DATE H.GRIFFIN 03-17-16 SCALE JOB NO. N.T.S. 6870766 PROJECT MANAGER SHEET NO. FA -01 REV. DRAV�ISY J.PINEDA FILE REF. 4711T.CO1R1r08.JP BY www.halpgats4na.com SCOPE OF WORK 1. A FIRE ALARM SYSTEM FOR A EXISTING FAMILY FUN CENTER LOCATED AT 7300 FUN CENTER WAY,TUKWILA, WA 98188, BUILDING WITH ONE FLOOR. THE SCOPE OF WORK IS AS FOLLOWS: A NEW FIRE ALARM CONTROL PANEL (FIRELITE MS92000DLS) TO REPLACE EXISTING PANEL. NEW INITIATING DEVICES AND NOTIFICATION APPLIANCES PERTAINING TO BOWLING AREA WILL BE CONNECTED NEW FACP AND NEW POWER SUPPLY ACCORDINGLY. THE EXISTING INITIATING DEVICES AND EXISTING NOTIFICATION APPLIANCES WILL CONNECT TO THE NEW FACP PANEL FIRELITE MS92000DLS. A NEW FIRE -LITE ECC -50/100 VOICE EVACUATION SYSTEM PANEL WILL ALSO BE INSTALLED. 2. THE NEW FIRE ALARM SYSTEM SHALL USE A NEW ADDRESSABLE FIRE ALARM CONTROL PANEL (FACP) STANLEY SCSS-700. 3. ALL FIRE ALARM EQUIPMENT FOR THIS PROJECT SHALL BE RATED " POWER LIMITED " 4. THE FIRE ALARM CONTROL PANEL SHALL HAVE A STANDBY BATTERY BACKUP PROVIDING BATTERY POWER CAPACITY FOR THE ENTIRE SYSTEM TO OPERATE FOR 24 HOURS IN NORMAL MODE AND THEN, AT THE END OF THE PERIOD, FOR 5 MINUTES IN THE EMERGENCY MODE. 5. THE VOICE EVACUATION PANEL SHALL HAVE A STANDBY BATTERY BACKUP PROVIDING BATTERY POWER CAPACITY FOR THE ENTIRE SYSTEM TO OPERATE FOR 24 HOURS IN NORMAL MODE AND THEN, AT THE ENDOF THE PERIOD, FOR 15 MINUTES IN THE EMERGENCY MODE. 6. MINIMUM CABLE SIZE: A. # 18 AWG COPPER (2C # 18 FPLP) FOR: SMOKE DETECTORS, PULL STATIONS, B. # 14 AWG COPPER (2C # 14 FPLP) FOR: SPEAKERS, STROBES AND SPEAKER/STROBES NOTIFICATION APPLIANCES. AS APPLICABLE. C. # 18 AWG COPPER (4C # 18 FPLP) FOR: FIRE ALARM ANNUNCIATOR 7. FIRE ALARM SYSTEM DUCT DETECTORS WILL BE INSTALLED IN HVAC UNITS; SYSTEMS FLOWING OVER 2,000 CFM AND MONITORED BY FIRE ALARM SYSTEM. DUCT DETECTOR ACTIVATION WILL SHUT DOWN ALL A/C UNITS. 8. VOLTAGE DROP CALCULATIONS BASED ON END OF USEFUL BATTERY LIFE 20.4 VDC 9. THIS SYSTEM IS A CENTRAL STATION FIRE ALARM SYSTEM AND WILL BE PROVIDED WITH 24 HOURS OF SECONDARY POWER SUPPLY. STANLEY SECURITY SHALL BE UTILIZED AS A UL LISTED CENTRAL STATION MONITORING AGENCY. CENTRAL STATION INFORMATION IS: STANLEY CONVERGENT SECURITY SOLUTIONS, INC, SUITE 300, 6000 NATHAN LN N, MINNEAPOLIS, MN 55442(ID# 100410-968) - PHONE: 877.476.4968 10. COMMUNICATION METHOD: DACT. DIGITAL ALARM COMMUNICATOR TRANSMITTER. FIRE ALARM DACT IS PART OF MAIN FACP AND WILL PERFORM AS PER NFPA 72 (26.6.3.2) AND NFPA 101, TWO TELEPHONE LINE CONNECTIONS WITH LOCAL NUMBERS TO DIAL REMOTE SUPERVISING STATION, BY MEANS OF PUBLIC SWITCHED TELEPHONE NETWORK LOOP START. SILENCING/RESET OF FIRE ALARM SYSTEM PERMITTED ONLY WITH KEY OR ACCESS CODE FROM FIRE ALARM PANEL. INTERNET BASED TELCO -COMMUNICATIONS (COMCAST, FIOS, ETC.) ARE NOT ALLOWED. FIRE ALARM SYSTEM NOTES 1. SHALL NOT 'T' TAP ANY SIGNAL OR INITIATING CIRCUITS. 2. DEVICES MUST BE WIRED IN SEQUENCE SHOWN, OR NOTIFY STANLEY SECURITY. 3. CONTRACTOR SHALL INSTALL ALL CABLING PER NEC. 4. SHALL LEAVE 12'(FOOT) PIGTAILS AT FACP. 5. SHALL BRING CONDUIT INTO FACP ONLY THROUGH KNOCKOUTS PROVIDED. 6. MAINTAIN POLARITY ON ALL DEVICES, KEEPING CIRCUITS CLEAR OF ALL GROUNDS AND SHORTS. 7. VERIFY ALL EQUIPMENT LOCATIONS WITH OWNER. 8. DO NOT INSTALL A DETECTOR OR WIRING LESS THAN 3 FEET FROM A LIGHT FIXTURE BALLAST. 9. DO NOT INSTALL A DETECTOR LESS THAN 3 FEET FROM AN AIR HANDLER VENT. 10. SMOKE OR HEAT DETECTORS MOUNTED IN AN OPEN CEILING AREA SHALL BE MOUNTED AS CLOSE TO THE DECK AS POSSIBLE. MOUNTING TO THE BOTTOM OF AN OPEN TRUSS IS NOT ACCEPTABLE. 11. INTERFACE CONTROLS FROM THE FACP SHALL BE WITHIN 3' OF THE BEING CONTROLLED. 12. MOUNT PULL STATIONS 48" AFF TO TOP OF DEVICE. 13. MOUNT WALL SPEAKER/STROBE 80" AFF TO BOTTOM OF DEVICE OR 6" FROM THE CEILING, WHICH EVER IS LOWER. 14. VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED UTILIZING END -OF -LINE METHOD. 16. FIRE ALARM PANELS SHALL HAVE DEDICATED A/C CIRCUIT, OVERCURRENT DEVICE SHALL BE PROTECTED FROM UNAUTHORIZED USE AND BE LABELED IN RED "FIRE ALARM CIRCUIT". 17. ALL JUNCTION BOXES SHALL BE LABELED "FIRE ALARM CIRCUIT" IN RED. THE INSIDE AND OUTSIDE OF BACK BOXES SHALL BE PAINTED RED. 18. NO SMOKE CONTROL PROVIDE. 19. FIRE ALARM SYSTEM SHALL BE POWER -LIMITED PER NEC. 20. AUDIBLE NOTIFICATION APPLIANCE CIRCUIT SHALL BE DISTINCTIVE THREE -PULSE TEMPORAL PATTERN FOR FIRE ALARM EVACUATION, SET SPEAKER ON "HIGH" FOR 88DB CO 10'. 21. AUDIO AND VISUAL NOTIFICATION APPLIANCE CIRCUIT SHALL BE SYNCHRONIZED. 22. TAG ALL WIRING ENTERING CABINET(S) PER DRAWING. 23. NON SPRINKLED FACILITY. 24. CODE SUMMARY/COMPLIANCE: 2013 NFPA70 NATIONAL ELECTRICAL CODE 2013 NFPA72 NATIONAL FIRE ALARM CODE CITY TUKWILA, WASHINGTON ORDINANCE No. 2437 25. SPEAKER/STROBE DEVICE LABEL DESCRIPTION: CABLE TYPE CIRCUIT NUMBER 01 1 DEVICE NUMBER IN CIRCUIT EQUIPMENT LEGEND QTY SYM MANUFACTURER MODEL # DESCRIPTION BACKBOX 1 IFACP I FIRELITE MS92000DLS FIRE ALARM CONTROL PANEL, ADDRESSABLE SURFACE 1 IFcPsI1 FIRELITE FCPS24FS8 BOOSTER POWER SUPPLY SURFACE 1 ALTRONIX AL6000LXR BOOSTER POWER SUPPLY SURFACE IFOPS I2 6 © FIRELITE SD355 PHOTOELECTRIC SMOKE DETECTOR W/ BSE 4" OCTO 3 FIRELITE BG-12LX MANUAL PULL STATION, ADDRESSABLE 1 GANG, DEEP P 3 ® FIRELITE CRF -300 RELAY CONTROL MODULE 4" SQUARE 2 ® FIRELITE CMF -300 CONTROL MODULE 4" SQUARE 4 MM FIRELITE MMF-301 MINI -MONITOR MODULE 4" SQUARE 1 IEVAcI FIRELITE ECC -50/100 VOICE EVACUATION CONTROL PANEL SURFACE 5 �� H SYSTEM SENSOR SPSCRH SPEAKER STROBE RED MULTI CD HIGH, CEILING MOUNT 4" OCTO 3 I=1i SYSTEM SENSOR SPSCR SPEAKER STROBE RED MULTI CD, CEILING MOUNT 4" OCTO 4 et SYSTEM SENSOR SCR STROBE RED MULTI CD, CEILING MOUNT 4" OCTO 4 EXKD SYSTEM SENSOR SPSR SPEAKER STROBE RED MULTI CD, WALL MOUNT 4" SQUARE 1 DH SYSTEM SENSOR SPSRH SPEAKER STROBE RED HIGH CD, WALL MOUNT 4" SQUARE 1 65 FIRELITE D355PL INNOVAIRFLEX DUCT SMOKE DETECTOR ADDRESSABLE DUCTS 4 SYSTEM SENSOR RTS151 KEY REMOTE TEST STATION W/ KEY SINGLE GANG © 3 ® FIRELITE H355R ADDRESSABLE THERMAL HEAT DETECTOR 4" OCTO 3 R CK<DT SYSTEM SENSOR BEAM1224 BEAM DETECTOR (REFLECTED = R , TRANSMITTER = T ) 4" SQUARE 1 IEAMPI FIRELITE ECC5ODA DISTRIBUTED AUDIO AMPLIFIER SURFACE 1 IH000l BY OTHERS - KITCHEN HOOD SYSTEM - TOTAL DE NUMBER OF DEVICES BEING INSTALLED: 53 NOTES: DUCT DETECTORS SHALL REPORT A "SUPERVISORY" SIGNAL PATHWAY CLASS DESIGNATION PATHWAY CLASS: SLC: A0 BM CO DO E❑ X❑ IDC: A❑ BM CO DO E❑ X NAC: A❑ BM CO DO E❑ X❑ PATHWAY SURVIVABILITY LEVEL: 0 1 M 2 3 I FIRE ALARM SYSTEM SMOKE/HEAT/BEAM DETECTOR ALARM DATE ISSUE DESCRIPTION BY m 5118116 REVIEWER'S COMMENTS, FACP CHANGED JP PULL STATION ALARM GENERAL TROUBLE CONDITION GENERAL SUPERVISORY CONDITION DUCT DETECTOR CONDITION * CABLE LEGEND ,ry�r�' KITCHEN HOOD SYSTEM TYPE SYSTEM DESCRIPTION DESCRIPTION A FIRE ILLARMINITIATINO CIRCUIT 110A,4.CON, FPLP 1 REVISION RECORD REV DATE ISSUE DESCRIPTION BY m 5118116 REVIEWER'S COMMENTS, FACP CHANGED JP * CABLE LEGEND ,ry�r�' TYPE SYSTEM DESCRIPTION DESCRIPTION A FIRE ILLARMINITIATINO CIRCUIT 110A,4.CON, FPLP 1 FIRE ALARM SLC LOOP UNSHIELDED 1IAWO, 2C, FPLP C FIRE ALARM STROBE/HORN CIRCUIT UNSHIELDED 14AWO, SC, FPLP 5 FIRE ALARM AUDIO CIRCUIT 1 SOA, 2-CON,FPLP E FIRE ALARM ANNUNCIATOR CIRCUIT 110A,4•CON,PPLP F DUCT DETECTOR RESET CIRCUIT 150A, 4 -CON, FPLP 0 SPRINKLER WIRE FORM MONITOR TO PIV, BACKFLOW DEVICES CIRCUIT. 140A, 460N, THHN H BEAM DETECTOR POWER WITH SLC CIRCUITS UNSHIELDED 1UAWO, 4C, FPLP GENERAL NOTES: 1. THESE DRAWINOS, THEIR DESIGN, DETAIL AND INVENTION ARE THE PROPERTY OF STANLEY SECURITY SOLUTIONS, INC. AND SHALL BB USED ONLY FOR REFERENCE WORK ON THE PROJECT FOR WHICH THEY ARE SUPPLIED. USE IS LIMITED TO TIM CUSTOMER AND/OR END USER AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE COPIED OR DISCLOSED TO ANY OUTSIDE PARTY VATHOUF THE EXPRESS WRITTEN CONSENT OF STANLEY SECURITY SOLUTIONS, INC. 2. INSTALLATION METHODS TO MEET ALL APPLICABLE CODES AND SPECIFICATIONS. S. COORDINATE EQUIPMENT INSTALLATION WITH ALL APPLICABLE TRADES. 4. REFER TO EQUIPMENT INSTALLATION MANUALS FOR FURTHER INFORMATION. S. DIRECT ANY TECHNICAL QUESTIONS TO THE STANLEY SECURITY SOLUTIONS ENOINEERINO STAFF. S. FOR EQUIPMENT LOCATIONS REFER TO BUILDING FLOOR PLANS. 2700 �LEV ARDS ROAD,, SUITE202 E, WA 98005 Security 1 PH 425-957-7000 FX 425.746-0084 1 www.stanleycss.com Convergence Center of excellence STANLEY Convergent Security Solutions, Inc. CUSTOMER FAMILY FUN CENTER SITE LOCATICN 7300 FUN CENTER WAY TUKWILA, WA 98188 TITLE FIRE ALARM SYSTEM NOTES, SEQUENCE OF OPERATION ENGHINEER.GRIFFIN DATE 03-17-16 SCALE N.T.S. JOS NO3 6870766 PROJECT MANAGER SHEET NO. FA -0 2 REV. ORANN BY J.PINEDA FILE REF. 4711T.001R1r06.JP BY www.hNpgneeInc.Com FIRE ALARM RISER DIAGRAM EOL C4(C) EVAC NEW EQUIPMENT - BOWLING AREA 75 CD 15 CD 15 CD 110 CD C4-1 C4-2 C4-3 C4-4 75 CD 185 CD 75 CD 185 CD 75 CD 185 CD C3-1 C3-2 C3-3 C3-4 C3-5 C3-6 185 CD 110 CD 110 CD 75 CD 185 CD 110 CD 185 CD C1-1 C1-2 C1-3 C1-4 EVAC > 120 VAC EAMP (NEw) (BY OTHERS) > 120 VAC (BY OTHERS) FCPS-12 > 120 VAC (NEW) (BY OTHERS) EXISTING EQUIPMENT - EXISTING BUILDING AREA NEW EQUIPMENT - BOWLING AREA FROM POWER SUPPLY AL6000LXR (H)+24VDC M-11 M-10 D-10 D-9 D-8 SPEAKER CAPACITY CALCULATION SPEAKER CIRCUITS QTY. WATTS PER SPEAKER TOTAL WATTS CIRCUIT #1 13 0.5 6.50 TOTAL WATTS = 6.5 THE FIREL TE ECC5ODA AMPLIFIER TOTAL CAPACITY IS = 50 W FCPS-1-VOLTAGE DROP CALCULATIONS NAC CIRCUIT TOTAL AMPS PER CIRCUIT LENGTH (FEET) WIRE GAUGE LAST DEVICE VOLTAGE (VDC) VOLTAGE DROP (VDC) FCPS-CKT.#1 0.932 145.118 Awg-14 19.551 0.849 FCPS-CKT.#2 0.69 173.317 Awg-14 19.649 0.751 FCPS-CKT.#3 1.332 211.302 Awg-14 18.632 1.768 FCPS-CKT.#4 0.492 93.142 Awg-14 20.112 0.288 0.0024 3.446 FIRELITE • D355PL - INNOVAIRFLEX DUCT SMOKE DETECTOR ADDRESSABLE 0.00030 0.0003000 0.001 CALCULATION NOTES: FACP - BATTERY CALCULATIONS QTY DESCRIPTION UNIT STANDBY CURRENT (A) STANDBY CURRENT (A) UNIT ALARM CURRENT (A) ALARM CURRENT (A) NEW EQUIPMENT - BOWLING AREA 1 FIRELITE - MS92000DLS- FIRE ALARM CONTROL PANEL, ADDRESSABLE 0.14500 0.1450000 0.2750 0.275 8 FIR ELITE -SD355- PHOTOELECTRIC SMOKE DETECTOR W/ 8114LPBT 0.00030 0.0018000 0.0085 0.039 3 FIRELITE - H3559 - ADDRESABLE THERMAL HEAT DETECTOR 0.00030 0.0009000 0.0085 0.0195 4 FIR ELITE -MMF-301-MINI-MONITOR MODULE 0.00035 0.0014000 0.0008 0.0024 1 FIRELITE • D355PL - INNOVAIRFLEX DUCT SMOKE DETECTOR ADDRESSABLE 0.00030 0.0003000 0.001 0.001 3 FIRELITE - CRF -300 - RELAY CONTROL MODULE 0.00025 0.0007500 0.0085 0.0195 2 FIRELITE - CMF -300 - CONTROL MODULE 0.00039 0.0007600 0.0085 0.013 3 FIRELITE -BO.12LX- MANUAL PULL STATION, ADDRESSABLE 0.000375 0.0011250 0.005 0.015 EXISTING EQUIPMENT -EXISTING BUILDING AREA 8 FIRELITE -BG-12LX- MANUAL PULL STATION, ADDRESSABLE 0.000375 0.003000 0.005000 0.025000 50 FIRELITE -SD355- PHOTOELECTRIC SMOKE DETECTOR W/ B114LPBT 0.000300 0.015000 0.008500 0.325000 4 FIRELITE- H355- HEAT DETECTOR 0.000300 0.001200 0.006500 0.028000 3 FIRELITE - MMF-301 - MINI -MONITOR MODULE 0.000350 0.001050 0.000600 0.001800 [A]X(f]-((3] TOTAL ALARM AMP -HOURS 0.299 [BJ TOTAL STANDBY CURRENT (A) 0.17231 [A) TOTAL ALARM CURRENT (A) 0.77720 [HIx1.2- [I1 TOTAL AMP HOURS X BY DERATINO FACTOR 2.980 ICI STANDBY24 HOURS 7 ID) ALARM TIME MINUTES 5 FIRELITE D355PL [B)X[C]-[EITOTAL STANDBYAMP HOURS 4.135 ID]re0•IFI ALARM TIME IN HOURS 0.08333 SYSTEM SENSOR RTS151KEY (A]X(FJ-[G] TOTAL ALARM AMP -HOURS 0.085 [ENG] -[H] TOTAL AMP -HOURS 4.200 3 ® [H]x1.15- [II TOTAL AMP HOURS X BY DERATING FACTOR 5.040 BATTERY REQUIRED IN AMP -HOURS 7 BATTERY CAPACITY: x'24 HOURS ALERTING DEVICES SOUND DURATION: 5 MIN DERATING FACTOR: 15% CALCULATION NOTES: FCPS 1 - BATTERY CALCULATIONS QTY DESCRIPTION UNIT STANDBY CURRENT (A) STANDBY CURRENT (A) UNIT ALARM CURRENT (A) ALARM CURRENT (A) 1 FIRELITE-FCPS24FS8- BOOSTER POWER SUPPLY 0.091 0.091 0.145 0.145 1 SYSTEM SENSOR -SCR -110 CD 0 0 0.202 0.202 2 SYSTEM SENSOR -SCR -15 CD 0 0 0.088 0.132 1 SYSTEM SENSOR -SCR -75 CD 0 0 0.158 0.158 3 SYSTEM SENSOR-SPSCR-75 CD 0 0 0.158 0.474 5 SYSTEM SENSORSPSCRH-185 CD 0 0 0.288 1.43 3 SYSTEM SENSOR-SPSR-110 CD 0 0 0.202 0.608 1 SYSTEM SENSOR-SPSR-75 CD 0 0 0.158 0.158 1 SYSTEM SENSOR-SPSRH-185 CD 0 0 0.288 0.288 5 t H [B1 TOTAL STANDBY CURRENT (A) 0.091 [Al TOTAL ALARM CURRENT (A) 3.591 3 ISI (CI STANDBY[D] HOURS AMP HOURS X BY ALARM TIME MINUTES 5 7 1_* [B)X(CJ-IE] TOTAL STANDBYAMP HOURS 2.184 [D]/80.• IF) ALARM TIME IN HOURS 0.083 4 IKI [A]X(f]-((3] TOTAL ALARM AMP -HOURS 0.299 [ENG] -[H] TOTAL AMP -HOURS 2.483 1 DH [HIx1.2- [I1 TOTAL AMP HOURS X BY DERATINO FACTOR 2.980 BATTERY REQUIRED IN AMP -HOURS 7 FACP MAX LOAD 8_0 A FCPS MAX LOAD 8_0 A BATTERY CAPACITY: 24 HOURS ALERTING DEVICES SOUND DURATION: 5 MIN DERATING FACTOR: 15% EVAC PANEL - BATTERY CALCULATIONS QTY DESCRIPTION UNIT STANDBY CURRENT (A) STANDBY CURRENT (A) UNIT ALARM CURRENT (A) ALARM CURRENT (A) NEW EQUIPMENT - BOWLING 1 ECC -50/100 PRIMARY CONSOLE 0.2720 0.2720 0.4480 0.4480 1 ECC -500A 0.0120 0.0120 0.0120 0.0120 13 SPEAKER 12 WATTS 0.0000 0.0000 0.0330 0.4290 0.6725 ® [BJ TOTAL STANDBY CURRENT (A) 0.2840 IA] TOTAL ALARM CURRENT (A) 0.8870 3 ID [C] STANDBY HOURS 24 (0) ALARM TIME MINUTES 15 15 El (B(X(CI-(EJ TOTAL STANDBYAMP HOURS 6.818 [D]I80- [F] ALARM TIME IN HOURS 0.25 0.25 IE ]A)X(FJ-[G) TOTAL ALARM AMP -HOURS 0.222 [E]P[O]•(H]TOTAL AMP -HOURS 7'64 4 I= [01.2- (I1 TOTAL AMP HOURS X 8Y DERATINO FACTOR 8.45 BATTERY REQUIRED IN AMP -HOURS 10 EAMP PANEL - BATTERY CALCULATIONS QTY DESCRIPTION UNIT STANDBY CURRENT(A) STANDBY CURRENT(A) UNIT ALARM CURRENT(A) ALARM CURRENT(A) NEW EQUIPMENT- BOWLING 1 FIRELITE - ECC-50DA (70.7V SYSTEM) 0.1000 0.1000 0.5800 0.5800 8.5 NUMBER OF WATTS 0.0000 0.0000 0.0450 0.2925 ®2 ALTRONIX (B( TOTAL STANDBY 0.1000 [AI TOTAL ALARM CURRENT(A) 0.6725 ® FIRELITE CURRENT (A) PHOTOELECTRIC SMOKE DETECTOR W/ BSE 4" OCTO 3 ID FIRELITE [C]STANDBY24 HOURS MANUAL PULL STATION, ADDRESSABLE [D]ALARM TIME MINUTES 15 El FIRELITE [8]X[C)-[EJ TOTAL STANDBYAMP 2.4 [D]/80•[FJ ALARM 0.25 IE FIRELITE HOURS CONTROL MODULE TIME IN HOURS 4 I= FIRELITE IA(X(F(-]G( TOTAL ALARM 0.218 [ENG] -[H] TOTAL 2.618 ® FIRELITE AMP -HOURS VOICE EVACUATION CONTROL PANEL AMP -HOURS 5 t H SYSTEM SENSOR [HIx1.15- (I) TOTAL SPEAKER STROBE RED MULTI CD HIGH, CEILING MOUNT BATTERY 3 ISI SYSTEM SENSOR AMP HOURS X BY 3.01070 REQUIRED IN 7 1_* SYSTEM SENSOR DERATING FACTOR STROBE RED MULTI CD, CEILING MOUNT AMP -HOURS 4 EQUIPMENT LEGEND QTY SYM MANUFACTURER MODEL # DESCRIPTION BACKBOX 1 ® FIRELITE MS92000DLS FIRE ALARM CONTROL PANEL, ADDRESSABLE SURFACE 1 IFCPSJI FIRELITE FCPS24FS8 BOOSTER POWER SUPPLY SURFACE 1 ®2 ALTRONIX AL6000LXR BOOSTER POWER SUPPLY SURFACE 6 ® FIRELITE SD355 PHOTOELECTRIC SMOKE DETECTOR W/ BSE 4" OCTO 3 ID FIRELITE BG-12LX MANUAL PULL STATION, ADDRESSABLE 1 GANG, DEEP 3 El FIRELITE CRF -300 RELAY CONTROL MODULE 4" SQUARE 2 IE FIRELITE CMF -300 CONTROL MODULE 4" SQUARE 4 I= FIRELITE MMF-301 MINI -MONITOR MODULE 4" SQUARE 1 ® FIRELITE ECC -50/100 VOICE EVACUATION CONTROL PANEL SURFACE 5 t H SYSTEM SENSOR SPSCRH SPEAKER STROBE RED MULTI CD HIGH, CEILING MOUNT 4" OCTO 3 ISI SYSTEM SENSOR SPSCR SPEAKER STROBE RED MULTI CD, CEILING MOUNT 4" OCTO 4 1_* SYSTEM SENSOR SCR STROBE RED MULTI CD, CEILING MOUNT 4" OCTO 4 IKI SYSTEM SENSOR SPSR SPEAKER STROBE RED MULTI CD, WALL MOUNT 4" SQUARE 1 DH SYSTEM SENSOR SPSRH SPEAKER STROBE RED HIGH CD, WALL MOUNT 4" SQUARE 1 6) FIRELITE D355PL INNOVAIRFLEX DUCT SMOKE DETECTOR ADDRESSABLE DUCTS 4 SYSTEM SENSOR RTS151KEY REMOTE TEST STATION W/ KEY SINGLE GANG © 3 ® FIRELITE H355R ADDRESSABLE THERMAL HEAT DETECTOR 4" OCTO 3 R ©<t®T SYSTEM SENSOR BEAM1224 BEAM DETECTOR (REFLECTED = R , TRANSMITTER = T ) 4" SQUARE 1 ® FIRELITE ECC5ODA DISTRIBUTED AUDIO AMPLIFIER SURFACE 1 ® BY OTHERS - KITCHEN HOOD SYSTEM - TOTAL DE NUMBER OF DEVICES BEING INSTALLED: 53 REVISION RECORD REV DATE ISSUE DESCRIPTION BY m 6/16116 REVIEWER'S COMMENTS, FACP CHANGED JP Ai.+ I �,� CABLE � 1 C �J��� � �T�fi LEGEND � � � d�:'� ��t R �Y,,.,:•,�i D � n k��. TYPE SYSTEM DESCRIPTION DESCRIPTION A FIRE ALARM INITIATING CIRCUIT 160A, 4 -CON, FPLP B FIRE ALARM SLC LOOP UNSHIELDED 18AWO, Z0, FPLP C FIRE ALARM STROBE/HORN CIRCUIT UNSHIELDED 14AW0, 2C, FPLP D FIRE ALARM AUDIO CIRCUIT 1S0A, 2.40N, FPLP E FIRE ALARM ANNUNCIATOR CIRCUIT 11111A, 4 -CON, FPLP F DUCT DETECTOR RESET CIRCUIT 110A, 4 -CON, FPLP 0 SPRINKLER WIRE FORM MONITOR TO PIV, BACKFLOW DEVICES CIRCUIT. 140A, 4CON, THHN H BEAM DETECTOR POWER WITH SLC CIRCUITS UNSHIELDED 11AW0, 4C, FPLP GENERAL NOTES: 1. THESE DRAWINGS, THEIR DESIGN, DETAIL AND INVENTION ARE THE PROPERTY OF STANLEY SECURITY SOLUTIONS, INC. AND SHALL BE USED ONLY FOR REFERENCE WORK ON THE PROJECT FOR WHICH THEY ARE SUPPLIED. USE 13 LIMITED TO THE CUSTOMER ANDIOR END USER AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE COPIED OR DISCLOSED TO ANY OUTSIDE PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF STANLEY SECURITY SOLUTIONS, INC. 2. INSTALLATION METHODS TO MEET ALL APPLICABLE CODES AND SPECIFICATIONS. 3. COORDINATE EQUIPMENT INSTALLATION WITH ALL APPLICABLE TRADES. 4. REFER TO EQUIPMENT INSTALLATION MANUALS FOR FURTHER INFORMATION. S. DIRECT ANY TECHNICAL QUESTIONS TO THE STANLEY SECURITY SOLUTIONS ENGINEERING STAFF. 6. FOR EQUIPMENT LOCATIONS REFER TO BUILDING FLOOR PLANS. 2700 ERICHARDSROAD,,SUIT202 LEY 1 L SecU 1"I , PH 425-957-7000 FX 425-746-0084 www.stanleycss.com Convergence Cooter of e2LcoUonco STANLEY Convergent Security Solutions, Inc. CUSTOMER FAMILY FUN CENTER SITELOCATIpJ 7300 FUN CENTER WAY TUKWILA, WA 98188 TITLE FIRE ALARM SYSTEM RISER DIAGRAM, BATTERY AND VOLTAGE DROP CALCULATIONS ENGHINEER.GRIFFIN DATE 03-17-16 SCALE N.T.S. JOBNO 6870766 PROJECT MANAGER SHEET NO FA -03 REV. DRA.15INEDA FILE REF LEREF 4711T.CO1R1r08.JP BY WwwJ+81pget.4SBBom CEILING TYPE: DROP CEILING CEILING TYPE: DROP CEILING THIS SPACE IS MECHANICALLY HEATED/VENTILATED 120 VAC DEDICATED CIRCUIT FOR PANEL AND POWER SUPPLY (BY OTHERS) FROM M-4 FOPS C M-1 EAMP EVAC C M -2I P AUDIO SHUTDOWN--- R M-3 1 TO C1-1 FCPS #1 LIGHTS TURN --- R M-4 TO C2-1 FCPS #1 L1(e) TO C3-1 FCPS #1 L TO D-1 — J TO C4-1 FCPS #1 (H)+zavoc TO BEAM 71 BALL RETURN ELECTRICAL ROOM (LOCATED AT HEATED MAIN LOBBY) +24VD 'r1i4p)---LM-77e �lC cl,,C. H 0.�'1 mg- 1/2wa-a✓ U-bd'— '1" 'o=bi % r PREP 7 P t ca(c) SIORAGL lli III L1(B) BACLQRTURIII j �ny75 CD DOI1 C1-1 C4(C) [BOWLING C3(C TESTRO0M MEN - 1C I r SYM MANUFACTURER \RLAAliI t . till ,..A.4 EMI 1 II AP_w_ �_I (8 If l 1 IFCPSI1 FIRELITE 1 C2-2 110 CD IBOWJNC AREAI CI(C) -� C== [BOWLING AREAI IBOW-ING AREAI �Y LING AI -EA c C3(C) tto C BOWLING AREA) 'BOWLING AREAI ECASHIER AREA [BOWLING ARE C1(C) r L1(B) I-- p2(c) d C3(C) [BOWLING AREA i 1 -7 --Ty SYM MANUFACTURER C i t© t . till ,..A.4 EMI i 1/2W11 1 1 I•� SURFACE [EN/LING AREA IBOW_ING AREAI C2-3 — 1/21V, 10 CD &o FIRE ALARM SYSTEM LAYOUT - FLOOR PLAN SCALE: 1/8"=V-0" [BOWLING AREAI 11 CEILING TYPE: OPEN HEIGHT: 25'-00" (UNLESS OTHERWISE NOTED) EQUIPMENT LEGEND QTY SYM MANUFACTURER MODEL # DESCRIPTION BACKBOX 1 EMI FIRELITE MS92000DLS FIRE ALARM CONTROL PANEL, ADDRESSABLE SURFACE 1 IFCPSI1 FIRELITE FCPS24FS8 BOOSTER POWER SUPPLY SURFACE 1 ®2 ALTRONIX AL6000LXR BOOSTER POWER SUPPLY SURFACE 6 m FIRELITE SD355 PHOTOELECTRIC SMOKE DETECTOR W/ BSE 4" OCTO 3 © FIRELITE BG-12LX MANUAL PULL STATION, ADDRESSABLE 1 GANG, DEEP 3 ® FIRELITE CRF -300 RELAY CONTROL MODULE 4" SQUARE 2 IB FIRELITE CMF -300 CONTROL MODULE 4" SQUARE 4 i= FIRELITE MMF-301 MINI -MONITOR MODULE 4" SQUARE 1 ® FIRELITE ECC -50/100 VOICE EVACUATION CONTROL PANEL SURFACE 5 H SYSTEM SENSOR SPSCRH SPEAKER STROBE RED MOUNT� CD HIGH, CEILING 4" OCTO 3 0 SYSTEM SENSOR SPSCR SPEAKER STROBE RED MULTI CD, CEILING MOUNT 4" OCTO 4 %1 SYSTEM SENSOR SCR STROBE RED MULTI CD, CEILING MOUNT 4" OCTO 4 En SYSTEM SENSOR SPSR SPEAKER STROBE RED MULTI CD, WALL MOUNT 4" SQUARE 1 lH SYSTEM SENSOR SPSRH SPEAKER STROBE RED HIGH CD, WALL MOUNT 4" SQUARE 1 ® FIRELITE D355PL INNOVAIRFLEX DUCT SMOKE DETECTOR ADDRESSABLE DUCTS 4 TD SYSTEM SENSOR RTS151KEY REMOTE TEST STATION W/ KEY SINGLE GANG 3 ® FIRELITE H355R ADDRESSABLE THERMAL HEAT DETECTOR 4" OCTO 3 R GX<C1T SYSTEM SENSOR BEAM1224 BEAM DETECTOR (REFLECTED = R , TRANSMITTER = T ) 4" SQUARE 1 ® FIRELITE ECC5ODA DISTRIBUTED AUDIO AMPLIFIER SURFACE 1 IHoo0I BY OTHERS - KITCHEN HOOD SYSTEM - TOTAL DE NUMBER OF DEVICES BEING INSTALLED: 53 REVISION RECORD REV DATE ISSUE DESCRIPTION BY A\ 5/18116 REVIEWER'S COMMENTS, FACP CHANGED JP CABLE T ,d LEGEND TYPE SYSTEM DESCRIPTION DESCRIPTION A FIRE ALARM INITIATING CIRCUIT 1 SOA, 4 -CON, FPLP 1 FIRE ALARM SLC LOOP UNSHIELDED 18AWO, SC, FPLP C FIRE ALARM STROBE/HORN CIRCUIT UNSHIELDED 14AW0, 2C, FPLP D FIRE ALARM AUDIO CIRCUIT 180A, 2 -CON, FPLP E FIRE ALARM ANNUNCIATOR CIRCUIT 1SGA, 4 -CON, FPLP P DUCT DETECTOR RESET CIRCUIT 180A, 4 -CON, FPLP 0 SPRINKLER WIRE FORM MONITOR TO PIV, BACKFLOW DEVICES CIRCUIT. 140A, 4 -CON, THHN H BEAM DETECTOR POWER WITH SLC CIRCUITS UNSHIELDED 1SAWO, 40, FPLP GENERAL NOTES: 1.THESB DRAWINGS, THEIR DESIGN, DETAIL AND INVENTION ARE THE PROPERTY OF STANLEY SECURITY SOLUTIONS, INC. AND SHALL BE USED ONLY FOR REFERENCE WORK ON THE PROJECT FOR WHICH THEY ARE SUPPLIED. USE IS LIMITED TO THE CUSTOMER AND/OR END USER AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE COPIED OR DISCLOSED TO ANY OUTSIDE PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OP STANLEY SECURITY SOLUTIONS, INC. 2. INSTALLATION METHODS TO MEET ALL APPLICABLE CODES AND SPECIFICATIONS. 3. COORDINATE EQUIPMENT INSTALLATION WITH ALL APPLICABLE TRADES. 4. REFER TO EQUIPMENT INSTALLATION MANUALS FOR FURTHER INFORMATION. E. DIRECT ANY TECHNICAL QUESTIONS TO THE STANLEY SECURITY SOLUTIONS ENGINEERING STAFF. S. FOR EQUIPMENT LOCATIONS REFER TO BUILDING FLOOR PLANS. 3£CUC"ItIf ._ .._ , .. ..._, Convergence Center of Excellence 2700 ARDS ROAD, UITE202 BELL98005 PH 425-957-7000 FX 425.746-0084 www.stanleycss.com STANLEY Convergent Security Solutions, Inc. CUSTOMER FAMILY FUN CENTER SITE LOCATION 7300 FUN CENTER WAY TUKWILA, WA 98188 TITLE FIRE ALARM SYSTEM LAYOUT - FLOOR PLAN ENGH.GRIFFIN G03.17-16 SAS NOTED , 6870766 PROJECT MANAGE! SHEET NO. FA -04 REV. ORJ.P INEDA J.P FILE REF. 4711T.CO1R1r08.JP BY WWwJleIpgata4"a.Oom BATTERY CALCULATION Supv. Alarm Supv. Alarm Part Name or Curr. Curr. Curr. Curr. Description QTY Each Each Total Total Unimode 200 Control 1 0.0800 0.1680 0.0800 0.1680 Annunciator 1 0.0400 0.0560 0.0400 0.0560 Manual Pull Station 10 0.0000 0.0000 0.0000 0.0000 Smoke Detector 42 0.0001 0.0001 0.0042 0.0042 Heat Detector 49 0.0000 0.0000 0.0000 0.0000 Smoke Receiver 1 0.0400 0.0600 0.0400 0.0600 Smoke Transmitter 1 0.0200 0.0200 0.0200 0.0200 Speaker/Strobe 29 0.0000 0.1150 0.0000 3.3350 Strobe 11 0.0000 0.1380 0.0000 1.5180 Totals: 133 0.0642 4.9372 Req. #Hrs Standby?: Tot Alrm Min in Alrm?; 24 60 5 5 Min Amp Hr Batt Req= 2.08 4.39 (30% Batt Age Fac Inc) (130% Total Load) nAce 'At lt(L.? F014 CL�ct S14yp P6NeL 131LL t.mD9 V3(0-'730- SSL 7 3 ay C42 -4Z �(4R1tt Wcz C -Ars kakopsbppeitIS 3041 SuPPoarBem- • C1AS oP&H At..L s‘.A.8144 mkS A - AgG L5' Fao -A wAu.S Art 0 CL -- t R covi- 4Akj OP 13(-4 f v ' cep Puo©R. PGAt4 a l 4 7 OUTDOOR S ASH OFFICE R OD ERMCE PRIZE COUNTER PRIZE STO 4.1MOM TE OFFIC TO SECDNI IDR ICES. ANSUL FREEZER FOOD N GR. L141 WALL 0 OOD SERVICE KITCHEN LOBBY KIDOPOL BULLWINKLE'S RESTAURANT 117 1=11 FIRST FL flR A / TO FACP • FAtittLk.? F014 C(-triA tILL t.iidt6csH MP MP MP 514p PE -At& ACCEPTED As Noted In Red Without Comments Per The Attached Letter These Wane have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to en -ors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions it) these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for -subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date: 10/9 By: (7/ vAINT TO FACP \A\ BIL I\� INtoott‘oci c-toisr 1110 elk ItoomispPeaS SuPPoa\-- 6A -As Cal aea-t svaas %rH1/4S AORIA- ARol-ik WALLS Acio C4TB f‘t wivrt- keNi OF -6=1i -a6 12_ No puooA. PAK4 G ... .. .... FACP ANN MP CONTROL UNIT ANNUNCIATOR SMOKE DETECTOR HEAT DETECTOR SPEAKER STROBE STROBE MANUAL PULL a a TUKWILA FREDE' Please call: 575-4407 and give this job I 0 and exact address for shut� diArit or restoration approval, 3114 0 TAMPER SWITCH SUPPLIED BY OTHERS WATERFLOW DETECTOR SUPPLIED BY OTHERS ANSUL SYSTEM CONNECTION Pq SMOKE BEAM RECEIVER SMOKE BEAM TRANSMITTER A HEAT DET. ABOVE CEILING ANSUL TR NOTE: CONNECTION TO SPRINKLER SWITCHES AND ANSUL SYSTEM BY OTHERS FOR MONITORING BY ADT. DRAWN BY: D. LEE DATE: 5-12-99 CHECKED DATE SCALE: 1/81' -Off APPROVED SALES INSTALL DRAFTING ADT SECURITY SYSTEMS 841 POWELL AVE SW RENTON, WA. 98055 (206) 624-3103 FAX: 654-3084 PROJECT NAME FAvILv T1- R SHEET TITLE AIRF ALARv SyST1- M REVISIONS NO. DATE DESCRIPTION 477.5! P19,(4/ SHEET ADT -1 MAINTENANCE BLDG. OFFICE 4 4 4 4 4 4 4 4 4 4 4 4 4 4 O 0 0000€10 0 0 00 00 O 0 0 0 00 0 0 O 0 00 00 00 SECOND FLOOR SECOND FLOOR ANSUL ANSUL OFFICE 4 4 4 4 4 O 4 4 4 4 4 4 4 O 0 0000.0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 FIRST FLOOR FIRST FLOOR OFFIC FROM FIRST FLOOR DEVICES. BILLIARDS STAIR LANDING TELCO LINE RJ38X CONN BLOCK UNIM= 200 OFFICE STORAGE 120 VAC WOMEN'S ELECT. STORAGE BRIEFING ROOM FROM FIRST FLOOR DEVICES. LAZER RUNNER ACP CONTROL UNIT aNN ANNUNCIATOR OS SMOKE DETECTOR ® HEAT DETECTOR NA SPEAKER STROBE STROBE MP MANUAL PULL O TAMPER SWITCH SUPPLIED BY OTHERS ® WATERFLOW DETECTOR SUPPLIED BY OTHERS ANSUL SYSTEM CONNECTION TR SMOKE BEAM TRANSMITTER © SMOKE BEAM RECEIVER O HEAT DET. ABOVE CEILING ANSUL NOTE: CONNECTION TD SPRINKLER SWITCHES AND ANSUL SYSTEM BY LINTERS FDR MONITORING BY ADT. DRAWN BY: D. LEE DATE: 5-12-99 CHECKED DATE SCALE: 1/8'=1'-0" APPROVED SALES INSTALL 841 POWELL AVE SW RENTON, WA. 98055 (206) 624-3103 FAX: 654-3084 DRAFTING SECURITY SYSTEMS PROJECT NAME � AvIL" \ 2F\TFR LSHEET TITLE FIRE- AFAR v YSTF v REVISI❑NS NO. DATE DESCRIPTI❑N SHEET ADT -P FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Family Fun Center 7300 Fun Center Way Permit No.: 16-S-005 Date: January 13, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditlions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler pitying exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. LEHNER ineering FIRE PROTECTION SPECIALISTS To: Keith Kyle Burns Fire Protection Systems 11021 Cramer Rd. KPN Gig Harbor, WA 98329 425-388-0124, fax 360-691-2704 Cell 425-239-2698 KEITH@BURNSFIRE.COM Re: LE 1506 Family Fun Center Addn. 7300 Fun Center Way Tukwila, WA 98188 21720 W. Coulee Hite Rd. Spokane, WA 99224 509-796-2418, cell 509-481-5408 wblehner@gmail.com January 4, 2016 Mr. Keith Kyle: I have reviewed these 4 drawings of fire sprinklers and one calculation each of hydraulic and seismic performance with the following comments. Drawing FP1, Notes & Details [dated 11/30/2015]: The compass direction shown is considered correct, all others have been ignored. Water main sizes are not shown upstream of the 6" building lead-in although 8" is calculated, which is reasonable. Drawing FP2, Existing Piping, Level 1 [dated 11/30/2015]: Reference Only, not part of this review. Drawing FP3, Existing Piping, Level 1 [dated 11/30/2015]: Reference Only, not part of this review except as follow: A short section of 3" crossmain has been added, new hangers (2) must match existing main hangers or those detailed on FP4. Drawing FP4, Piping Plan Addition [dated 11/30/2015]: ACCEPTABLE All sprinklers are properly positioned and carefully noted to provide clearances where obstructions occur. Hanger and bracing details are complete. HYDRAULIC CALCS, Area 1 [dated 12/16/2015]: ACCEPTABLE SEISMIC CALCS, Zone 1 [dated 11/30/2015]: ACCEPTABLE Sincerel yours, William B. le nE Fire Protection Engineer WA 21979 509-481-5408 LE1506 Family Fun Addn 1-4-2016 c'it„I‘I\ 2";::) • Project Name : FAMILY FUN CENTER ADDITION Drawing No. : Design Areas CALCULATION SUMMARY Project Location: 7300 FUN CENTER WAY City: TUKWILA, WA Design Area Name Calc. Mode (Model) Occupancy Area of Application Total Water Pressure @ Source Min. Density Min. Pressure Min. Flow Calculated Heads Hose Streams Margin To Source (ft2) (gpm) (psi) (gpm/tt2) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) OH1/LH 1500 584.1 Required 89.8 0.15 11.6 19.1 19 250 54.2 Date 12/16/2015 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Copyright © 2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name : FAMILY FUN CENTER ADDITION Contract No. : City: TUKWILA, WA Project Location: 7300 FUN CENTER WAY Date: 11/24/2015 Contractor Information Name of Contractor: BURNS FIRE PROTECTIONS SYSTEMS Address: P.O.B. 1110 Phone Number: 425-388-0124 Name of Designer: Authority Having Jurisdiction: CITY OF TUKWILA City: GRANITE FALLS, WA 98252 E-mail: Design Remote Area Name 1 Remote Area Location PEN SETTER/MECH/BOWLING Occupancy Classification OH1/LH Density (gpm/ft2) 0.15 Area of Application (ft2) 1500 Coverage per Sprinkler (ft2) 127 Number of Calculated Sprinklers 19 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 584.1 Required Pressure at Source (psi) 89.8 Type of System Wet Volume - Entire System (gal) 3214.6 gal Water Supply Information Date Location Source 11/24/15 INTERURBAN AND FUN CENTER WAY W1 Notes File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright ©2002-2012 Tyco Fire Protection Products Page 2 Job : FAMILY FUN CENTER ADDITION 2 I Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hydraulic Simplified) File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 Job : FAMILY FUN CENTER ADDITION Hydraulic Analysis for : 1 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (Ib/ft3) Fluid Dynamic Viscosity, (Ib•s/ft2) Demand Hazen -Williams Water @ 60F (15.6C) N/A for Hazen -Williams calculation. N/A for Hazen -Williams calculation. Water Supply Parameters Supply 1 : W1 Supply Analysis Flow (gpm) Pressure (psi) 0 145 8000 20 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) W1 145 20 8000 144 584.1 89.8 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 250 0 Total Hose Flow (gpm) 250 Sprinklers Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) 334.1 0 0 Total Sprinkler Flow (gpm) 334.1 Other Required Margin of Safety (%) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 10 89.8 584.1 N/A File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 4 Job : FAMILY FUN CENTER ADDITION Date 12/16/2015 Hydraulic Analysis for : 1 2 • Supply Supply; Safety Pressure et System Demand i 5.-6 0 2508100050010004500 5000 5500 6000 6500 7000 7500 8000 850 Flow, gpm File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Copyright © 2002-2012 Tyco Fire Protection Products Page 5 Job : FAMILY FUN CENTER ADDITION Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 145 S2 Supply point #2 - Residual 8000 20 D1 Elevation Pressure 0 11.7 D2 System Demand 584.1 89.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 143.3 774.7 54.2 584.1 Supply; Safety Pressure 129.2 728.5 39.8 584.1 Open Heads Head Ref. Head Type Coverage K -Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (Psi) (gpm/ft2) (gpm) (psi) 101 Overhead Sprinkler 106.25 5.6 0.15 15.9 8.1 0.178 18.9 11.4 102 Overhead Sprinkler 106.25 5.6 0.15 15.9 8.1 0.162 17.2 9.4 103 Overhead Sprinkler 106.25 5.6 0.15 15.9 8.1 0.153 16.2 8.4 104 Overhead Sprinkler 72.25 5.6 0.15 10.8 7 0.228 16.5 8.7 105 Overhead Sprinkler 51 5.6 0.15 7.7 7 0.322 16.4 8.6 106 Overhead Sprinkler 106.25 5.6 0.15 15.9 8.1 0.178 18.9 11.4 107 Overhead Sprinkler 106.25 5.6 0.15 15.9 8.1 0.162 17.2 9.4 108 Overhead Sprinkler 106.25 5.6 0.15 15.9 8.1 0.153 16.3 8.4 109 Overhead Sprinkler 72.25 5.6 0.15 10.8 7 0.229 16.5 8.7 110 Overhead Sprinkler 51 5.6 0.15 7.7 7 0.322 16.4 8.6 111 Overhead Sprinkler 96 5.6 0.15 14.4 7 0.198 19 11.5 112 Overhead Sprinkler 96 5.6 0.15 14.4 7 0.18 17.3 9.5 113 Overhead Sprinkler 96 5.6 0.15 14.4 7 0.17 16.3 8.5 Date 12/16/2015 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Copyright © 2002-2012 Tyco Fire Protection Products Page 6 114 Overhead Sprinkler 96 5.6 0.15 14.4 7 0.173 16.6 8.8 115 Overhead Sprinkler 96 5.6 0.15 14.4 7 0.172 16.5 8.7 116 Overhead Sprinkler 127 5.6 0.15 19.1 11.6 0.16 20.3 13.1 117 Overhead Sprinkler 127 5.6 0.15 19.1 11.6 0.153 19.4 12 118 Overhead Sprinkler 127 5.6 0.15 19.1 11.6 0.15 19.1 11.6 119 Overhead Sprinkler 127 5.6 0.15 19.1 11.6 0.152 19.3 11.8 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job : FAMILY FUN CENTER ADDITION Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft ft2 ft ft 103 HEAD 5.6 23 -135.79 Overhead Sprinkler 0 106.25 638.97 108 5.6 23 -144.29 Overhead Sprinkler HEAD 0 106.25 638.97 113 5.6 23 -151.12 Overhead Sprinkler HEAD 0 96 638.97 115 5.6 22.5 -151.12 Overhead Sprinkler HEAD 0 96 653.47 114 5.6 22.5 -151.12 Overhead Sprinkler HEAD 0 96 647.47 104 5.6 22.5 -135.79 Overhead Sprinkler HEAD 0 72.25 647.47 109 HEAD 5.6 22.5 -144.29 Overhead Sprinkler 0 72.25 647.47 105 5.6 22.5 -135.79 Overhead Sprinkler HEAD 0 51 653.47 110 5.6 22.5 -144.29 Overhead Sprinkler HEAD 0 51 653.47 102HEAD 5.6 23.5 -135.79 Overhead Sprinkler 0 106.25 626.47 107 5.6 23.5 -144.29 Overhead Sprinkler HEAD 0 106.25 626.47 112 HEAD 5.6 23.5 -151.12 Overhead Sprinkler 0 96 626.47 118 5.6 23.08 -159.75 Overhead Sprinkler HEAD 0 127 635.04 119 5.6 22 -159.75 Overhead Sprinkler HEAD 0 127 645.2 117 5.6 23.5 -159.75 Overhead Sprinkler HEAD 0 127 624.87 101 5.6 24 -135.79 Overhead Sprinkler HEAD 0 106.25 613.97 106 5.6 24 -144.29 Overhead Sprinkler HEAD 0 106.25 613.97 111 5.6 24 -151.12 Overhead Sprinkler HEAD 0 96 613.97 116 5.6 24 -159.75 Overhead Sprinkler HEAD 0 127 614.7 347 NODE 22 5 -135.79 Node bigt 0 638.97 361 NODE -144.29 Node bigt 0 22 5 638.97 375 NODE -151.12 Node bigt 0 22 5 638.97 345 NODE -135.79 Node bigt 0 22 5 626.47 359 NODE 22 5 -144.29 Node bigt 0 626.47 373 NODE 22 5 -151.12 Node bigt 0 626.47 Hydraulic Calculations / Fluid Delivery Time Analysis File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job : FAMILY FUN CENTER ADDITION Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft ft2 ft ft 082 NODE -159.75 Node bigt 0 22 5 645.2 389 NODE -159.75 Node bigt 0 22 5 635.04 344 NODE 22 -135.79 Node bigt 0 5 613.97 358 NODE 22 -144.29 Node bigt 0 5 613.97 372 NODE -151.12 Node bigt 0 22 5 613.97 387 NODE -159.75 Node bigt 0 22 5 624.87 001 NODE -159.75 Node bigt 0 22 5 614.7 340 NODE -135.79 Node bigt 0 2017 605.9 339 NODE -144.29 Node bigt 0 2017 605.9 338 NODE -151.12 Node bigt 0 2017 605.9 011 NODE -159.75 Node bigt 0 2017 605.9 034 NODE -268.11 Node coupling 0 26 25 604.21 049 NODE12 -361.58 Node bigt 0 683 055-0 NODE -407.17 Node coupling 0 2 22 687.05 055-I NODE -407.17 Node coupling 0 184 687.05 056 NODE -407.17 Node coupling 0 0'S 687.05 059-I NODE -423.82 Node coupling 0 _3 604.7 059-0 NODE -423.47 Node coupling 0 -3 603.89 060-0 NODE3 -421.67 Node coupling 0 599.68 060-I NODE3 -419.83 Node coupling 0 595.39 062-I NODE3 -417.02 Node coupling 0 588.81 062-0 NODE3 -416.67 Node coupling 0 588 H1HOSE -409.54 Outside Hose 0 3 589.6 063 NODE -416.15 Node bigt 0 -3 586.79 064-0 NODE3 - -569.55 Node coupling 0 521.65 Hydraulic Calculations / Fluid Delivery Time Analysis File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job : FAMILY FUN CENTER ADDITION Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft ft2 ft ft 064-I NODE3 -570.43 Node coupling 0 521.28 068-0 NODE3 -919.53 Node coupling 0 519.5 068-I NODE -920.37 Node coupling 0 -3 519.96 070-I NODE3 -922.21 Node coupling 0 518.98 070-0 NODE -922.67 Node coupling 0 -3 518.14 076-0 NODE3 - -1164.45 Node coupling 0 465.41 076-I NODE3 -1164.97 Node coupling 0 464.6 W1 -1165.8 Supply SUPPLY 0 -3 463.31 Hydraulic Calculations / Fluid Delivery Time Analysis File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job : FAMILY FUN CENTER ADDITION Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Size HWC Length Fittings Eq.Len. Total Len. Schedule ft ft ft 346 Sprig 389 118 1 120 0.58 1(bigt-Br); 5 5.58 40 102 Brline 387 389 1.25 120 10.17 1(bigt-Run); DF 101 Brline 001 387 1.25 120 10.17 1(bigt-Run); DF 099 Brline 011 001 1.25 120 11.14 2(bigt-Br); 20.22 31.36 DF 044 Cmain 034 011 3 120 116.13 (coupling);3(bigstd90);8(bigt-Run 30.57 146.71 DF 030 Cmain 049 034 3 120 195.43 2(bigt Br);10(bigstd90);1(big45ell) 138.43 333.86 10 025 Cmain 055-0 049 4 120 59.4 1(coupling);2(bigstd90);1(bigt-Run ); 17.64 77.05 10 423 VALVE 055-I 055-0 4 0 0.38 Btfly149225 024 Cmain 056 055-I 4 120 1.34 1(coupling); 10 021 Cmain 059-I 056 6 140 120.37 1(coupling);2(bigstd90); 34.91 155.27 DI350 422 VALVE 059-0 059-I 6 0 0.87 Gate A2360 020 Cmain 060-0 059-0 6 140 2.25 1(coupling); DI350 421 BFP 060-I 060-0 6 0 4.67 Febco856 DblChk 018 Cmain 062-I 060-I 6 140 9.91 1(coupling); DI350 420 VALVE 062-0 062-I 6 0 0.88 Gate A2360 017 Cmain 063 062-0 6 140 0.9 1(bigt-Br); 43.72 44.62 DI350 002 Cmain 064-0 063 8 140 166.65 1(coupling); DI350 416 VALVE 064-I 064-0 8 0 0.96 Gate A2360 006 Cmain 068-0 064-I 8 140 436.08 1(coupling);3(bigstd90); 74.21 510.3 DI350 417 VALVE 068-I 068-0 8 0 0.96 Gate A2360 009 Cmain 070-I 068-I 8 140 2.89 1(coupling);1(bigt-Br); 65.1 67.99 DI350 418 VALVE 070-0 070-I 8 0 0.96 Gate A2360 015 Cmain 076-0 070-0 8 140 317.79 1(coupling);3(big45ell);2(elbow.22. 66.96 384.75 DI350 419 VALVE 076-I 076-0 8 0 0.96 Gate A2360 016 Cmain W1 076-I 8 140 1.54 DI350 347 Drop 082 119 1 120 0.5 1(bigt-Br); 5 5.5 40 103 Brline 389 082 1.25 120 10.17 1(bigt-Run); DF 328 Sprig 347 103 1 120 0.5 1(bigt-Br); 5 5.5 40 063 Brline 345 347 1.25 120 12.5 1(bigt-Run); DF 062 Brline 344 345 1.25 120 12.5 1(bigt-Run); DF 060 Brline 340 344 1.25 120 10.41 2(bigt-Br); 20.22 30.62 DF 058 Cmain 339 340 3 120 8.5 1(bigt-Run); DF 057 Cmain 338 339 3 120 6.83 1(bigt-Run); DF 056 Cmain 011 338 3 120 8.63 1(bigt-Run); DF 334 Sprig 361 108 1 120 0.5 1(bigt-Br); 5 5.5 40 075 Brline 359 361 1.25 120 12.5 1(bigt-Run); DF 074 Brline 358 359 1.25 120 12.5 1(bigt-Run); DF 072 Brline 339 358 1.25 120 10.41 2(bigt-Br); 20.22 30.62 DF 345 Sprig 387 117 1 120 1 1(bigt-Br); 5 6 40 327 Sprig 345 102 1 120 1 1(bigt-Br); 5 6 40 333 Sprig 359 107 1 120 1 1(bigt-Br); 5 6 40 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job : FAMILY FUN CENTER ADDITION Pipe Data Velocity ft/s 7.07 6.64 9.99 13.51 12.43 12.84 7.52 0 7.52 3.33 0 3.33 0 3.33 0 3.33 3.26 0 3.26 0 3.26 0 3.26 0 3.26 7.15 3.34 6.02 8.5 11.48 14.75 3.17 6.34 9.53 6.03 8.52 11.5 14.77 7.2 6.38 6.39 Hydraulic Calculations / Fluid Delivery Time Analysis File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 12 Job : FAMILY FUN CENTER ADDITION Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Size HWC Length Fittings Eq.Len. Total Len. Schedule ft ft ft 340 Sprig 375 113 1 120 0.5 1(bigt-Br); 5 5.5 40 087 Brline 373 375 1.25 120 12.5 1(bigt-Run); DF 086 Brline 372 373 1.25 120 12.5 1(bigt-Run); DF 084 Brline 338 372 1.25 120 10.41 2(bigt-Br); 20.22 30.62 DF 344 Sprig 001 116 1 120 1.5 1(bigt-Br); 5 6.5 40 065 Brline 104 105 1.25 120 6 DF 064 Brline 347 104 1.25 120 8.5 1(bigt-Run); DF 077 Brline 109 110 1.25 120 6 DF 076 Brline 361 109 1.25 120 8.5 1(bigt-Run); DF 089 Brline 114 115 1.25 120 6 1(bigt-Run); DF 088 Brline 375 114 1.25 120 8.5 1(bigt-Run); DF 339 Sprig 373 112 1 120 1 1(bigt-Br); 5 6 40 326 Sprig 344 101 1 120 1.5 1(bigt-Br); 5 6.5 40 332 Sprig 358 106 1 120 1.5 1(bigt-Br); 5 6.5 40 338 Sprig 372 111 1 120 1.5 1(bigt-Br); 5 6.5 40 001 Cmain 063 H1 8 140 7.19 1(bigt-Run); DI350 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright© 2002-2012 Tyco Fire Protection Products Page 13 Job : FAMILY FUN CENTER ADDITION Pipe Data Velocity ft/s 6.06 8.55 11.54 14.83 7.53 2.84 5.7 2.84 5.7 2.86 5.73 6.42 7.01 7.02 7.05 1.4 Hydraulic Calculations / Fluid Delivery Time Analysis File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright ©2002-2012 Tyco Fire Protection Products Page 14 Job name: FAMILY FUN CENTER ADDITION PIPE INFORMATION Sheet number: Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added(q)* Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft) (gpm/Psis/z) (gpm) (in) (ft) (ft) (Psi) (psi) 118 23.08 5.6 19.1 1 lx(bigt-Br)=5 0.58 120 11.6 389 22.5 19.1 1.049 5 0.1185 0.3 5.58 0.7 389 22.5 19.3 1.25 10.17 120 12.5 387 22.5 38.3 1.536 0 0.0675 0 10.17 0.7 387 22.5 19.4 1.25 10.17 120 13.2 001 22.5 57.7 1.536 0 0.1442 0 10.17 1.5 001 22.5 20.3 1.25 2x(bigt-Br)=20.22 11.14 120 14.6 011 20.17 78 1.536 20.22 0.2518 1 31.36 7.9 011 20.17 256.1 3 3x(bigstd90)=30.57 116.13 120 23.5 034 26.25 334.1 3.314 30.57 0.088 -2.6 146.71 12.9 034 26.25 0 3 2x(bigt-Br)=40.32 195.43 120 33.8 049 12 334.1 3.26 10x(bigstd90)=94.08 138.43 0.0954 6.2 lx(big45eI1)=4.03 333.86 31.8 049 12 0 4 2x(bigstd90)=17.64 59.4 120 71.8 055-0 2.22 334.1 4.26 17.64 0.0259 4.2 77.05 2 055-0 2.22 0 4 0.38 0 78.1 Btfly149225 055-I 1.84 334.1 0 0 0.5399 0.2 *** 0.38 0.2 055-I 1.84 0 4 1.34 120 78.4 056 0.5 334.1 4.26 0 0.0259 0.6 1.34 0.0 056 0.5 0 6 2x(bigstd90)=34.91 120.37 140 79.1 059-I -3 334.1 6.4 34.91 0.0027 1.5 155.27 0.4 059-I -3 0 6 0.87 0 81 Gate A2360 059-0 -3 334.1 0 0 0.1245 0 *** 0.87 0.1 059-0 -3 0 6 2.25 140 81.1 060-0 -3 334.1 6.4 0 0.0027 0 2.25 0 060-0 -3 0 6 4.67 0 81.1 Febco856 060-I -3 334.1 0 0 1.2703 0 DblChk 4.67 5.9 *** 060-I -3 0 6 9.91 140 87 062-I -3 334.1 6.4 0 0.0027 0 9.91 0.0 062-I -3 0 6 0.88 0 87.1 Gate A2360 062-0 -3 334.1 0 0 0.1245 0 *** 0.88 0.1 062-0 -3 0 6 lx(bigt-Br)=43.72 0.9 140 87.2 063 -3 334.1 6.4 43.72 0.0027 0 44.62 0.1 063 -3 250 8 166.65 140 87.3 064-0 -3 584.1 8.55 0 0.0018 0 166.65 0.3 064-0 -3 0 8 0.96 0 87.6 Gate A2360 064-I -3 584.1 0 0 0.103 0 *** 0.96 0.1 © 2006 National Fire Protection Association Page 15 Job name: FAMILY FUN CENTER ADDITION PIPE INFORMATION Sheet number: Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added(q)* Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 064-I -3 0 8 3x(bigstd90)=74.21 436.08 140 87.7 068-0 -3 584.1 8.55 74.21 0.0018 0 510.3 0.9 068-0 -3 0 8 0.96 0 88.6 Gate A2360 068-I -3 584.1 0 0 0.103 0 *** 0.96 0.1 068-I -3 0 8 lx(bigt-Br)=65.1 2.89 140 88.7 070-I -3 584.1 8.55 65.1 0.0018 0 67.99 0.1 070-I -3 0 8 0.96 0 88.9 Gate A2360 070-0 -3 584.1 0 0 0.103 0 *** 0.96 0.1 070-0 -3 0 8 3x(big45e11)=50.22 317.79 140 89 076-0 -3 584.1 8.55 2x(elbow.22.5)=16.74 66.96 0.0018 0 384.75 0.7 076-0 -3 0 8 0.96 0 89.7 Gate A2360 076-I -3 584.1 0 0 0.103 0 *** 0.96 0.1 076-I -3 0 8 1.54 140 89.8 W1 -3 584.1 8.55 0 0.0018 0 1.54 0 119 22 5.6 19.3 1 lx(bigt-Br)=5 0.5 120 11.8 082 22.5 19.3 1.049 5 0.1211 -0.2 5.5 0.7 082 22.5 0 1.25 10.17 120 12.3 389 22.5 19.3 1.536 0 0.0189 0 10.17 0.2 103 23 5.6 16.2 1 lx(bigt-Br)=5 0.5 120 8.4 347 22.5 16.2 1.049 5 0.0881 0.2 5.5 0.5 347 22.5 32.9 1.25 12.5 120 9.1 345 22.5 49.1 1.536 0 0.1069 0 12.5 1.3 345 22.5 17.2 1.25 12.5 120 10.4 344 22.5 66.3 1.536 0 0.1863 0 12.5 2.3 344 22.5 18.9 1.25 2x(bigt-Br)=20.22 10.41 120 12.8 340 20.17 85.2 1.536 20.22 0.2963 1 30.62 9.1 340 20.17 0 3 8.5 120 22.8 339 20.17 85.2 3.314 0 0.007 0 8.5 0.1 339 20.17 85.3 3 6.83 120 22.9 338 20.17 170.5 3.314 0 0.0253 0 6.83 0.2 338 20.17 85.7 3 8.63 120 23.1 011 20.17 256.1 3.314 0 0.0538 0 8.63 0.5 108 23 5.6 16.3 1 1x(bigt-Br)=5 0.5 120 8.4 361 22.5 16.3 1.049 5 0.0883 0.2 5.5 0.5 361 22.5 32.9 1.25 12.5 120 9.1 359 22.5 49.2 1.536 0 0.1072 0 12.5 1.3 © 2006 National Fire Protection Association Page 16 Job name: FAMILY FUN CENTER ADDITION PIPE INFORMATION Sheet number: Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added(q)* Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft) (9Prn/Psi1/z) (gpm) (in) (ft) (ft) (Psi) (psi) 359 22.5 17.2 1.25 12.5 120 10.5 358 22.5 66.4 1.536 0 0.1868 0 12.5 2.3 358 22.5 18.9 1.25 2x(bigt-Br)=20.22 10.41 120 12.8 339 20.17 85.3 1.536 20.22 0.2971 1 30.62 9.1 117 23.5 5.6 19.4 1 lx(bigt-Br)=5 1 120 12 387 22.5 19.4 1.049 5 0.1226 0.4 6 0.7 102 23.5 5.6 17.2 1 lx(bigt-Br)=5 1 120 9.4 345 22.5 17.2 1.049 5 0.0979 0.4 6 0.6 107 23.5 5.6 17.2 1 lx(bigt-Br)=5 1 120 9.4 359 22.5 17.2 1.049 5 0.0981 0.4 6 0.6 113 23 5.6 16.3 1 lx(bigt-Br)=5 0.5 120 8.5 375 22.5 16.3 1.049 5 0.089 0.2 5.5 0.5 375 22.5 33.1 1.25 12.5 120 9.2 373 22.5 49.4 1.536 0 0.108 0 12.5 1.4 373 22.5 17.3 1.25 12.5 120 10.5 372 22.5 66.7 1.536 0 0.1882 0 12.5 2.4 372 22.5 19 1.25 2x(bigt-Br)=20.22 10.41 120 12.9 338 20.17 85.7 1.536 20.22 0.2994 1 30.62 9.2 116 24 5.6 20.3 1 lx(bigt-Br)=5 1.5 120 13.1 001 22.5 20.3 1.049 5 0.1331 0.6 6.5 0.9 105 22.5 5.6 16.4 1.25 6 120 8.6 104 22.5 5.6 16.4 1.536 0 0.014 0 6 0.1 104 22.5 5.6 16.5 1.25 8.5 120 8.7 347 22.5 32.9 1.536 0 0.0509 0 8.5 0.4 110 22.5 5.6 16.4 1.25 6 120 8.6 109 22.5 5.6 16.4 1.536 0 0.0141 0 6 0.1 109 22.5 5.6 16.5 1.25 8.5 120 8.7 361 22.5 32.9 1.536 0 0.051 0 8.5 0.4 115 22.5 5.6 16.5 1.25 6 120 8.7 114 22.5 5.6 16.5 1.536 0 0.0142 0 6 0.1 114 22.5 5.6 16.6 1.25 8.5 120 8.8 375 22.5 33.1 1.536 0 0.0514 0 8.5 0.4 112 23.5 5.6 17.3 1 lx(bigt-Br)=5 1 120 9.5 373 22.5 17.3 1.049 5 0.0989 0.4 6 0.6 101 24 5.6 18.9 1 lx(bigt-Br)=5 1.5 120 11.4 344 22.5 18.9 1.049 5 0.1165 0.6 6.5 0.8 © 2006 National Fire Protection Association Page 17 Job name: FAMILY FUN CENTER ADDITION PIPE INFORMATION Sheet number: Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added(q)* Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft) (gPm/Psi'/x) (gpm) (in) (ft) (ft) (psi) (psi) 106 24 5.6 18.9 1 1x(bigt-Br)=5 1.5 120 11.4 358 22.5 18.9 1.049 5 0.1168 0.6 6.5 0.8 111 24 5.6 19 1 lx(bigt-Br)=5 1.5 120 11.5 372 22.5 19 1.049 5 0.1177 0.6 6.5 0.8 H1 -3 250 8 7.19 140 87.3 063 -3 250 8.55 0 0.0004 0 7.19 0 * Discharge shown for flowing nodes only © 2006 National Fire Protection Association Page 18 Job : FAMILY FUN CENTER ADDITION PIPE INFORMATION Hydraulic Calculations Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES 389 (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 118 23.08 5.6 19.1 1 lx(bigt-Br)=5 0.58 120 11.6 389 22.5 19.1 1.049 5 0.1185 0.3 5.58 0.7 389 22.5 19.3 1.25 10.17 120 12.5 387 22.5 38.3 1.536 0 0.0675 0 10.17 0.7 387 22.5 19.4 1.25 10.17 120 13.2 001 22.5 57.7 1.536 0 0.1442 0 10.17 1.5 001 22.5 20.3 1.25 2x(bigt-Br)=20.22 11.14 120 14.6 011 20.17 78 1.536 20.22 0.2518 1 31.36 7.9 011 20.17 256.1 3 3x(bigstd90)=30.57 116.13 120 23.5 034 26.25 334.1 3.314 30.57 0.088 -2.6 146.71 12.9 034 26.25 0 3 2x(bigt-Br)=40.32 195.43 120 33.8 049 12 334.1 3.26 10x(bigstd90)=94.08 138.43 0.0954 6.2 lx(big45e11)=4.03 333.86 31.8 049 12 0 4 2x(bigstd90)=17.64 59.4 120 71.8 055-0 2.22 334.1 4.26 17.64 0.0259 4.2 77.05 2 055-0 2.22 0 4 0.38 0 78.1 Btfly149225 055-I 1.84 334.1 0 0 0.5399 0.2 *** 0.38 0.2 055-I 1.84 0 4 1.34 120 78.4 056 0.5 334.1 4.26 0 0.0259 0.6 1.34 0.0 056 0.5 0 6 2x(bigstd90)=34.91 120.37 140 79.1 059-I -3 334.1 6.4 34.91 0.0027 1.5 155.27 0.4 059-I -3 0 6 0.87 0 81 Gate A2360 059-0 -3 334.1 0 0 0.1245 0 *** 0.87 0.1 059-0 -3 0 6 2.25 140 81.1 060-0 -3 334.1 6.4 0 0.0027 0 2.25 0 060-0 -3 0 6 4.67 0 81.1 Febco856 060-I -3 334.1 0 0 1.2703 0 DblChk 4.67 5.9 *** 060-I -3 0 6 9.91 140 87 062-I -3 334.1 6.4 0 0.0027 0 9.91 0.0 062-I -3 0 6 0.88 0 87.1 Gate A2360 062-0 -3 334.1 0 0 0.1245 0 *** 0.88 0.1 062-0 -3 0 6 lx(bigt-Br)=43.72 0.9 140 87.2 063 -3 334.1 6.4 43.72 0.0027 0 44.62 0.1 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 19 Job : FAMILY FUN CENTER ADDITION PIPE INFORMATION Hydraulic Calculations Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES 064-0 064-I (ft) (gpm/psilh) (gpm) (in) (ft) (ft) (psi) (psi) Gate A2360 *** Path No: 1 063 064-0 -3 -3 5.6 250 584.1 8 8.55 lx(bigt-Br)=5 166.65 0 166.65 140 0.0018 87.3 0 0.3 064-0 064-I -3 -3 0 584.1 8 0 0.96 0 0.96 0 0.103 87.6 0 0.1 Gate A2360 *** 064-I -3 0 8 3x(bigstd90)=74.21 436.08 140 87.7 068-0 -3 584.1 8.55 74.21 0.0018 0 389 22.5 19.3 1.536 510.3 0.0189 0.9 068-0 -3 0 8 0.96 0 88.6 Gate A2360 068-I -3 584.1 0 0 0.103 0 *** 0.96 0.1 068-I -3 0 8 lx(bigt-Br)=65.1 2.89 140 88.7 070-I -3 584.1 8.55 65.1 0.0018 0 67.99 0.1 070-I -3 0 8 0.96 0 88.9 Gate A2360 070-0 -3 584.1 0 0 0.103 0 *** 0.96 0.1 070-0 -3 0 8 3x(big45e11)=50.22 317.79 140 89 076-0 -3 584.1 8.55 2x(elbow.22.5)=16.74 66.96 0.0018 0 384.75 0.7 076-0 -3 0 8 0.96 0 89.7 Gate A2360 076-I -3 584.1 0 0 0.103 0 *** 0.96 0.1 076-I -3 0 8 1.54 140 89.8 W1 -3 584.1 8.55 0 0.0018 0 1.54 0 W1 89.8 Path No: 2 119 22 5.6 19.3 1 lx(bigt-Br)=5 0.5 120 11.8 082 22.5 19.3 1.049 5 0.1211 -0.2 5.5 0.7 082 22.5 0 1.25 10.17 120 12.3 389 22.5 19.3 1.536 0 0.0189 0 10.17 0.2 389 12.5 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyc© Fire Protection Products Page 20 Job : FAMILY FUN CENTER ADDITION PIPE INFORMATION Hydraulic Calculations Path No: 3 103 23 5.6 16.2 1 1x(bigt-Br)=5 0.5 120 8.4 347 22.5 16.2 1.049 5 0.0881 0.2 5.5 0.5 347 22.5 32.9 1.25 12.5 120 9.1 345 22.5 49.1 1.536 0 0.1069 0 12.5 1.3 345 22.5 17.2 1.25 12.5 120 10.4 344 22.5 66.3 1.536 0 0.1863 0 12.5 2.3 344 22.5 18.9 1.25 2x(bigt-Br)=20.22 10.41 120 12.8 340 20.17 85.2 1.536 20.22 0.2963 1 30.62 9.1 340 20.17 0 3 8.5 120 22.8 339 20.17 85.2 3.314 0 0.007 0 8.5 0.1 339 20.17 85.3 3 6.83 120 22.9 338 20.17 170.5 3.314 0 0.0253 0 6.83 0.2 338 20.17 85.7 3 8.63 120 23.1 011 20.17 256.1 3.314 0 0.0538 0 8.63 0.5 011 23.5 Path No: 4 108 23 5.6 16.3 1 lx(bigt-Br)=5 0.5 120 8.4 361 22.5 16.3 1.049 5 0.0883 0.2 5.5 0.5 361 22.5 32.9 1.25 12.5 120 9.1 359 22.5 49.2 1.536 0 0.1072 0 12.5 1.3 359 22.5 17.2 1.25 12.5 120 10.5 358 22.5 66.4 1.536 0 0.1868 0 12.5 2.3 358 22.5 18.9 1.25 2x(bigt-Br)=20.22 10.41 120 12.8 339 20.17 85.3 1.536 20.22 0.2971 1 30.62 9.1 339 22.9 Path No: 5 117 23.5 5.6 19.4 1 lx(bigt-Br)=5 1 120 12 387 22.5 19.4 1.049 5 0.1226 0.4 6 0.7 387 13.2 Path No: 6 102 23.5 5.6 17.2 1 lx(bigt-Br)=5 1 120 9.4 345 22.5 17.2 1.049 5 0.0979 0.4 6 0.6 345 10.4 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 21 Job : FAMILY FUN CENTER ADDITION PIPE INFORMATION Hydraulic Calculations Path No: 7 107 23.5 5.6 17.2 1 lx(bigt-Br)=5 1 120 9.4 359 22.5 5.6 17.2 1.049 5 0.0981 0.4 6 0.6 359 10.5 Path No: 8 113 23 5.6 16.3 1 lx(bigt-Br)=5 0.5 120 8.5 375 22.5 5.6 16.3 1.049 5 0.089 0.2 5.5 0.5 375 22.5 5.6 33.1 1.25 12.5 120 9.2 373 22.5 49.4 1.536 0 0.108 0 12.5 1.4 373 22.5 17.3 1.25 12.5 120 10.5 372 22.5 66.7 1.536 0 0.1882 0 12.5 2.4 372 22.5 19 1.25 2x(bigt-Br)=20.22 10.41 120 12.9 338 20.17 85.7 1.536 20.22 0.2994 1 30.62 9.2 338 23.1 Path No: 9 116 24 5.6 20.3 1 1x(bigt-Br)=5 1.5 120 13.1 001 22.5 5.6 20.3 1.049 5 0.1331 0.6 6.5 0.9 001 14.6 Path No: 10 105 22.5 5.6 16.4 1.25 6 120 8.6 104 22.5 5.6 16.4 1.536 0 0.014 0 6 0.1 104 22.5 5.6 16.5 1.25 8.5 120 8.7 347 22.5 32.9 1.536 0 0.0509 0 8.5 0.4 347 9.1 Path No: 11 110 22.5 5.6 16.4 1.25 6 120 8.6 109 22.5 5.6 16.4 1.536 0 0.0141 0 6 0.1 109 22.5 5.6 16.5 1.25 8.5 120 8.7 361 22.5 32.9 1.536 0 0.051 0 8.5 0.4 361 9.1 Path No: 12 115 22.5 5.6 16.5 1.25 6 120 8.7 114 22.5 5.6 16.5 1.536 0 0.0142 0 6 0.1 114 22.5 5.6 16.6 1.25 8.5 120 8.8 375 22.5 33.1 1.536 0 0.0514 0 8.5 0.4 375 9.2 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 22 Job : FAMILY FUN CENTER ADDITION PIPE INFORMATION Hydraulic Calculations Node 1 Node 2 - Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES 373 (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 112 23.5 5.6 17.3 1 lx(bigt-Br)=5 1 120 9.5 373 22.5 17.3 1.049 5 0.0989 0.4 6 0.6 373 10.5 Path No: 14 101 24 5.6 18.9 1 lx(bigt-Br)=5 1.5 120 11.4 344 22.5 18.9 1.049 5 0.1165 0.6 6.5 0.8 344 12.8 Path No: 15 106 24 5.6 18.9 1 lx(bigt-Br)=5 1.5 120 11.4 358 22.5 18.9 1.049 5 0.1168 0.6 6.5 0.8 358 12.8 Path No: 16 111 24 5.6 19 1 lx(bigt-Br)=5 1.5 120 11.5 372 22.5 19 1.049 5 0.1177 0.6 6.5 0.8 372 12.9 Path No: 17 H1 063 -3 -3 250 250 8 8.55 7.19 0 7.19 140 0.0004 87.3 0 0 063 87.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.83 ft/s occurs in the following pipe(s): (338-372) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve -based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 23 Job : FAMILY FUN CENTER ADDITION Pressure, psi Pressure, psi 160- 150- 140- 130:- 120- I0. 100- 90- 80- 70- 60- 50 - 40- 30- 20- 10- Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 0-, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 00 0 01 0 0n 0 00 0 0n N N t+: nt - 7 v1 0n Flow, gpm 0 0 0 0 r 0 m Pressure Loss Function Design Area: 1; BFP Ref.: 421 (Febco856 DblChk, Size = 6); Inlet Node: 060-1; Outlet Node: 060-0 7.32- 6.32- 5.32- 4.32- 3.32- 2.32- 132- 0.32- 0 0 0 Flow, gpm 0 0 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright ©2002-2012 Tyco Fire Protection Products Page 24 Job : FAMILY FUN CENTER ADDITION Pressure, psi Pressure, psi 0.831- 0.331 - Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 416 (Gate A2360, Size = 8); Inlet Node: 064-1; Outlet Node: 064-0 0.1 psi @ 584.1 gpm Y 0 0 0 0 Flow, gpm 0 Pressure Loss Function Design Area: 1; Valve Ref.: 417 (Gate A2360, Size = 8); Inlet Node: 068-1; Outlet Node: 068-0 0 0 0 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 25 Job : FAMILY FUN CENTER ADDITION Pressure, psi Pressure, psi Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 418 (Gate A2360, Size = 8); Inlet Node: 070-1; Outlet Node: 070-0 Pressure Loss Function Design Area: 1; Valve Ref.: 419 (Gate A2360, Size = 8); Inlet Node: 076-1; Outlet Node: 076-0 File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 26 Job : FAMILY FUN CENTER ADDITION Pressure, psi Pressure, psi Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 420 (Gate A2360, Size = 6); Inlet Node: 062-1; Outlet Node: 062-0 0.766- .766- 0.266- 0.266- 0.1 0.1 psi @ 334.1 gpm 0 0 Flow, gpm o .0 0 o 0 0 O\ V 00 cr , vt Pressure Loss Function Design Area: 1; Valve Ref.: 422 (Gate A2360, Size = 6); Inlet Node: 059-1; Outlet Node: 059-0 0.766- .766- 0.266- 0.266- 0.1 0.1 psi @ 334.1 gpmj —0 0 N Flow, gpm 0 ,0 0 0 0 O ON tf 00 7 Vi h File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products Page 27 Job : FAMILY FUN CENTER ADDITION Pressure, psi 1.15- 0.65- 0.15 - Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 423 (Btfly149225, Size = 4); Inlet Node: 055-1; Outlet Node: 055-0 L0.2 psi @ 334.1 gpm a 0000 Flow, gpm a File: C:\dwg\burns\FAMILY FUN CENTER\SUBMITTAL\FFC SUBMITTAL REV 12_16_15\FFC SUBMITTAL.dwg Date 12/16/2015 Copyright © 2002-2012 Tyco Fire Protection Products 0 O Page 28 Seismic Brace Calculations nfpa #13-2010 Zone# #1 BRACE TYPE 1 FOR BRACES TO STEEL BEAMS Project: FAMILY FUN CENTER ADDITION Contractor: BURNS FIRE PROTECTION SYSTEMS Address: 7300 FUN CENTER WAY Address: P.O.B. 1110 TUKWILA, wa GRANITE FALLS, WA telephone: 425-388-0124 Source of Information Contract structural drawing S0.1 Ss (Short Period Response Parameter) Cp (seismic coefficient based on NFPA #13 Table 9.3.5.6.2) Building Seismic Information 1.452 0.68 Spacing/orientation Brace Information Attachment(adjusted per NFPA #13 9.3.5.10.3) Spacing of lateral braces Spacing of longitudinal braces Orientation of connection Horizontal distance from connection to main(INCHES) vertical distance of main below connection(INCHES) C 25 75 24 6 brace angle 75.96 brace length(INCHE£ 24.74 1"sched 40 pipe brace vertical component -680 L/R RATIO 200 MAX LOAD 1735 structural member STEEL GIRDERS fastener AFCON 086 structure attachment fitting AFCON FIG 076 listed load rating 2015 adjusted rating pipe attachment fitting AFCON FIG 410 1744 listed load rating 2015 adjusted rating 1744 Pipe Diameter Pipe schedule LENGTH total length weight/ft pipe weight total pipe weight Wp (weight increased by 15%) Cp (seismic coefficient) Fpw (horizontal force Cp x Wp' Pipe Diameter Pipe schedule LENGTH weight/ft pipe weight total pipe weight Wp (weight increased by 15%) Cp (seismic coefficient) Fpw (horizontal force Cp x Wp` 1" 1 1/4" 40 40 1 1/2" 40 LATERAL EARTHQUAKE LOADS 2" 2 /2" 3" 4" 6" 8" 40 40 40 40 40 40 1 1/4 1 1/2 2 2 1/2" 3" 4" DF DF DF 10 DF DF 6" 10 8" 10 28 0 0 0 0 0 0 0 188.5 0 0 0 25 0 0 28 0 2.05 2.93 57.4 0 711.92 818.71 0.68 556.72 0 3.61 0 0 0 0 0 0 0 5.13 7.89 10.82 16.4 31.7 47.7 0 0 0 0 0 0 188.5 0 0 0 25 0 2.52 2.71 3.79 5.1 7.18 10.86 475 0 0 0 179.5 0 0 23.03 0 0 40.08 0 1" 1 1/4" 40 40 1 1/2" 40 LONGITUDINAL EARTHQUAKE LOADS ZONE # 1 2" 2 /2" 3" 4" 6" 8" 1 1/4 1 1/2 2 2 1/2" 3" 4" 40 40 40 40 40 40 DF DF DF DF DF DF 6" 10 f co, 1 cr5 "-- ' J d0 lli V r07 0 0 0 0 0 0 0 0 0 0 0 0 0 75 0 0 E 0 2.05 2.93 0 0 538.5 619.28 0.68 421.11 0 3.61 0 0 0 0 0 0 0 5.13 7.89 10.82 16.4 31.7 47.7 0 0 0 0 0 0 0 0 0 0 75 0 2.52 2.71 3.79 5.1 7.18 10.86 0 0 538.5 0 0 23.03 0 11 /30/15 -Z Date N STEEL STRUCTURAL MEMBER AFCON FIG 076 BRACE ATTACHMENT AFCON FIGURE 410 PIPE CLAMP USED IN LONGITUDINAL BRACE AFCON #086 ATTACHMENT TOLCO FIGURE 909 OR 910 ATTACHMENT CROSSMAIN LONGITUDINAL SWAY BRACE TOP CHORD OF STEEL STRUCTURAL MEMBER CROSSMAIN AFCON FIG. 001 FAST CLAMP dri AFCON #086 ATTACHMENT AFCON FIGURE 076 SWIVEL LATERAL (TRANSVERSE) BRACE O & M Manual BFPS, INC P.O. Box 1110 Granite Falls, WA 98252 PH: (425) 388-0124 Family Fun Center 1/12/2016 7300 Fun Center Way Tukwila, WA 98188 Item No DESCRIPTION MANUFACTURER MFG. NO. FINISH APPROVED REMARKS 1 Flex Head Victaulic AH2 Chr 1 Sprinkler Head Victaulic V2704 Brz 1 Sprinkler Head Victaulic V2708 Chr 2 Steel Pipe Bull Moose Sched 10/40 Blk 2 Hangers Tolco 200 3 Grooved Coupling Victaulic 009H Orange 3 Grooved Fitting Victaulic Orange 3 Mech Tee Tyco 730 Orange 3 Threaded Fittings Shurjoint Blk (r r 1 "STEEL DOWN FLEX DROP SOFFIT 0 TO 12" ABOVE CEILING 11/4"BRANCH LINES AT 22'6" AFF WITH UPRIGHT HEADS ON SPRIGS TO HEADS ils 17. " MAIN AT 20'2" AFF BUILDING SECTION Scale: 1/4"=1' o 1" TO 6" BELOW PURLINS { • L 99'-6" GROOVED 90 ELBOW-\ FLEXIBLE COUPLING-' 0 ALARM BELL GAUGE FLOW SWITCH FLEXIBLE COUPUNG - M.J. X FL ADAPTER 11-11-11-11-11-11- 11=11-=11=11=11=11 1=1=11=11=11=11.= -11-11-11-11-1 Il• 1f JIB ID SYSTEM` 12'0"AFF COMBINATION DRAIN & TEST VALVE CONNECTION GR. BUTTERFLY VA. TAMPER SW. 11-11-11--11-11- 11=1--11=11=11=11= 1111= 1 11=N=11=-11=11=11=- =11=11=11=11=1 EXISTING 6" U.G. 11=111=11=11=11=11=i111=11=11 t= 11:-11-11--11-11-11 (i) RISER DETAIL 1/2"=1' EXISTING RISER- NO WORK IN THIS SUBMITTAL SHOWN FOR INFORMATION ONLY Without: Comments As Noted in Re, Per The Attached Letter he --se plans have been reviewed by The Tukwila Fire 2r v entiof Bury , _. ,r.;r conformance '•r, i'tt current City /ccw 9(...: e cs subject to errors and -ions which co'ii4 �uthoriie'"+o!ations of adopted omissions =. ,,.,R ares ails. �sf: i; ':,; Th responsibility for the adequacy of ti Y .; S ti-Ycally with the designer. Additions, ..1B"ytao;'s c' revisions to these drawings after this date wig -iii acceptance and will require a eLt of Y_• 1t f..!R L'. fl9 s for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /-/3-/C By: S11 a tC'KV.I L;A FIRE DEPARTMENT i~ ' ' call 206-575-4407 and ,;Sv°e this Fire Permit No. /(p_S-cog and exact adds ss for shut- down hutdown or restoration approval• TO 1 PRODUCT LEGEND 99'- i'\ Source Information ii Date °Tow Test / Info : 11/24/15 ',If, Location of flow test data : 076 iNTERURBAN AND FUN CENTER WA . Source of flow test data WATER MODEL FROM CITY OF TUKWILAC Source Data Points Pump Data Points P re F + Pr sue F +� 145.00 0.00 20.00 8000.00 f 1"STFFL DRO ID "ABOV- CFL \G 1 2 INLET NIPPLE (1" MPT) NUT 3 ISOLATION RING 4 COLLAR / WELD HIIING 5 STAINLESS STEEL FLEXIBLE BRAIDED HOSE (1" NOMINAL DIAMETER) (LENGTH 48") 6 COLLAR / WELD FITTING 7 NUT 8 9 10 11 REDUCING OUTLET ( 3/4" FMPT) CENTER BRACKET ASSEMBLY SQUARE BAR (AVAILABLE IN 24" AND 48" LENGTHS) END BRACKET ASSEMBLY 12 SHEET METAL SCREW 13 1" OUTLET ON UNES SEE VICTAULIC SUBMITTAL NUMBER 10.85 Cis AB4 Teleifjeffi AB2 m 2x4 STUD 0 AB2 DROP CEILING TILE 00 0 y 0 1 EXITING CON TO MAIN IN \\\ N ECTI ON INTE U3AN branchline with welded outlet SEE SUBMITTAL 10.85 FOR MAXIMUM TOTAL BENDS I IN/ 0 0 0 NM AB2 1 =11,111I 0 AB2 �I earm 2x4 STUD III MI 1, ,1 vri CEILING COVER PLATE SPRINKLER HEAD VICTAULIC MODEL V27 OR V34 BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLIES FOR STANDARD PENDENT SPRINKLERS li mail AB4 C LISTED US NOTES: 1. REFER TO VICTAULIC SUBMITTAL 10.85 FOR ADDITIONAL DETAILS. CONSTRUCTION PIPING ®C L.1 1 SERVICES DIVISION PROJECT: BRAIDED VICFLEX HOSE ASSEMBLIES CUSTOMER: • P.0.# • SYSTEM VICFLEX SERIES AQB FOR STANDARD PENDENT SPRINKLERS REF. DWG.: VICTAUUC SUBMITTAL 10.85 #01.1 PROJ.# • DRN.BY: RGS DATE: 03/04/14 CHK.BY:. DATE:. DRAWING NUMBER REV. <070> 068 N L7 N E SCOPE OF WORK BY BURNS FIRE SYSTEMS THIS SUBMITTAL IS AN ADDITION TO AN EXISTING SYSTEM. EXISTING SYSTEM IS DESIGNED FOR ORDINARY HAZARD OCCUPANCIES. ADDITION IS BOWLING ALLEY. PER CITY ORDINANCE DESIGN OF SYSTEM BASED ON ORDINARY HAZARD GROUP 1 OCCUPANCYTO PROVIDE A .15 GPM DENSITY OVER DESIGN AREA OF 1500 SQ.FT. SPACING OF SPRINKLERS BASED ON ORDINARY HAZRD 130 SQ.FT. MAXIMUM SPACING GENERAL NOTES: 1. DESIGN AND INSTALLATION TO CONFORM WITH NFPA 13 AND THE CITY OF TUKWILA. 2. ALL MATERIALS TO BE NEW AND UL OR FM LISTED. 3. PROTECTION OF SPRINKLER FROM PAINT BY OTHERS. 4. ALL THREADED PIPE TO BE SCHEDULE 40 BLACK STEEL PIPE. 5. ALL PIPE JOINED WITH GROOVED FITTINGS AND WELDED OUTLETS TO BE EDDY -FLOW BLACK STEEL PIPE. 6. FITTINGS TO BE BLACK CAST IRON OR PAINTED GROOVED. 7. ALL PIPE ELEVATIONS ARE TAKEN FROM CENTER LINE OF PIPE AND ARE AS MARKED ON THE DRAWINGS. 8. SYSTEM IS DESIGN TO DELIVER PER THE NOTES ON THE PLAN. 9. ALL SWAY BRACING TO BE 1" SCH40 PIPE FASTENED PER APPROPRIATE DETAIL. 10. ALL GROOVED COUPLING ARE TO BE RIGID UNLESS NOTED OTHERWISE. 11. FLOW AND TAMPER SWITCHES ARE EXISTING. 12. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN ADEQUATE HEAT TO PREVENT FREEZING WATER IN THE PIPES. 16. QUICK RESPONSE HEADS ARE TO BE SPACED PER NFPA13. 17. ALL PENETRATIONS THRU RATED WALL SHALL BE FIRECAULKED. 18. THIS ADDITION IS LIGHT HAZARD OCCUPANCY WITH INCIDENTAL ORDINARY HAZARD AREAS. 19. TOTAL NUMBER OF ADDED SPRINKLERS = 137 20. AREA ADDITION IS APPROXIMATELY 12,432 SQ.FT. EXISTING BUILDING IS APPROXIMATELY 26,264 SQ.FT. SQ.FT. INSTALLATION NOTES Q WHERE DRY BARREL SPRINKLERS ARE USED, THE MINIMUM BARREL LENGTH TO BE BASED ON MINIMUM 55 DEG INSIDE AND -20 DEGREE OUTSIDE TEMP. THE MINIMUM BARREL LENGTH INSIDE OF THE BUILDING IS 4 1/2" (A=18" U.N.O.) • PENTRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD Q3 NON-COMBUSTIBLE AND INACCESSIBLE VERTICAL MECHANICAL SHAFT MEETING THE REQUIRE- MENTS OF SECTION 8.15.2.1.2 ALLOWING THE OMISSION OF SPRINKLER AT THE TOP OF SHAFT. ® ELEVATOR CAR AND HOISTWAY MEETS THE MINIMUM REQUIREMENTS OF SECTIONS 8.15.5.2 AND 8.15.5.5 ALLOWING THE OMISSION OF SPRINKLERS AT THE BOTTOM OF THE HOISTWAY - NO COMBUSTIBLE HYDRAULIC FLUIDS PRESENT. Q NON-COMBUSTIBLE CONCEALED SPACE WITH LIMITED ACCESS AND NO OCCUPANCY OR COMUSTIBLE STORAGE ALLOWING THE OMMISSION OF SPRINKLERS PER SECTION 8.15.1.2.2. Calculation results for Design Area 1 - PEN SETTER/MECH/BOWLING This system as shown on BURNS FIRE PROTECTIONS SYSTEMS company print no dated 11/24/15 for FAMILY FUN CENTER ADDITION at 7300 FUN CENTER WAY contract no is designed to discharge at a rate of 0.15 gpm/ft2 (L/min/m2) of floor area over a maximum area of 1500 ft2 when supplied with water at a rate of 584.1 gpm at 89.8 psi at the base of the riser. Hose stream allowance of is included in the above. Occupancy classification: OHI Number of heads flowing: 19 Commodity classification: N/A Maximum storage height: N/A Storage arrangement: N/A System Type: Wet Maximum velocity: 14.83 ft/s Flow from In -Rack sprinklers: Flow from Overhead sprinklers: Flow from Inside Hoses: Flow from Outside Hoses: Other fixed flows: Total flow in system piping: Additional flow at/beyond source: Total of all flows: 0 gpm 334.1 gpm 0 gpm 250 gpm 0 gpm 584.1 gpm 0 gpm 584.1 gpm Pressure Required at Source: Pressure Available at Source: Surplus Pressure at Source: 89.8 psi 144 psi 54.2 psi !N, !M! i err 1-5M'G 6" SUPPLY TO BUILDI\G 3C 14,200 SQ.FT. ADDITION SCOPE OF WORK IN THIS SUBMITTAL 059 060EXISTING EXISTI \ G VAULT <FLOW PEVE\ TER • t,r } EXISTING FAMILY FUN CENTER XISTI\G SYSTEM RISER _rr= X I STI\I\ `t. 1 ._XISTI \G k \ k • �'�r M r'Y \i i AsK \ \ \ \ k •`.rr Nil .n! ��A\T EXISTI \ G LOOP AROUND BUIL U.PPLIES E:XITI\G HYDRA :2 �P SITE PLAN 9.4 Scale: 1"=40' DI \G \TS ROOM OCCIIIPANCY D LIGHT HAZARD 0 40' 80' ESIGNATIONS ORDINARY HAZARD .516.11 A Light hazard occupancies shall be defined as occupancies or portions of other occupancies where the quantity and/or combustibility of contents is low and fires with relatively low rates of heat release are expected Ordinary hazard (Group 1) occupancies shall be defined as occupancies or portions of other occupancies where combustibility is low, quantity of combustibles is moderate, stockpiles of combustibles do not exceed 8 ft (2.4 m), and fires with moderate rates of heat release are expected. Ordinary hazard (Group 2) occupancies shall be defined as occupancies or portions of other occupancies where the quantity and combustibility of contents are moderate to high, where stockpiles of contents with moderate rates of heat release do not exceed 12 ft (3.66 m) and stockpiles of contents with high rates of heat release do not exceed 8 ft (2.4 m). ALL AREAS ARE DESIGNED FOR ORDINARY HAZARD OCCUPANCIES UNLESS NOTED OTHERWISE weight ft maximum load at water filed hanger maximum. (Pounds) �feet�ng (pounidsg ORDINARY HAZARD INZE CHES PIPE TYPE/SCHED. NOM. IDD 1" 1"1/4" 1 1/2"i 1 1/4" 2 1/2" 3 4 6 8 SCH 40 l SCH 40 40 I EDDYFLOW EDDYFLOW EDDYFLOW I EDDYFLOW SCHED 10 i SCHED 10 1.049 1.380 1.610 1.536 2.703 3.314 4.31 6.36 8.25 FINISH 2.05 2.93 3.61 3.79 5.1 7.18 10.86 23.03 40.08 12'0" 12'0" 15'0" 15'0" 15'0" 15'0" 15'0" 15'0" 15'0" 24.6 35.16 54.15 56.85 76.5 107.7 162.9 345.45 601.2 G SY V3OLS: +070 -0 BOJ -0 BOB (O'-0") 0'- 0" <71) O (NAS) (NTS) R Approximate Hanger Location Approximate Bracing Location Approximate Location of Grooved Coupling Elevation from Floor to Centerline of Pipe Elevation down from Joist to Centerline of Pipe Elevation down from Beam to Centerline of Pipe Center to Center Dimension of Pipe Cut Dimension of Pipe Hydraulic Reference Point Rise/Drop Main Sprinkler Riser No Automatic Sprinklers NOT TO SCALE BRANCHLINE RESTRAINT FIL NOTES REVISIONS SPRINKLER SYMBOLS WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Yates 2605.0898-C Level 3 BFPS, L. L. C. BFPSLL *929MA 0 F) DATE DESCRIPTION BY 12/16/19 REVISED PER CITY REVIEW SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# 0 27 UPR BRASS 155 5.60 1/2" V2704 VICTAUL V2704 0 32 PEND CHROME 155 5.60 1/2" V2708 VICTAUL V2708 0 90 UPR BRASS 155 5.60 1/2" V2704 VICTAUL V2704 ON 1" SPRIGS BURNS FIRE PROTECTION SYSTEMS P.O.B. 1110 GRANITE FALLS, WA 425-388-0124 DESIGN QUESTIONS 360-591-5396 r'AMILY FUN C NTER ADllITIOn CONTRACTOR: 7300 FUN CENTER WAY TUKWILA, WA 98188 NOTES AND DETAILS PERMIT NO. CONTRACT NO. APPROVAL DRAWN BY D.YATES SCALE NOTED DATE 11/30/15 REVISED PLOTTED FP 1 • . , . . . . , ,• . , . . . . . , ..• • . . . . . . . . . .. . , . , . . . , . . , . . . . . , . . • . . • . --,.......- `, XI STI N G SYSTEM RISER EXISTING 3" TO SECOND FLOO 0 0 EXIST 3" CROSS MAIN L. NOTES WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS u-) David Yates 2605.0898-C Level 3 0 BFPS, L. L. C. BFPSLL *929MA DATE REVISIONS DESCRIPTION BY 1 2/1 6/1 3 REVISED PER CITY REVIEW SPRINKLER SYMBOLS SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# 0 27 UPR BRASS 155 5.60 1/2" V2704 VICTAUL V2704 0 32 PEND CHROME 155 5.60 1/2" V2708 VI CTAUL V2708 0 90 UPR BRASS 155 5.60 1/2" V2704 VI CTAUL V2704 N 1" SPRIGS OWER WOR VHL PPF S OW O\ I- X ST \C3 S BURNS FIRE PROTECTION SYSTEMS P.O.B. 1110 GRANITE FALLS, WA 425-388-0124 DESIGN QUESTIONS 360-591-5396 FOR R STI- V Fil-R FAMILY FUN C HNT :R ADDITIO1\ 7300 FUN CENTER WAY TUKWILA, WA 98188 CONTRACTOR: EXISTING PIPING LEVEL 1 PERMIT NO. CONTRACT NO. APPROVAL DRAWN BY D.YATES SCALE 1 /8" = - 0" DATE 11/30/15 REVISED PLOTTED FP 2 1.1 ?! ,: STEM ,,AL EXISTING SUPPLY FROM LEVEL 1 1111111/ FIELD ODER NEW 3"TO CO\NECT TO EXISTING CAP -MATCH HA\GERS TO EXISTING MAIN V' DOWN TO NEW 3" CROSSMAIN N ADDITION ;EMOVE CAP AND CONNECT NEW ADDITION T\G B , LD\C: FCS �\S FIRE OTFCTIO\ JG 3" CAS 0\ NOTES REVISIONS 1 rJ, WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Yates 2605 898.0 Levet 3 BFPS, L. L. C. BFPSLL *929MA L) O ro 12/16/15 DESCRIPTION REVISED PER CITY REVIEW SPRINKT,RR SYMBOLS SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# 0 27 UPR BRASS 155 5.60 1/2" V2704 VICTAUL V2704 0 32 PEND CHROME 155 5.60 1/2" V2708 VICTAUL V2708 00 90 UPR BRASS 155 5.60 1/2" V2704 VICTAUL V2704 ON 1" SPRIGS a BURNS FIRE PROTECTION SYSTEMS P.O.B. 1110 GRANITE FALLS, WA 425-388-0124 DESIGN QUESTIONS 360- 591-5396 H'AMILY FUN C AllDITIOI\ 7300 FUN CENTER WAY TUKWILA, WA 98188 EXISTING PIPING LEVEL 2 PERMIT NO. CONTRACT NO. APPROVAL DRAWN BY SCALE CONTRACTOR: PLOTTED 1/8" D. YATES DATE 11/30/15 FP 3 HEADS IN UPPER SUSPENDED SOFFIT HEADS IN LOWER SUSPENDED SOFFIT z 0 J 5 CO 0 z W Design Area 1 Wet System PEN SETTERIMECHBOWLING Demand Calculations using Hazen -Williams Method Occupancy Classification: OHIILH Design Area Density: 0.15 Additional Outside Hose: 0 Design Area Size: 1500 Notes: PER CITY ORDINANCE HYDRAULIC DESIGN BASED ON OH1 OCCUPANCY 130 SQ.FT. MAXIMUM SPRINKLER SPACING // �1FACE CF STUCLIO ±h" TO WADE FACE OF 3' STUD ',';'AL1 (PER META'._ E0 M SUPPLIER) 2'-7" 6'-1" 6'-2 4'-1" 3" 3' 11 1» 2 <25 ^. 12'-6" 6'-3" 6'-3" 12'-6" 6'-3" 6'-3" 12'-6" 6'-3" 6'-10" 8'-6" DA Name: 1 DA Area: 1564.55 2'6" AFF ROOF PITCH 1/2/12' SWDR516 "SAMMY"SCREW A. T. Rod 1'0" ATR 1-1/4" SCH. 40 TRAPEZE PIPE SWDR51 6 "SAMMY"SCREW A.TRod 1'0" ATR A.T.R. WELDED TO EA. END N-(7/16" hole typ) 3/8 "A.T. R. MAIN OR BRANCH LINES TRAPEZE HANGER FOR MAIN (WHERE REQUIRED) N.T.S. PIPE SIZE TRAPEZE SPAN MEMBER SECTION REQUIRED MODULAS MODULAS 3 4'0" 11"SCHED 40 .33 .29 STRUCTURAL STEEL BEAM BEAM CLAMP W/RETAINING STRAP 3/8" —4" & SMALLER PIPE 3/8" A.T.R.-4" & SMALLER PIPE RING HANGE HANGER #04 HANGERS TO STEEL BEAMS N.T.S. 576, 4-1112 RIDGE OM UP TO CONNECTION TO EXISTIN 3" MAIN IN ROOF AREA OF EXISTING BUILDING 1" AUX DRAIN AT LOW POINT UN MAIN BELOW PURLIN 00 . STEEL STRUCTURAL MEMBER AFCON FIG 076 BRACE ATTACHMENT AFCON #086 ATTACHMENT AFCON FIG 076 BRACE ATTACHMENT ARTIAL HEIGH1`:-- CURTAIN TRACK LOCATE HEAD 3'4"MIN. FROM WALL MNT SOFFIT TO THROW UNDER PER NFPA #13 Z,moi.__..__._ E..._..__ BL BL BL BL SUSPENDED LOUNGE SOFFIT—DROP TO 4" ABOVE SOFFIT AND INSTALL FLEXIBLE PIPE DROPS INSIDE OF' SOFFIT SEISMIC BRACE ZONE OF INFLUENCE #1 0' 4' 8' 12' 16' BL BL: -H AFCON FIGURE 410 PIPE CLAMP USED IN LONGITUDINAL BRACE CROSSMAIN L❑\GITUDINAL SWAY BRACE TO HANGE 45-60 DEG AN AFCON RG 615 SWIVEL. AFCO FIG 310 SURGE BRANCHLINE RESTRAINT DETAIL NTS RESTRAINTS 2'-4" & SHORTER I/R = 300 2' SCH 40 PIPE — WATER FILLED = 5.9 Ib/ft HORIZONTAL LOAD — 30 ft X 5.9 Ib/ft X 0.5 = 88.5 lbs MAX. LNGTH ATR 30°-44' 45`-59° 60°-90° 2-4 3fi 176 248 304 RESTRAINT WITHIN 2'-0" OF NEAREST HANGER. HANGER RING TO HAVE RESTRAINT CLIP. Z—PURLIN SELF TAPPING "SAMMY"SCREW WITH RETAINING NUT SWDR 1 RING HANGER HANGER #55 N.T.S. TOP CHORD OF STEEL STRUCTURAL MEMBER CROSSMAIN AFCON FIG. 001 FAST CLAMP LATERAL ( TRANSVERSE) AFCON #086 ATTACHMENT AFCON FIGURE 076 SWIVEL RACE TO HANGER ATTACH 10 BOTTOM OF SIE. PURLINS 45-60 DEG ANG \AFCON FIG 615 SWIVEL AFCO FIG 310 SURGE RESTRAINER BRANCHLINE RESTRAINT DETAIL NTS RESTRAINTS OVER 2'-4" MAXIMUM SPACING OF BRANCHLINE RESTRAINTS SEISMIC COEFFICIENT, Cp PIPE SIZE CP<0.50 P<0.71 CP>.71 1 NPT 36' MFG. 11/4 0 39' UPR 11/2 155 41' 1/2" 2 VICTAUL 45' 0® HANGERS AT THE END HEAD OF EACH BRANCHLINE VERTICAL SURGE RESTRAINT INSTALLED NOTE: PER NFPA#13, LINE RESTRAINT IS NOT REQUIRED WHERE LINES ARE SUPPORTED BY RODS LESS THAN 6" BETWEEN TOP OF PIPE AND POINT OF ATTACHMENT. CERT.#86528 David Yates C.E.T. N.I.C.E.T. Level IV FIRE PROTECTION ENGINEERING TECHNOLOGY WATER-BASED SYSTEMS LAYOUT NATIONAL INSTFI'UTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES. El NOTES REVISIONS SPRINKLER SYMBOLS WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Yates 2605•O8984 Level 3 BFPS, L. L. C. BFPSLL'929MA 0 0, DATE DESCRIPTION BY 2/16/15 REVISED PER CITY REVIEW SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# 0 27 UPR BRASS 155 5.60 1/2" V2704 VICTAUL V2704 0® 32 PEND CHROME 155 5.60 1/2" V2708 VICTAUL V2708 00 90 UPR BRASS 155 5.60 1/2" V2704 VICTAUL V2704 ON 1" SPRIGS BURNS FIRE PROTECTION SYSTEMS P.O.B. 1110 GRANITE FALLS, WA 425-388-0124 DESIGN QUESTIONS 360-591-5396 r'AMILY FUN C -:NT -.R ADDITI0N 7300 FUN CENTER WAY TUKWILA, WA 98188 CONTRACTOR: PIPING PLAN ADDITION PERMIT NO. CONTRACT NO. APPROVAL DRAWN BY D. YATES SCALE 1/8" = 1'-0" DATE 11/30/15 REVISED PLOTTED FP 4 Grinnell RECEIVED JAS! 0 6 1999 GFPS - KENT HYDRAULIC DESIGN SHEET =IRE PROTECTION SYSTEMS COMPANY NAME Family Fun Center LOCATION 15031 Grady Way South BUILDING FUN CENTER CONTRACTOR GRINNELL CALCULATED BY MIKE MAGUIRE DATE 12/18/98 SYSTEM NO. 1 CONTRACT NO. 41.3897419 Al DRAWING NO. FP 3 of 3 CONSTRUCTION: 111 COMBUSTIBLE XE NON-COMBUSTIBLE CEILING HEIGH- varies OCCUPANCY FUN CENTER APPROVING AUTHORITIES CITY OF TUKWILA SYSTEM DESIGN HAZ 231C NFPA. 13R LT. ORD. HAZ. GP. 1 2 3 EX. HAZ. NFPA 231 NFPA FIGURE CURVE X OTHER (specify) PER W.S.R.B. n SPECIFIC RULING MADE BY DATE AREA OF SPRINKLER DENSITY AREA PER SPRINKLER HOSE ALLOWANCE HOSE ALLOWANCE RACK SPRINKLER OPERATION 3000 SYSTEM TYPE 0.13 X WET DRY DELUGE PRE - 130 MAX SPRINKLER OR NOZZLE ACTION MAKE GEM MODEL A --QR GPM: INSIDE GPM: OUTSIDE ALLOWANCE 150 500 SIZE 1/2 K -FACTOR 5.6 NA TEMPERATURE RATING 155 CALCULATION SUMMARY GPM REQUIRED 1239.9 PSI REQUIRED 115.7 "C" FACTOR USED: OVERHEAD 120 UNDERGROUND 140 (SPECIFY LOCATION) WATER SUPPY WATER DATE & TIME STATIC PSI RESIDUAL PSI GPM FLOWING ELEVATION FLOW TEST PUMP RATED CAPACITY AT PSI ELEVATION DATA TANK OR RESERVOIR CAPACITY 150 ELEVATION 120 1592 WELL PROOF FLOW GPM 0 LOCATION SOURCE OF INFORMATION W. VALLEY, HYD.#260 IN FRONT OF HAMPTON INN CITY OF TUKWILA COMMODITY STORAGE COMMODITY STORAGE HEIGHT CLASS LOCATION AREA AISLE WIDTH SINGLE ROW ❑ CONVENTIONAL AUTOMATIC STORAGE SOLID SHELVING OPEN ENCAPSULATED E NON -ENCAPSULATED DOUBLE ROW SLAVE PALLET MULTIPLE ROW LONGITUDINAL FLUE SPACING IN INCHES TRANSVERSE CLEARRANCE FROM THE TOP OF STORAGE TO CEILING FT. IN. HORIZONTAL BARRIERS PROVIDED A tL/CO INTERNATIONAL LTD. COMPANY SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/16/1998 C:\DATA\FFC2ndFLR.sdf JOB TITLE: FAMILY FUN CENTER 3rd FLR .13/3000 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. !? PRESS. @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 120.0 1592.0 131.1 1239.9 115.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 1239.9 GPM 650.0 GPM 0.0 GPM 589.9 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 115.7 589.9 1 27.0 K= 5.60 8.6 16.4 2 27.0 K= 5.60 7.8 15.6 3 27.0 - - - - 8.7 - - - 4 27.0 K= 5.60 8.7 16.6 5 27.0 K= 5.60 9.4 17.2 6 27.0 K= 5.60 10.6 18.2 7 27.0 K= 5.60 12.4 19.7 8 27.0 K= 5.60 15.1 21.8 9 27.0 K= 5.60 16.3 22.6 10 27.0 K= 5.60 18.6 24.1 11 27.0 K= 5.60 9.5 17.3 12 27.0 K= 5.60 9.7 17.4 13 27.0 K= 5.60 10.1 17.8 14 27.0 K= 5.60 10.8 18.4 15 27.0 K= 5.60 12.2 19.5 16 27.0 K= 5.60 14.3 21.1 17 27.0 K= 5.60 17.3 23.3 18 27.0 K= 5.60 19.3 24.6 19 27.0 K= 5.60 10.2 17.9 20 27.0 K= 5.60 10.4 18.1 21 27.0 K= 5.60 9.9 17.6 22 27.0 - - - - 11.0 - - - 23 27.0 K= 5.60 11.3 18.9 24 27.0 K= 5.60 12.7 20.0 25 27.0 K= 5.60 14.9 21.6 26 27.0 K= 5.60 18.2 23.9 27 27.0 K= 5.60 20.2 25.1 28 27.0 K= 5.60 17.3 23.3 29 27.0 K= 5.60 17.4 23.4 30 27.0 K= 5.60 18.0 23.8 31 27.0 K= 5.60 19.4 24.6 A 25.0 22.5 Al 27.0 18.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/16/1998 JOB TITLE: FAMILY FUN CENTER 3rd FLR .13/3000 NODE ANALYSIS DATA (cont.) C:\DATA\FFC2ndFLR.sdf NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) B 25.0 - - - - 22.8 B1 27.0 - - - - 19.4 C 25.0 - - - - 23.8 C1 27.0 - - - - 20.3 D 25.0 - - - - 26.0 D1 27.0 - - - - 22.4 E 25.0 - - - - 35.4 F 25.0 - - - - 49.0 G 41.0 - - - - 49.2 H 52.0 - - - - 51.5 J 41.0 - - - - 69.8 K 25.0 - - - - 89.4 L 25.0 - - - - 93.9 M 25.0 - - - - 95.6 TOR 13.0 - - - - 103.2 UG 1.0 - - - - 110.6 BF1 0.0 - - - - 112.2 BF2 0.0 - - - - 115.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/16/1998 JOB TITLE: FAMILY FUN CENTER 3rd FLR 13/3000 PIPE DATA C:\DATA\FFC2ndFLR.sdf 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: 1 -16.4 1.687 PL 8.00 PF 0.1 1 27.0 5.6 8.6 16.4 2.4 120 FTG ---- PE 0.0 3 27.0 0.0 8.7 0.0 0.009 TL 8.00 PV 0.0 Pipe: 2 -15.6 1.104 PL 8.00 PF 0.9 2 27.0 5.6 7.8 15.6 5.2 120 FTG T PE 0.0 3 27.0 0.0 8.7 0.0 0.064 TL 14.41 PV 0.2 Pipe: 3 -32.0 1.687 PL 2.00 PF 0.1 3 27.0 0.0 8.7 0.0 4.6 120 FTG ---- PE 0.0 4 27.0 5.6 8.7 16.6 0.031 TL 2.00 PV 0.1 Pipe: 4 -48.6 1.687 PL 10.00 PF 0.7 4 27.0 5.6 8.7 16.6 7.0 120 FTG ---- PE 0.0 5 27.0 5.6 9.4 17.2 0.066 TL 10.00 PV 0.3 Pipe: 5 -65.8 1.687 PL 10.00 PF 1.2 5 27.0 5.6 9.4 17.2 9.4 120 FTG ---- PE 0.0 6 27.0 5.6 10.6 18.2 0.116 TL 10.00 PV 0.6 Pipe: 6 -84.0 1.687 PL 10.00 PF 1.8 6 27.0 5.6 10.6 18.2 12.1 120 FTG ---- PE 0.0 7 27.0 5.6 12.4 19.7 0.183 TL 10.00 PV 1.0 Pipe: 7 -103.7 1.687 PL 10.00 PF 2.7 7 27.0 5.6 12.4 19.7 14.9 120 FTG ---- PE 0.0 8 27.0 5.6 15.1 21.8 0.270 TL 10.00 PV 1.5 Pipe: 8 -125.5 2.154 PL 10.00 PF 1.2 8 27.0 5.6 15.1 21.8 11.0 120 FTG ---- PE 0.0 9 27.0 5.6 16.3 22.6 0.117 TL 10.00 PV 0.8 Pipe: 9 -148.1 2.154 PL 3.00 PF 2.4 9 27.0 5.6 16.3 22.6 13.0 120 FTG T PE 0.0 Al 27.0 0.0 18.7 0.0 0.159 TL 15.22 PV 1.1 Pipe: 10 -24.1 2.154 PL 7.00 PF 0.1 10 27.0 5.6 18.6 24.1 2.1 120 FTG T PE 0.0 Al 27.0 0.0 18.7 0.0 0.006 TL 19.22 PV 0.0 Pipe: 11 172.2 2.154 PL 2.00 PF 3.0 A 25.0 0.0 22.5 0.0 15.2 120 FTG T PE -0.9 Al 27.0 0.0 18.7 0.0 0.210 TL 14.22 PV 1.5 11 12 Pipe: 12 -17.3 1.687 PL 10.00 PF 0.2 27.0 5.6 9.5 17.3 2.5 120 FTG 2E PE 0.0 27.0 5.6 9.7 17.4 0.010 TL 20.04 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/16/1998 C:\DATA\FFC2ndFLR.sdf JOB TITLE: FAMILY FUN CENTER 3rd FLR .13/3000 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: 13 -34.7 1.687 PL 10.00 PF 0.4 12 27.0 5.6 9.7 17.4 5.0 120 FTG ---- PE 0.0 13 27.0 5.6 10.1 17.8 0.036 TL 10.00 PV 0.2 Pipe: 14 -52.5 1.687 PL 10.00 PF 0.8 13 27.0 5.6 10.1 17.8 7.5 120 FTG ---- PE 0.0 14 27.0 5.6 10.8 18.4 0.077 TL 10.00 PV 0.4 Pipe: 15 -70.9 1.687. PL 10.00 PF 1.3 14 27.0 5.6 10.8 18.4 10.2 120 FTG ---- PE 0.0 15 27.0 5.6 12.2 19.5 0.134 TL 10.00 PV 0.7 Pipe: 16 -90.4 1.687 PL 10.00 PF 2.1 15 27.0 5.6 12.2 19.5 13.0 120 FTG ---- PE 0.0 16 27.0 5.6 14.3 21.1 0.210 TL 10.00 PV 1.1 Pipe: 17 -111.5 1.687 PL 10.00 PF 3.1 16 27.0 5.6 14.3 21.1 16.0 120 FTG ---- PE 0.0 17 27.0 5.6 17.3 23.3 0.309 TL 10.00 PV 1.7 Pipe: 18 -134.9 2.154 PL 3.00 PF 2.0 17 27.0 5.6 17.3 23.3 11.9 120 FTG T PE 0.0 Bi 27.0 0.0 19.4 0.0 0.134 TL 15.22 PV 0.9 Pipe: 19 -24.6 2.154 PL 7.00 PF 0.1 18 27.0 5.6 19.3 24.6 2.2 120 FTG T PE 0.0 B1 27.0 0.0 19.4 0.0 0.006 TL 19.22 PV 0.0 Pipe: 20 159.5 2.154 PL 2.00 PF 2.6 B 25.0 0.0 22.8 0.0 14.0 120 FTG T PE -0.9 B1 27.0 0.0 19.4 0.0 0.182 TL 14.22 PV 1.3 Pipe: 21 -17.9 1.687 PL 8.00 PF 0.2 19 27.0 5.6 10.2 17.9 2.6 120 FTG 2E PE 0.0 20 27.0 5.6 10.4 18.1 0.010 TL 18.04 PV 0.0 Pipe: 22 -36.0 1.687 PL 6.00 PF 0.6 20 27.0 5.6 10.4 18.1 5.2 120 FTG T PE 0.0 22 27.0 0.0 11.0 0.0 0.038 TL 16.04 PV 0.2 Pipe: 23 -17.6 1.104 PL 7.58 PF 1.1 21 27.0 5.6 9.9 17.6 5.9 120 FTG T PE 0.0 22 27.0 0.0 11.0 0.0 0.080 TL 13.99 PV 0.2 Pipe: 24 -53.6 1.687 PL 4.00 PF 0.3 22 27.0 0.0 11.0 0.0 7.7 120 FTG ---- PE 0.0 23 27.0 5.6 11.3 18.9 0.080 TL 4.00 PV 0.4 Pipe: 25 -72.5 1.687 PL 10.00 PF 1.4 23 27.0 5.6 11.3 18.9 10.4 120 FTG ---- PE 0.0 24 27.0 5.6 12.7 20.0 0.139 TL 10.00 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/16/1998 C:\DATA\FFC2ndFLR.sdf JOB TITLE: FAMILY FUN CENTER 3rd FLR .13/3000 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: 26 -92.5 1.687 PL 10.00 PF 2.2 24 27.0 5.6 12.7 20.0 13.3 120 FTG ---- PE 0.0 25 27.0 5.6 14.9 21.6 0.219 TL 10.00 PV 1.2 Pipe: 27 -114.1 1.687 PL 10.00 PF 3.2 25 27.0 5.6 14.9 21.6 16.4 120 FTG ---- PE 0.0 26 27.0 5.6 18.2 23.9 0.323 TL 10.00 PV 1.8 Pipe: 28 -138.0 2.154 PL 3.00 PF 2.1 26 27.0 5.6 18.2 23.9 12.1 120 FTG T PE 0.0 C1 27.0 0.0 20.3 0.0 0.139 TL 15.22 PV 1.0 Pipe: 29 -25.1 2.154 PL 7.00 PF 0.1 27 27.0 5.6 20.2 25.1 2.2 120 FTG T PE 0.0 C1 27.0 0.0 20.3 0.0 0.006 TL 19.22 PV 0.0 Pipe: 30 163.1 2.154 PL 2.00 PF 2.7 C 25.0 0.0 23.8 0.0 14.4 120 FTG T PE -0.9 C1 27.0 0.0 20.3 0.0 0.190 TL 14.22 PV 1.4 Pipe: 31 -23.3 1.687 PL 10.00 PF 0.2 28 27.0 5.6 17.3 23.3 3.3 120 FTG ---- PE 0.0 29 27.0 5.6 17.4 23.4 0.017 TL 10.00 PV 0.1 Pipe: 32 -46.6 1.687 PL 10.00 PF 0.6 29 27.0 5.6 17.4 23.4 6.7 120 FTG ---- PE 0.0 30 27.0 5.6 18.0 23.8 0.062 TL 10.00 PV 0.3 Pipe: 33 -70.4 1.687 PL 10.00 PF 1.3 30 27.0 5.6 18.0 23.8 10.1 120 FTG ---- PE 0.0 31 27.0 5.6 19.4 24.6 0.132 TL 10.00 PV 0.7 Pipe: 34 -95.1 1.687 PL 3.00 PF 3.0 31 27.0 5.6 19.4 24.6 13.6 120 FTG T PE 0.0 D1 27.0 0.0 22.4 0.0 0.230 TL 13.04 PV 1.3 Pipe: 35 95.1 1.687 PL 2.00 PF 2.8 D 25.0 0.0 26.0 0.0 13.6 120 FTG T PE -0.9 D1 27.0 0.0 22.4 0.0 0.230 TL 12.04 PV 1.3 Pipe: 36 -172.2 3.352 PL 12.00 PF 0.3 A 25.0 0.0 22.5 0.0 6.3 120 FTG ---- PE 0.0 B 25.0 0.0 22.8 0.0 0.024 TL 12.00 PV 0.3 Pipe: 37 -331.7 3.352 PL 12.25 PF 1.0 B 25.0 0.0 22.8 0.0 12.1 120 FTG ---- PE 0.0 C 25.0 0.0 23.8 0.0 0.082 TL 12.25 PV 1.0 Pipe: 38 -494.8 3.352 PL 12.54 PF 2.2 C 25.0 0.0 23.8 0.0 18.0 120 FTG ---- PE 0.0 D 25.0 0.0 26.0 0.0 0.172 TL 12.54 PV 2.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/16/1998 C:\DATA\FFC2ndFLR.sdf JOB TITLE: FAMILY FUN CENTER 3rd FLR .13/3000 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: 39 -589.8 3.352 PL 32.00 PF 9.4 D 25.0 0.0 26.0 0.0 21.4 120 FTG L PE 0.0 E 25.0 0.0 35.4 0.0 0.238 TL 39.70 PV 3.1 Pipe: 40 -589.8 3.352 PL 11.00 PF 13.6 E 25.0 0.0 35.4 0.0 21.4 120 FTG T3L PE 0.0 F 25.0 0.0 49.0 0.0 0.238 TL 57.17 PV 3.1 Pipe: 41 -589.8 3.352 PL 22.00 PF 7.1 F 25.0 0.0 49.0 0.0 21.4 120 FTG L PE -6.9 G 41.0 0.0 49.2 0.0 0.238 TL 29.70 PV 3.1 Pipe: 42 -589.8 3.352 PL 22.00 PF 7.1 G 41.0 0.0 49.2 0.0 21.4 120 FTG L PE -4.8 H 52.0 0.0 51.5 0.0 0.238 TL 29.70 PV 3.1 Pipe: 43 -589.8 3.352 PL 11.00 PF 13.6 H 52.0 0.0 51.5 0.0 21.4 120 FTG T3L PE 4.8 J 41.0 0.0 69.8 0.0 0.238 TL 57.17 PV 3.1 Pipe: 44 -589.8 3.352 PL 53.00 PF 12.6 J 41.0 0.0 69.8 0.0 21.4 120 FTG ---- PE 6.9 K 25.0 0.0 89.4 0.0 0.238 TL 53.00 PV 3.1 Pipe: 45 -589.8 4.352 PL 22.00 PF 4.6 K 25.0 0.0 89.4 0.0 12.7 120 FTG T2L PE 0.0 L 25.0 0.0 93.9 0.0 0.067 TL 68.76 PV 1.1 Pipe: 46 -589.8 4.352 PL 16.00 PF 1.7 L 25.0 0.0 93.9 0.0 12.7 120 FTG L PE 0.0 M 25.0 0.0 95.6 0.0 0.067 TL 24.77 PV 1.1 Pipe: 47 -589.8 4.352 PL 28.00 PF 2.5 M 25.0 0.0 95.6 0.0 12.7 120 FTG L PE 5.2 TOR 13.0 0.0 103.2 0.0 0.067 TL 36.77 PV 1.1 Pipe: 48 -589.8 4.352 PL 15.00 PF 2.2 TOR 13.0 0.0 103.2 0.0 12.7 120 FTG B PE 5.2 UG 1.0 0.0 110.6 0.0 0.067 TL 32.53 PV 1.1 Pipe: 49 -589.8 6.030 PL 100.00 PF 1.1 UG 1.0 0.0 110.6 0.0 6.6 140 FTG L PE 0.4 BF1 0.0 0.0 112.2 0.0 0.010 TL 111.64 PV 0.3 Pipe: 50 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 115.2 0.0 3.0 psi, 589.8 gpm BF1 0.0 0.0 112.2 0.0 Pipe: 51 -589.9 6.030 PL 10.00 PF 0.5 BF2 0.0 0.0 115.2 0.0 6.6 140 FTG TG PE 0.0 CITY 0.0 SRCE 115.7 (N/A) 0.010 TL 52.67 PV 0.3 NOTES: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/16/1998 C:\DATA\FFC2ndFLR.sdf JOB TITLE: FAMILY FUN CENTER 3rd FLR .13/3000 (1) Calculations were performed by the HASS 7.0 computer program under license no. 4906013211 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 0.003 gpm and a maximum imbalance at any node of 0.135 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 21.4 ft/sec at pipe 42. (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 ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.104 2.57 6.41 2.57 6.41 7.70 1.28 12.83 12.83 6.41 1.687 5.02 10.04 2.51 11.30 7.53 1.26 12.55 12.55 10.04 2.154 6.11 12.22 3.67 13.45 7.33 1.22 12.22 12.22 12.22 3.352 10.77 23.09 7.70 24.62 15.39 1.54 20.01 15.39 23.09 4.352 14.61 29.22 8.77 32.14 17.53 2.92 29.22 14.61 29.22 6.030 13.61 29.17 8.75 31.11 9.72 2.92 27.22 18.47 29.17 DATE: 12/16/1998 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 C:\DATA\FFC2ndFLR.sdf JOB TITLE: FAMILY FUN CENTER 3rd FLR .13/3000 WATER SUPPLY ANALYSIS 180.0 150.0 G A G E 120.0 P R E S 90.0 U R E ( P s i 60.0 30.0 0.0 -14.7 Static: 150.00 psi Resid: 120.00 psi Flow: 1592.0 gpm 1� 2 'r 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) LEGEND Available pressure 131.11 psi @ 1239.9 gpm Reauired pressure 115.72 psi @ 1239.9 gpm r A . • 01, 'r • .43•''' I61',"t" , "3" 4,4 ,/,' eA ",, 're '1 ,r, ' , ,',,• „' 4, „ r , 44 • , ' • ' IQ' ELEC. 4BLL" ' al 74 Y410 4 • r • 1, l!' 71 (y.10 and RLR. EL:5'-g4 ' 1 4 • r .1....._.--;_. ... .. •4 • • - - ,! Cli i . , 2b" STPliP LANDING 1-6 ir ' ST „JOIST; ,1 kommow.rowerommalmooplos •• .1,40444 41..4^414, ,/ • , 44,-4 ,,, , II, III rI, 0 , ,• . 'I, ''I I, I II I , ,'. r '4 , r' ,,' /,:.,' ' .^. ' ,,,,,,,, ,.,.., 4';i, 7 170 0 I ,. II I ,., 0 IS. I I 7 7I 10 I I I ,j, " , 70 'I I. .7, , 1 0 , ,I II, I 10 1 I' 1 0 , : 4 0,1 . ,, , ° . • , I I , I I 1 0 I , , I I 1 A '' , . 4 r , 04 I „ ', .004, r° " ', : ' ,. ' ' • I 4. P I I I , . 7 v , ., IL • . ' 1 METAL. CANOPY SAFETY FIRST , METAL CANOPY 4, .,„...., i'.77 1 1 ,'''''' ,. "S\ '1 : .'" ' ...:\ Y+4....:, . ...,.. ,.........,0 . 441 , , ,, .,,,, 1r ,.'1. 4'..........44.4. 4. ...........4 .........4*.... 4,4 710.7.17•710, .1,704.0.4 717 .007.700.1........7 060 ...7.777.7. .7* ...*.......irt . .............. ,.... .......... ........,... ,' .f....., . ........... ........... il. " Irl ............. **** .....**1 . T ....,,,......4.7', . opt,Z 101‘,1•1=4:11. 4.....r"....'......' ' ' '....'..' ..,,,, .. , 1 ,d, s., // /'/".' ,.. ,,,,\„,/./4.1.,, t 4 /- , 4 1 4 1 1 44 44 \s, ' • Or • .4 — -- — 7,5N,, , / ,/4 4 4.4.44.444444 r • 181.41141•141•10041.41111.71411•111•••••=1,141.1.11011141111,4411111141111•4.10111011.1114•1•11011•041111101. 41041.1••••14.11041.141141,7011•• 4....60.0.1.011miNolum.104411111. *bp 41 '4, YmeimmorAimigOol. 1.- ---- —,.. — — ---," 44,4-44. 13 4•44.444444 44.44.4. 4414.44.44, •,•••••• *444.. ,/ '44, • i• ii , {OPEN TO ROOFirn\ \, 4•N'iti."1.1e/ \ • .4.4.441.4.44 444, 7,...—.7.4•1 —444 ••• ;,/ \ t ‘., s • 11' '1 &P "44 ” , '4)'4' ' 3" ROUND 200* WATER GAGE 2' AF MODEL 1000 TEST & DRAIN ' VSH-A FLOW SW, ! (11 016+ BODK 10/4' ! OUL.C.41INKL' S SFS al,E1 NT 4''4" 4' P7700 PUTTERFLY VA TAMPER SW 4x 1 1 ED FLG (5.F4n i'mkT AT FIG INSIOE SLOG LEFT 8'1 riTHERS j FF , .J ”, • e \ .? \\\ , S 1.11; STEEL SLEEVE 2Y OTHEPL71 RISER 1.)ETI^til,_ 0' MCM. I I ..11101•1.1111110•101101.11,111.10.1.,...• romormoesma mo......Inamo.m,..emorramosommolowalmoimma,mmire.merwom4madho,ummoar444ameonoweerwome#•••........••••••••••••••••••••••/,'"1"." 1041101111411.1.11101.14*412014411**4.4•44144..14.444..........4. IMPOR ANT 1r foc110.2e., .e,t fearop Icnditloos ,t tfir, retputitibillty halt 4rir4i4.1' 6'004,41 areae or,: in t4,...1oey-4,,, ftt Ar* 10i1e 0.4"' :cCetef '41yes c,artr;,,Ilirqe wuer 1pp1)tt$ to .5k,FlIkle' ,O,t4To This di owIng ono the informetin end design oppi,t,on 410v4i4n contnined 0., proP044 Critnell Fite Prrtet',.p Cpepom,, Inc. ond,ar its s.beriritlo 5^1 15 loorr 54r,re55 4hn4it1016 thot th, samm te returned to GFFE por, -movest; orl informtition hcitir corli,oried 1-)11 be trooted 45 lt,ret, orri ccnf l,1t 21 r,c, raproourtlan ot thio Onewm4 ur oo,rL thereof *holt be mole withtptit w^liton ot i;EPS. Created kel the Ceirmell Dirtign go,tm 'All rEqrsts Cowight bid 4ri4141ill Corpo-calorl 1$W1 r 7.04.0.1.1474.4.411,1014001.114.14/0/10.4••••••00.4/0.444,04.44 414111=4440.4011*.i" 44 CONTRACT RESPONSII1LITIES 111'1 Y. 7 !,;;,,„;,41F.2:74NNE:::T!C.N W• ER F4,!"!•4T.N.:7„1 \ IT 1 • \\,lk,,, .' ' , ' , ', \ , 4 , (ft, 1 • , . , ,„ „ s, 4, . `,.., 9, ,.. ' . '..., 4 >' ' , .,„,<",) i,,,,, i ' , 4 ,,,, „,„,:: 4 „ *77 • 7, 117 ,7770...7•077...11 7 00.770 01.7; Lrirt 4 4441.4 1 +4444) 4r^, 4r, 11 7- 1.4:2127e LiOi 1, Lt„;) nyoroulla Refere-,ce P^nt tie Lino Desiratin *13' of Pipe Below Bottom of Deck El24.-49 of PipeAior.o4 Pf. Plane A Mom DeIntor, 44. IP. Erthq,Jke Brocir, 2s4 uoy • 1-lcirt9er Screwed Cop Cirooyed Cop --4 ScreedPlug (toklimiori}Elevtion Change in PLpe (not thry (lor) 4•MY41•4444,14•4•14,r SYMBOLS t‹- Gott (G,): W.-. CV," (ae Uolve osY, 7c_ Flow Switch (S) B Monitor s.th atitterfl Uolve 0 Alarm \'clivie (4L1J) Electric Ele/1 Linter Motor Gong ‘WMG, Wafer Check Volt,* -114",4' Swing Check VOlve Z3) System Riser Fire Dept,Cann.(Stodard)(FOC) eemoP. Eire Dept.ConnAElush) (FOC) \ 41 'r ", ri // / KUM ,_ 1 US 1274 1 .4.4o ***..m.0.4,74V upon.s.....*,01•1******, 0.1,4•4404.4.10441*••••*1115.1011144....••••••• 114•41*** i r14.4.t. 'Thrh - P,;4 Ir,cotvr free edlroot g15e4 Keg jott 5(.0 Ri:'oconv cCMI Fire N,e H4'4rt11 (roe witesi Irspactrs Test -*- vrolued '4l,2 "74,) Flongel rormettion ierdte seolus Angle oolwo Dr Pipe 'Jokes 44'.(1 !SSU --CR 1"1 4— 4/ 44 ( Y.5) M•e4.04..4w* .m.nft.....•r•....••4 • k v. i ••••••••••mu.m.,*•••0•4'•on•MWW...•4MMWM....M..N I.** O..* OftbMit .1001.41MOMMAWMMA••••,64*.IIA.0 1 Vd469444‘ a 4 4 M4.1* .4***4•••••••440**4m4.1•1 444 0.41.0s.almo.****** *MK 44 41.411.0.11M601140.1.4.4.1.4 .1.4.444114rn..diaa..1 .40 41401414, 411...141041.1441* GRINNELL FIRE PROTECTION SY-TENIS COMPANY 1215 CENTRAL AVE. SO, SUITE 1213, KENT, WA. 98032 SPRINKLERS ' / 1 1", Li'41TE oc'ECCESSIDt ,4 - 4- Pr[, c.-, ',cd -1E u.CCE.'-',",:',LC • TCITOL ABBREVIATION'S r4OR 00 bOf 444) 111E, PP.) PM SP 109 TOP TOS DON kik+ cm of Doom Petto d, of Deck Sottort pi Firpe Ditto Hose 14o44e C N le clod Cop hot lh Comerect Mot to S,telle Dpiin Dor Joist P4,54.,re Pod. 1.1014,8 Roof Manifold Standpipe Top of illeam Top of Pips Top of Stool Urilloo Uthorwise Noted SYSTEM TYPE 4M A IL Mrs,4,Ar4LII 1/ f"..01 Y CO GEIS CON (;RINNELL FIRE PROTECTION SYSTEMS (2%1)859-064) (4) GEIN'NFT13_47..I F,. P52651 BEAM CLAMP . 0 , 1 , 1 , 7 I , I r ° , I 0 I 0 TOO ;EAM 4LA,MP ' tINt.ERTED AOSITIONY ETINE , 5,TAP , ALL T4RrAO ROD PIFE RING, !I . HANGER st:10 TOP BEAM CLAMP, (INVERTED POSITION) PS200 i"x4' DOLT. PS 'Tana oes cat RAKE FIICING (OR 1.141.. I /1' SH.411PPE 4$ DEG tiA'X TKO FIG. 11381/ FS? CLAMP (OR EVA) Q. B. AT BEAM RIM RS NUT TCP CHILAC OP GUIDER OR TRUS:, '6AT, NUTS a. W.1.1'0$ TWO PH, II, um. 4$04(U4 omoti to two 401.44 Itft 44,1� II* 1551 firST ralaN Esuatt Q. B. AT TOP CHORD NOTES KWI'OLT. ROD COUPLN5 ALL THREAD 4'OD PIPE RING HANGER it4- WIK -BOLT CEILING FLANGE FASTENERS. ALLTHED ROD PIPE RINC! HANGER *11 CEILING FLANGE ALL PIPE ;1" ANC (WALLER TO OE ALLIE:i XL ALL PIPE 2i' TO 4' TO f44 ALLIED SUERLO ALL PIPE S AN'," LAR1ER TO BE ALLIED Tw ALL SRCwE0 PITTNG; TO 11E C I OR EOHAL ALL SROIThiED FITTINO:i TO BE (TACE0 Aft ;.4.1A:,3324E4rFNPA • --IL` :0411: F.t. r'-'14* PLAVV....1.En P1.,.04N1 01711401.040.1411,41.1*S.L*4•16,*11.11.41.10 •4'1) FAMILY Fil'N CENTER 1J1,-,Aih.' WAY SOT 'TA vlocit A, A 00 ';',0•.",`Qnk r 441.4 ,."„D Di s,..PIPT1.2.1 19t SYSTEM Falk F FLR. PIFINI; PLAN DESIGN DATA rlirM 40} , , Fi PPE -ire -W. i‘e 1.111, WATER 61..11'PL.,' ST411 N OT El) e'414' MIKE ra: Iraa. M L() D 1111.1.11,1111,110 pp. ocernber 114 1Cigt ..gap! "1404 ARS, 4 414+, K ET, A. Eosiid,s1E.Eft14,:s CS1`;!.(-Arr-Vstr FP 2 (F4 kl:SIDUAL PP 4 1,,4,Pf, ' i^? P1 4.'2 TR 1$g.4 6Pet 4i14/m4 T.E.Pr i” r ^4 AT ,1,,i . ,,lf,Lt,..F....„e„.,„1,44,11,,,4,,ta,4440 ,...._1,,L. 444,.._ ' -1,LD- 4Tt,...,,_ i_greeta..in „.„ .! 'r 4 }� HW v,.I.,,. W' Hi uuy "1rn vynn 44,,' 'bt1„M6 1,3Y ,' II„d', y, r JI Re r nYHN' f pi 1,n Olf 9rvn Yr+ , 'W n r ,I',nv, III J 4H.Il.'.,M• }, n, ,w ,II• 11 11r 1 1 '' n n 11,44 '! lrla 01,31 N 113 , 1„ 11! • II1 1 n J 11, M, y�^1; M1 I 34 , n n • '' ,4, 1 4 it , , a 1 Ri'1 VI r '3'Ir 34 w T «6) lyu ill{.n, 1 Y13 1 1, , J aaama 31 1, , n ' 14a l i, ' 1''3 " ..171 .W vl 111.011 ..1•144 1', 0• r1 u •Y"l A, 1 a R' 3'344 4,1. liw 333 id ,, 4 ' 1 4, L n 1 J , n 1, ` 4v I I 1Ny 3 13,4 ' 4--, 1s • ,f / nr, 41IMiry'+r►4a0• OW 1114. 41414,M1111.4/1p i►—a18►7ar',r1r-,11111—IM 4.44. t / )/// j#, / r /' ,,1 sY / �,;: . 7/ ,X, d 'f ---- — -- --- rc ...�,.I-. �. MOO n,r Y // RFMOTF .13/:3OOOSF LOCATIopt NC1, CF 5'RINKLERS: DESIGN DENSITY: .13 APER Of DISCHs.RGE:`' 3900 J SYSTCM DEMAN RESICI1AL PRESS'JR 239:9 0 CITrx r 115,7 tai, FILE NAMEai FFC2ndFLR 3'/ .a_.... - ,/'�; , / / (410 Ran.aaa ma** 1'n L3 E' CNN' tq'�J .- a� L. I N S 84" 60- 1 * 15/6?" UN() cry4tr, 1 cal 43 // 1L1 POM 1.4 art C Rao (X.10j (;(7c 1:7 331•••.:61.04."M. 0•10111110.... ..•. IMPORTANT tor X.2) • ELECT 0 00 • 471.1 toe Lita el IL. 11 ia 4.4 NN • 2' Z PURL INC ON 2e, ST BEAMS )1i,./ ' ' ",.,:\\, .. \\-- \\,1; /''/13. \N \ \ , • ''`',, )>,, ‘ i'l :\:.,. :\ \\N„ a• \\N „\• :, s'N's; ,t:/4• \ \''':: c,„:\ 6. SECTION PI E lie -1 • • 157571" 1.140 cn 333, • RIN o 151 In 34. .10 ALL EPRILotol / N. • P N I TV 47/ mem T I HES SYMBOLS 44. tt,411 Reference of P ,pe 4:1:we Rot Atone Misr tir;te Joke (''JSCY) Eler.tris Bell Soto* G Isar lagetaa THrost. Et leer Inspect Doe Telt 9r envoi Coup I /erg (G: f tonged Cannoet, Ion kng le Oa Ito Cry, Plea •le lue SPRINKLERS r -r 14 a cls 71.3 Y 34, c',!2!) e m lia...*fiaaiamaaamaamasia04.4. .440•441.14•44.* Rao (21,45:1;r)833‘T45-15)-;:255456471:4A3 Pr .r1„111-:;0467 'L"'s prs,..4,417st;:rir;:riN,itc.;.(1‘, -Loatia. *6' r sr, F • P32651 A BEAM CLAMP (2 TOP BEAM CLAMP ,(INIARTED POSITION) RETAINER STRAP " AL4,. THREAD ROD PIPE RING HANGER #10 TOP BEAM CLAMP (INVERTED POSITION) ALL THREAD ROD PIPE RING HANGER it15 SAMMY SCREW fl IPPCO 1225 SLAT EfACE TING (OR 001.) 1' SC14,4t PIPE V131„,,DE'a MAX TOLCO ris, MN FPS,' CLAMP lei EQUAL) lox TCP CHEM GIPCEP OA muss Ili 0.1 AUL. OWE info& 1111 (41111., 1 43e !Otte 114 islx1 COST C-1,4et (Veal Q. B. AT TOP CHORD TOLCO *58 EYELET lir' DOLT & Nur i'xii" U3" PIPE PIPE RING HANGER 403 CEILING FLANGE FASTENES ALL THREAD POD PIPE. RING HANGER #1.1 CEILING FLANGE NOTES AL L t• 1.-AAPCEn IQ ER ALL 1E0 w C.1 13 PEH t/rF PA 1215 (:ENTRAL Al SO. SUITE:2: KENT, INA. 98032 NIMAGI:IEFon'e0(.,Elti ON C"n1 h, I/I R1 S DE.;3(1`,01,Nyinor pNG FAMILY T'UN CENTER 1:1)41)K3vvt 14.tilATI4.1,\A` SOUTH APPYOVALS GRINNELI ,:ttr tLetarrie 3411.537 .41 4.1.15 e 57.5 Lop riot In Cantro;::t riot tc Firv SLoroptpa lop of Pip. NOTED ROO KENT, WA. E.44.:41NCF-R,'Nct DEPARTMENT 1 ig5® r O. fac a�CI 0 Iv o L -s 0 > i l a0, v--I ! o = s 1,, .0 J 1 N O 0 CP.) O . Ca.) O 'PM `0I41.eaS CO w 'S 'eM qaodaiV 0092 'eM as;ua0 unJ OOEL ueslae0 anew 6271 aal.ua0 unj fiuwet ARCHER CONSTRUCTION, INC. 7855 SOUTH 206th STREET KENT, WA 98032 HYDRAULIC CALCULATIONS FOR FAMILY FUN CENTER 7300 FUN CENTER WAY TUKWILA, WA ENTIRE BUILDING FILE NUMBER: S03-49 DATE: SEP 19, 2003 o7 -S -1(7- -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I DENSITY: .15 gpm AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 316.1 gpm TOTAL WATER REQUIRED (including hose): 566.1 gpm FLOW AND PRESSURE (@ BOR): 316.1 gpm @ 82.5 psi SPRINKLER K -FACTOR: 11.2 K DESIGN/LAYOUT BY: JAY BEAKMAN j" „ -a 4> 0. o o AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: ARCHEI*219DR CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16031162 HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\DESIGN\JOBS\S03-49\CALCS\S03-49.SDF DATE: 9/19/2003 JOB TITLE: FAMILY FUN CENTER WATER SUPPLY DATA SOURCE NODE TAG SRC STATIC PRESS. (PSI) 130.0 RESID. PRESS. (PSI) 20.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 1652.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE SRC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 B1 B2 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 0.0 14.8 16.9 16.9 16.9 14.8 14.8 16.4 16.4 16.4 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 2.0 2.0 SOURCE K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 AVAIL. PRESS. (PSI) 114.8 TOTAL @ DEMAND (GPM) 566.1 566.1 GPM 250.0 GPM 0.0 GPM 316.1 GPM REQ'D PRESS. (PSI) 103.7 PRESSURE DISCHARGE (PSI) (GPM) 103.7 316.1 54.1 31.2 62.6 28.7 60.0 28.7 60.0 35.7 54.7 41.6 35.7 66.9 35.3 66.6 39.3 56.5 49.1 59.0 53.7 64.7 64.5 55.3 82.5 95.5 DATE: 9/19/2003 JOB TITLE: FAMILY FUN CENTER PIPE DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 C:\DESIGN\JOBS\503-49\CALCS\503-49.SDF 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: 1 116.8 1.542 PL 21.42 PF 21.9 1 14.8 0.0 54.1 0.0 20.1 120 FTG 2T PE -0.9 2 16.9 11.2 31.2 62.6 0.522 TL 42.02 PV Pipe: 2 54.2 1.542 PL 20.00 PF 2.5 2 16.9 11.2 31.2 62.6 9.3 120 FTG ---- PE 0.0 3 16.9 11.2 28.7 60.0 0.126 TL 20.00 PV Pipe: 3 -5.8 1.542 PL 20.00 PF 0.0 3 16.9 11.2 28.7 60.0 1.0 120 FTG ---- PE 0.0 4 16.9 11.2 28.7 60.0 0.002 TL 20.00 PV Pipe: 4 -65.8 1.542 PL 12.50 PF 6.0 4 16.9 11.2 28.7 60.0 11.3 120 FTG 2T PE 0.9 5 14.8 0.0 35.7 0.0 0.180 TL 33.10 PV Pipe: 5 86.1 1.542 PL 21.08 PF 12.4 6 14.8 0.0 54.7 0.0 14.8 120 FTG 2T PE -0.7 7 16.4 0.0 41.6 0.0 0.297 TL 41.68 PV Pipe: 6 86.1 1.542 PL 20.00 PF 5.9 7 16.4 0.0 41.6 0.0 14.8 120 FTG ---- PE 0.0 8 16.4 11.2 35.7 66.9 0.297 TL 20.00 PV Pipe: 7 19.2 1.542 PL 20.00 PF 0.4 8 16.4 11.2 35.7 66.9 3.3 120 FTG ---- PE 0.0 9 16.4 11.2 35.3 66.6 0.018 TL 20.00 PV Pipe: 8 -47.4 1.542 PL 12.00 PF 3.2 9 16.4 11.2 35.3 66.6 8.1 120 FTG 2T PE 0.7 10 14.8 0.0 39.3 0.0 0.098 TL 32.60 PV Pipe: 9 38.3 1.542 PL 71.00 PF 7.4 11 14.8 0.0 56.5 0.0 6.6 120 FTG 4T PE 0.0 12 14.8 0.0 49.1 0.0 0.066 TL 112.20 PV Pipe: 10 32.0 1.542 PL 71.60 PF 5.4 13 14.8 0.0 59.0 0.0 5.5 120 FTG 4T PE 0.0 14 14.8 0.0 53.7 0.0 0.048 TL 112.80 PV Pipe: 11 16 14.8 17 14.8 42.8 1.542 PL 72.00 PF 9.2 0.0 64.5 0.0 7.4 120 FTG 4T PE 0.0 0.0 55.3 0.0 0.082 TL 113.20 PV Pipe: 12 -65.8 1.542 PL 20.00 PF 3.6 5 14.8 0.0 35.7 0.0 11.3 120 FTG ---- PE 0.0 10 14.8 0.0 39.3 0.0 0.180 TL 20.00 PV Pipe: 13 -113.2 1.542 PL 20.00 PF 9.8 10 14.8 0.0 39.3 0.0 19.4 120 FTG ---- PE 0.0 12 14.8 0.0 49.1 0.0 0.492 TL 20.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/19/2003 C:\DESIGN\JOBS\S03-49\CALCS\503-49.SDF JOB TITLE: FAMILY FUN CENTER 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 -74.8 1.542 PL 20.00 PF 4.6 12 14.8 0.0 49.1 0.0 12.9 120 FTG ---- PE 0.0 14 14.8 0.0 53.7 0.0 0.229 TL 20.00 PV Pipe: 15 -42.8 1.542 PL 20.00 PF 1.6 14 14.8 0.0 53.7 0.0 7.4 120 FTG ---- PE 0.0 17 14.8 0.0 55.3 0.0 0.082 TL 20.00 PV Pipe: 16 -116.8 2.727 PL 20.00 PF 0.6 1 14.8 0.0 54.1 0.0 6.4 120 FTG ---- PE 0.0 6 14.8 0.0 54.7 0.0 0.032 TL 20.00 PV Pipe: 17 -203.0 2.727 PL 20.00 PF 1.8 6 14.8 0.0 54.7 0.0 11.1 120 FTG ---- PE 0.0 11 14.8 0.0 56.5 0.0 0.090 TL 20.00 PV Pipe: 18 -241.3 2.727 PL 20.00 PF 2.5 11 14.8 0.0 56.5 0.0 13.3 120 FTG ---- PE 0.0 13 14.8 0.0 59.0 0.0 0.124 TL 20.00 PV Pipe: 19 -273.3 2.727 PL 16.46 PF 5.6 13 14.8 0.0 59.0 0.0 15.0 120 FTG T PE 0.0 15 14.8 0.0 64.7 0.0 0.156 TL 35.93 PV Pipe: 20 42.8 2.727 PL 3.17 PF 0.1 15 14.8 0.0 64.7 0.0 2.4 120 FTG T PE 0.0 16 14.8 0.0 64.5 0.0 0.005 TL 22.64 PV Pipe: 21 -316.1 2.727 PL 25.00 PF 12.3 15 14.8 0.0 64.7 0.0 17.4 120 FTG ETB PE 5.5 B1 2.0 0.0 82.5 0.0 0.205 TL 60.21 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE B2 2.0 0.0 95.5 0.0 13.0 psi, 316.1 gpm B1 2.0 0.0 82.5 0.0 Pipe: 23 -316.1 4.220 PL 225.00 PF 7.3 B2 2.0 0.0 95.5 0.0 7.3 140 FTG 2E4TG PE 0.9 SRC 0.0 SRCE 103.7 (N/A) 0.018 TL 398.00 PV NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 16031162 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 0.075 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/19/2003 C:\DESIGN\JOBS\S03-49\CALCS\503-49.SDF JOB TITLE: FAMILY FUN CENTER (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.1 ft/sec at pipe 1. (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 28.699 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 31.140 psi d. Remote area is located adjacent to right cross main (5) PIPE FITTINGS TABLE Pipe Table Name: ARCHER.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 PAGE: F MATERIAL: EDYFLO HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T C B G A D N Ell Tee ChkVly BfyVly GatV1v AlmVly DPV1v 1.542 5.15 10.30 12.02 3.43 1.43 12.49 15.41 0.00 2.727 9.74 19.47 11.36 6.00 1.62 12.49 15.41 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 C:\DESIGN\JOBS\S03-49\CALCS\S03-49.SDF O 0 DATE: 9/19/2003 JOB TITLE: FAMILY FUN CENTER H z a a w H 0 O 0 r-▪ 1 O N r -I c94 41 alrzwcncnxw — •H 0 CO O N 0 CO N O O r cr SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 C:\DESIGN\JOBS\503-49\CALCS\S03-49.SDF DATE: 9/19/2003 JOB TITLE: FAMILY FUN CENTER WATER SUPPLY CURVE 132+ *\ I \ I \ 121+ \ I \ 1 0 1 \\ 110+ \ 1 x \ 1 99+ \ I \ 1 \\ I \ P 88+ \ R 1 \ E I \ S 1 \ S 77+ \ U 1 \\ R I E I 66+ ( 1 \ P I S 1 \\ I 55+ ) 1 1 1 \ 44+ I \ \\ I \ 33+ I \ 22+ LEGEND \ 20.0 psi @ 1652 gpm-> X = Required Water Supplyow Test Point 103.70 psi @ 566.1 gpm " 11+ 1 0 = Available Water Supply I 114.83 psi @ 566.1 gpm I " 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) ;fes 6" FDC LINE J 8" FIRE CONNECTION\ WATERFLOW INFORMATION STATIC: 130 RESIDUAL: 20 FLOW: 1652 ELEVATION: SITE WATER PURVEYOR: TUKWILA PHONE NUMBER: 206-433-0179 CONTACT: MIKE CUSICK UNDERGROUND PIPE UNDERGROUND GATE VALVE THRUST BLOCK FIRE HYDRANT FIRE DEPARTMENT CONNECTION 8'-8" ,43 T.O.P 20'-0" A.F.F. FABRIC WRAPPED STEEL AWNING SEE SHEET A6.04 F.F 0'-0" 18'-6" A.F.F. STOREFRONT GLAZING �'� • LLiV-n.'•'•f ROOFING INSULATION METAL PAN DECK BAR JOIST STEEL MEMBERS PER STRUCT I 0 SECTION SCALE: 1/2" = 1'-0" WALL POST INDICATOR VALVE 4" FDC PIPE FLANGE AT I1-0" AFF 4" SUPPLY PIPE FLANGE AT 1'-0" AFF RISER LEAD IN SCALE: 1/4" = 1'-0" I.i ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissionswhich do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by. The Tukwila Fire Prevention Bureau. Date: )6—'1—o 3 By. TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. d S-- /Co �-- and exact address for shuts down or restoration approvals HANGERS NOTES REVISIONS SPRINKLER SYMBOLS A B C D E F G H J K L N BEAM CLAMP SIDE BEAM BRACKET CONCRETE INSERT - HDI CONCRETE INSERT - HDI -P CONCRETE INSERT - KWIK-BOLT WOOD SAMMY SIDEWINDER - SWG 25-380 WOOD SAMMY - GST 20 WOOD SAMMY - GST 30 CEILING FLANGE COACH SCREW ROD 1. UNDERGROUND PIPING PLAN IS PROVIDED FOR REFERENCE ONLY. 2. ALL UNDERGROUND TO BE INSTALLED BY OTHERS. REV DATE DESCRIPTION BY SYM MAKE MODEL TYPE TEMP FINISH CANOPY QTY TOTAL ARCHER CONSTRUCTION INC 7855 S 206TH ST KENT, WA 98032 PH 253-872-7222 FX 253-872-7277 FAMILY FUN CENTER 7300 FUN CENTER WAY TUKWILA, WA CONTRACTOR AXIOM PHONE 425-788-9768 FAX 425-844-1896 DD SEP 2 3 2003 SITE PLAN PERMIT NO. JOB NO. S03-49 APPROVAL TUKWILA C.D.T. JAY BEAKMAN SCALE AS NOTED DATE 9/19103 REVISED !! F P 1 OF 2 PLOTTED /! //4', d A BEAM CLAMP HANGERS C4' I() `:-.1 (Os 2'/ ", D 1 CD4Dft�� 1 z.'�� _A tJ_TILITI"fI: 2%1{,P /2 0-6 510 9 0^0 e- r V (7U r Q 0 - P� 2 z. 11.6 12-6 0 16-6 3-6 tyrN t �\ P� 2%, 20-0 c PPOWNIMIMII /1/000/7 r\O 2: lo' i �r- 8 X77 i CD 0 11/4 3-6 16-6 0 0 V/ 1% CL x Ces 7-71 .®,1=1,1. .191101,411 ILITRZSIPPM THIS AREA IS HYDRAULICALLY1 CALCULATED PER NFPA 13 IHAZARD: ORDINARY GROUP I I DENSITY: .15 / 1500 1 FILE: S03-49 co 4L"u. 412 X 26 Vit 2 X 35 0" 4'-6" BAR JOIST HANGER CONCRETE INSERT - HDI CONCRETE INSERT - HDI -P CONCRETE INSERT - KVVIK-BOLT WOOD SAMMY - GST 20 WOOD SAMMY - GST 30 CEILING FLANGE COACH SCREW ROD NOTES 11)1 ® FIRE PROTECTION PLAN AFCON FIG. 077 TYP NUT AND BOLT\ BRACING PIPE \AFCON FIG. 001 TYP RISER BRACING AFCON FIG. 001 FOR LONGITUDINAL, USE AFCON FIG. 410 LONGITUDINAL BRACING /TOP CHORD OF / BAR JOIST 11 74)1 AFCON FIG. 079 4 WAY BRACING BRACING PIPE 1 x 10'-0" SCH 40 FASTENER 1/2" x 0-6 CALC. FILE S03-49-1 RISER LEGEND @ 4" D.I. U.G. LEAD-IN BY OTHERS 4" D.I. U.G FDC LEAD-IN BY OTHERS 21/2" GRV FLANGE (x2) 0 TAMPER SWITCH - POTTER OSYSU-2 (x2) 0 4" GRV FLANGE, 4" SWING CHECK WITH AUTOMATIC BALL DRIP, 4 x 2 RED COUPLING 0 POST INDICATING VALVE - 2%" KENNEDY 4561N WITH TAMPER - SYSTEM SENSOR PIBV2 0 2%" SHOTGUN RISER FLOW SWITCH - 2W SYSTEM SENSOR WFD 0 - 300 PSI WATER GAUGE 2" MAIN DRAIN VALVE 1" TEST VALVE WITH RESTRICTING ORIFICE UNION 3/8" ALL THREAD ROD 3/8" FENDER WASHER OF TRUSS HANGER RING SPRINKLER PIPE BAR JOIST HANGER TYPE B NOT TO SCALE 1. THIS SYSTEM IS HYDRAULICALLY CALCULATED PER NFPA 13 ORDINARY HAZARD .15/1500 SQ. FT. 2. ALL 1" PIPE TO BE EDDYLITE THREADED PIPE WITH MALLEABLE IRON FITTINGS. PIPE 11/4" AND LARGER TO BE EDDYFLOW WITH RIGID GROOVED 3. ALL HANGERS AND SWAY BRACING TO BE IN ACCORDANCE WITH NFPA 13. REVISIONS REV DATE DESCRIPTION BY SYM 0 MAKE VIKING SPRINKLER SYMBOLS MODEL TYPE TEMP FINISH CANOPY QTY RELIABLE ECOH BRASS 25 SSP BRASS 4 TOTAL 29 0 RISER DETAIL iath ARCHER CONSTRUCTION INC 7855 S 206TH ST KENT, WA 98032 PH 253-872-7222 FX 253-872-7277 FAMILY FUN CENTER 7300 FUN CENTER WAY TUKWILA, WA CONTRACTOR AXIOM PHONE 425-788-9768 FAX 425-844-1896 SPRINKLER PLAN PERMIT NO. JOB NO. S03-49 APPROVAL TUKINILA C.D.T. JAY BEAKMAN SCALE AS NOTED DATE 9/19/03 REVISED PLOTTED