Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PP - 4051 S 144TH ST - TUKWILA VILLAGE BLDG E - PERMITS AND PLANS
4051 S 144TH ST ASSOCIATED PERMITS 18-F-109 17-5-210 FIRE DEPARTMENT FIRE ALARM PLAN REVIEW COMMENTS Project Name: Tukwila Village Bldg. E 4501 S 144th St. Permit No.: 18-F-109 Date: June 5, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Install a breaker handle clamp on fire alarm control panel and power supplies dedicated circuit breakers. • A smoke detector shall be installed at the top of the elevator shaft and tied to the elevator recall. • The minimum sound level in the bedrooms to be 75 decibels at the pillow and shall be low frequency. • Single -and multiple -station smoke alarms complying with UL 217 shall be installed in the dwelling units in accordance with International Building Code sections 907.2.11.2 through 907.2.11.6 and NFPA 72. Sounder base sound levels to be a minimum of 75 decibels at the pillow and be low frequency. • Carbon monoxide detection shall be installed as required per International Building Code section 915.1.1 as amended by Washington State. • All audible notification appliances shall be speakers, not horns. • Emergency voice evacuation message shall be intelligible in all areas. • The location of the branch disconnecting means shall be permanently identified at the control unit. • System circuit disconnecting means shall be permanently identified as to its purpose with the marking "FIRE ALARM" in red. • All fire alarm control panels shall be fully addressable and report individual address points at central station. • A smoke detector shall be located above all fire alarm control equipment . • Fire Department Knox key boxes shall be provided for access to all fire alarm control panels. • U.L. central station supervision is required for all fire alarm systems. • Remote indicator lights are required on all above ceiling smoke/heat detectors. • Remote alarm annunciator is required at the main entrance if the fire alarm control panel is not visible from the main entrance. • Install sign(s) on door(s) to the fire command room in minimum 3 inch high letters in red on white background reading "FIRE COMMAND ROOM". • The height of the display on fire alarm control panel/annunciator shall be between 60 to 70 inches above finished floor. • Duct detectors shall send a supervisory signal only upon activation. All fire alarm work requires an electrical permit from the City of Tukwila Building Dept. • Manual Pull Stations shall be located at all exterior exits and stairways at all levels and shall be mounted per NFPA 72. • Smoke Detection is required in all areas/rooms in the non -dwelling areas per City Ordinance # 2330. • The fire alarm system shall also comply with Tukwila City Ordinance # 2437, 2330 and the smoke control system report/design by Abbosein Engineering. • All fire alarm wiring associated with the smoke control system control shall be in metal conduit. • Building must comply with International Fire Code section 510, EMERGENCY RESPONDER RADIO COVERAGE. SIEMENS INDUSTRY, INC. XLS LOAD CALCULATIONS - Rev 10PR Date: 2.20.18 Project Name: Tukwila Village E Created By: BG HNode #: N/A Project Location: International Blvd SBT Project #: S4401 XNode #: N/A Panel Location: FCC Room XLS(R) Panel: N/A POWER SUPPLY LOAD CALCULATION FORM Module Part Number & Description QTY 24 VDC Current 6.2 VDC Current Back Plane Current Screw Terminal 24V Current Total 24 VDC Current (Total 1 + Total 2) Per Card mA Total A Per Card mA Total 1 A Per Card mA Total 2 A 5128/5129 Four Channel DAC f 154 0.000 0.000 AIC Audio Interface Card (External Input) 25 0.000 0.000 85 0.000 Active Channels 0.000 50 0.000 ALCC Audio Level Conversion Card 110 0.000 0.000 10 0.000 CDC -4 Conventional Detector Card 110 0.000 0.000 150 0.000 Active Zones 320 0.000 0.000 CRC -6 Controllable Relay Card 10 0.000 0.000 120 0.000 Active Relays 20.5 0.000 0.000 CSB CAN Sounder Board 14 0.000 0.000 D2300CP FO Module for H&X-Net Data 50 0.000 0.000 DAC -NET Digital Audio Card with Network 230 0.000 0.000 DCT -1E Five Channel DACT 190 0.000 0.000 DFM FO Module for D -Net Data 135 0.000 0.000 DLC Device Loop Card 2 100 0.200 0.200 200 0.400 Devices other than FDOT421 160 1.8 0.2880 0.288 FDOT421 Fire Detector 0.41 0.0000 0.000 DV -200 VoiceLink (Wheelock) 233 0.000 0.000 Active Channels 15 0.000 0.000 DV -EM (Expansion Module) 3 0.000 0.000 FCM-6 Fan Control Module 14 0.000 0.000 Active LEDs 1 0.000 0.000 FMT Firefighter Master Telephone 1 150 0.150 0.150 Active Handsets 30 0.000 0.000 HCP Control Point 30 0.000 0.000 HZM Conventional Zome Module 100 0.000 0.000 LCM-8 LED Control Module 1 14 0.014 0.014 Active LEDs 1 0.000 0.000 LPB Local Page Board 1 25 0.025 0.025 95 0.095 Active Channels(LVM-mic, LVM-spkr, FMT) 2 0.000 35 0.070 LVM Live Voice Microphone 1 25 0.025 0.025 MLC Device Loop Card 28 0.000 90 0.000 0.000 1.5 0.000 Devices 1.5 0.0000 0.000 MDACT Digital Dialer Card 1 260 0.260 0.260 NIC -C Network Interface Card 120 0.000 0.000 NRC Network Ring Card 125 0.000 0.000 20 0.000 NIM -1W/ -1M Wide Area Network Card 150 0.000 0.000 OCM-16 Output Control Module 2 14 0.028 0.028 Active LEDs 32 10 0.320 0.320 PMI Person Machine Interface 230 0.000 0.000 PMI -2 Person Machine Interface 1 195 0.195 0.195 GPM! Global Person Machine Interface 230 0.000 0.000 PSC -12 Power Supply/Battery Charger 1 0.000 Active Relays 0.000 PSX-12 Power Supply Extender 1 0.000 RNI Remote Network Interface 75 0.000 0.000 RPM Remote Printer Module 1 150 0.150 0.150 SCM -8 Switch Control Module 10 14 0.140 0.140 Active LEDs 80 1 0.080 0.080 SIM -16 Supervised Input Module 20 0.000 0.000 Active Relays 10 0.000 0.000 Active Inputs 1.2 0.000 0.000 SR -35 Relay Module 2 0.000 0.000 Active Relays 21 0.000 0.000 SSD/SSD-C System Status Display 200 0.000 0.000 TCZ 8 Telephone Zone Card 1 275 0.275 0.275 Active Zones 3 35 0.105 0.105 XDMC Digital Message Card 55 0.000 0.000 XMI FireFinder-XLS to MDACT Interface 5 0.000 0.000 ZAC-40 Zone Amplifier Card 40 Watts 150 0.000 0.000 Speaker Load Watts 53 0.000 0.000 ZAC-40 Backup Amplifier 150 0.000 0.000 ZAM-180 Zone Amplifier Module 180 Watts 1 280 0.280 0.280 Speaker Load Watts 53 53 2.809 2.809 ZAM-180 Backup Amplifier 280 0.000 0.000 ZIC-4A Zone Indicating Card 1 CLASS B 2 89 0.178 0.178 Active Circuits - NAC, STROBE, BELL 1 17 0.017 0.017 Active Circuits - SPEAKER 7 34 0.238 0.238 Active Ckts - RELEASING, MUNICIPAL TIE 34 0.000 0.000 Active Circuits - LEASED LINE 17 0.000 0.000 Devices - Total NAC 0 0.000 Bldg E - XLS Load Calculation.xlsx Page 1 of 4 Printed: 3/1/2018 SIEMENS INDUSTRY, INC. XLS LOAD CALCULATIONS - Rev 10PR Date: 2.20.18 Project Name: Tukwila Village E Created By: BG HNode #: N/A Project Location: International Blvd SBT Project #: S4401 XNode #: N/A Panel Location: FCC Room XLS R) Panel: N/A ZIC-8B Zone Indicating Card 91 0.000 0.000 Active Circuits 17 0.000 0.000 Devices - Total NAC 0.000 ZIC-2C ZIC-8B, 2 Channel Audio Card 0.000 Active Circuits 17 0.000 0.000 24VDC Auxilary 24VDC Power - Total AUX 0.000 Totals 0.220 Amps 5.557 Amps 5.777 Amps 0.565 Amps 2 Amps MAX 24 Amps *MAX 2 Amps MAX 12A max alarm, 5A max standby Minimum Number of Power Supplies Required = 1 (Maximum 4 per enclosure) Bldg E - XLS Load Calculation.xlsx Page 2 of 4 Printed: 3/1/2018 SIEMENS INDUSTRY, INC. XLS LOAD CALCULATIONS - Rev 10PR Date: 2.20.18 Project Name: Tukwila Village E Created By: BG HNode #: N/A Project Location: International Blvd SBT Project #: S4401 XNode #: N/A Panel Location: FCC Room XLS(R) Panel: N/A BATTERY SIZE CALCULATION FORM Module Part Number & Description QTY Standby 24VDC Current mA Load Current Per Circuit EOL Current mA Device Current mA Total Standby 24VDC Module Current 5128/5129 Four Channel DAC( 0 84 0 AIC Audio Interface Card (External Input) 0 50 0 ALCC Audio Level Conversion Card 0 95 0 CDC -4 Conventional Detector Card 0 150 0 Active Zones 0 8 0 CRC -6 Controllable Relay Card 0 51 0 Active Relays 0 20.5 0 CSB CAN Sounder Board 0 14 1 0 D2300CP FO Module for H&X-Net Data 0 50 0 DAC -NET Digital Audio Card with Network 0 230 0 DCT -1E Five Channel DACT 0 150 0 DFM FO Module for D -Net Data 0 135 0 DLC Device Loop Card 2 145 0.29 Devices other than FDOT421 160 1.8 0.288 FDOT421 Fire Detector 0 0.25 0 DV -200 VoiceLink (Wheelock) 0 233 0 Active Channels 0 15 0 DV -EM (Expansion Module) 0 3 0 FCM-6 Fan Control Module 0 14 0 Active LEDs 0 1 0 FMT Firefighter Master Telephone 1 150 0.15 Active Handsets 0 30 0 HCP Control Point 0 30 1 0 HZM Conventional Zome Module 0 100 0 LCM-8 LED Control Module 1 14 0.014 Active LEDs 0 1 0 LPB Local Page Board 1 50 0.05 LVM Live Voice Microphone 1 25 0.025 MLC Device Loop Card 0 120 0 Devices 0 1.5 0 MDACT Digital Dialer Card 1 220 0.22 NIC -C Network Interface Card 0 120 0 NRC Network Ring Card 0 130 0 NIM -1W/ -1M Wide Area Network Card 0 150 0 OCM-16 Output Control Module 2 14 0.028 Active LEDs 32 10 0.32 PMI Person Machine Interface 0 230 0 PMI -2 Person Machine Interface 1 125 0.125 GPMI Global Person Machine Interface 0 230 0 PSC -12 Power Supply/Battery Charger 1 150 0.15 Active Relays 0 20 0 PSX-12 Power Suppy Extender 1 170 0.17 RNI Remote Network Interface 0 75 0 RPM Remote Printer Module 1 150 0.15 SCM Switch Control Module 10 14 0.14 Active LEDs 80 1 0.08 SIM -16 Supervised Input Module 0 20 0 Active Relays 0 10 0 Active Inputs 0 1.2 0 SR -35 Relay Module 0 2 0 Active Relays 0 21 0 SSD/SSD-C System Status Display 0 200 0 TCZ-8 Telephone Zone Card 1 280 0.28 Active Zones 3 35 0.105 XDMC FireFinder-XLS to MDACT Interface 0 55 0 XMI FireFinder-XLS to MDACT Interface 0 5 0 ZAC-40 Zone Amplifier Card 40 Watts 0 150 1 0 Speaker Load Watts 0 0 ZAC-40 Backup Amplifier 0 150 1 0 ZAM-180 Zone Amplifier Module 180 Watts 1 280 1 0.281 Speaker Load Watts 53 0 ZAM-180 Backup Amplifier 0 280 1 0 ZIC-4A Zone Indicating Card I CLASS B 2 90 0.18 Active Circuits - NAC, STROBE, BELL 1 4 0.004 Active Circuits - SPEAKER 7 4 0.028 Active Ckts - RELEASING, MUNICIPAL TIE 0 0 Active Circuits - LEASED LINE 0 0 Devices - 0 Zone Indicating Card 0 83 0 Bldg E - XLS Load Calculation.xlsx Page 3 of 4 Printed: 3/1/2018 SIEMENS INDUSTRY, INC. XLS LOAD CALCULATIONS - Rev 10PR Date: 2.20.18 Project Name: Tukwila Village E Created By: BG HNode #: N/A Project Location: International Blvd SBT Project #: S4401 XNode #: N/A Panel Location: FCC Room XLS(R) Panel: N/A ZIC-8B Active Circuits 0 0 Devices - 0 ZIC-2C ZIC-8B, 2 Channel Audio Card 0 0 Active Circuits 0 0 24VDC Auxilary 24VDC Power - Total AUX) 0 Total System Current 3.078 Amps NFPA Local (72A), Proprie ary (72D), UL 1076 - Total Amps x Battery Size ( with Alarm Reserve Correction ) x Battery Size Backup Battery Calculations 24 = = = 73.872 Ah 96.0336 Ah 1.3 Provided 100 Ah Bldg E - XLS Load Calculation.xlsx Page 4 of 4 Printed: 3/1/2018 XLSV PANEL #1 (VOICE) BATTERY CALCULATION i \ SUPERVISORY CURRENT DESCRIPTION QTY MODULE CURRENT EOL CURRENT DEVICE CURRENT TOTAL ROW CURRENT DAC -NET DIGITAL AUDIO CARD NETWORK 1 0.23 0.23 FMT FIREFIGHTERS MASTER TELEPHONE 1 0.15 0.15 30mA per Active Handset 1 0.03 0.03 LVM LIVE VOICE MODULE 1 0.025 0.025 NIC -C NETWORK INTERFACE CARD 0 0.12 0 PMI PERSON MACHINE INTERFACE 1 0.23 0.23 PSC -12 PWR SUPPLY CHARGER MODULE 1 0.15 0.15 20mA per Active Relays 2 0.04 0.08 PSX-12 POWER SUPPLY EXTENDER 1 0.17 0.17 RPM REMOTE PRINTER MODULE 1 0.15 0.15 SCM -8 SWITCH CONTROL MODULE 10 0.014 0.14 1mA per LED (8 LED per Module) 80 0.008 0.64 ZAC-40 ZONE AMPLIFIER CARD 40 WATTS 4 0.15 0.6 # Speaker Circuits 7 0.001 0.007 ZIC-4A ZONE INDICATING CARD 2 0.09 0.18 # NAC Circuits 8 0.004 0.032 TOTAL CURRENT 2.814 ALARM CURRENT XLSV NOTIFICATION CIRCUITS TOTAL CKT CURRENT LOAD (Amps) f 1 CO)N VAI :O CD M V1 1.167 V2 1.145 V3 0.984 ACT 0 V1 0 0 0 CIRCUIT 0 0 CIRCUIT V1 0 CIRCUIT 0 0 CIRCUIT 0 0 CIRCUIT 0 0 CIRCUIT 0 0 CIRCUIT 0 0 CIRCUIT 0 0 TOTAL ALARM CURRENT (AMPS) 3.296 SUMMARY A = TOTAL SUPERVISORY CURRENT x SUPERVISORY TIME REQUIRED 2.814 AMPS x 4 HR = 11.256 (AMP/HR) B = TOTAL ALARM CURRENT x ALARM TIME REQUIRED 3.296 AMPS x 15 MINS. = 0.824 (AMP/HR) C = (A + B) X 1.2 (20% Safety Margin) = 14.496 (AMP/HR) SUPERVISORY TIME REQUIRED HR -4 ALARM TIME REQUIRED -----15 MINS. or .25 HR BATTERY PROVIDED WKAl2-100C/FR (2) BATTERY SIZE 100 (AMP/HR) TOTAL SYSTEM REQUIRED (AM) = 14.496 AMP/HOUR BATTERY RESERVE AFTER 4 HOURS SUPERVISORY & 15 MINUTES ALARM (AMP/HOUR) = 85.504 AMP/HOUR 1. CURRENT DRAW CALCULA POWER SUPPLY: PAD -4 9AMP Extended' Project Name: Tukwila Village Project #: 4401 DEVICE MODEL DEVICE TYPE ET7OHC Red Speakerstrobe STROBE CANDELA 30CD CURRENT (AMPS) Standby Alarm 0.092 APPLIANCE QUANTITIES PER CIRCUIT N2-1 N2-2 N2.3 N2-4 AUX 0 0 0 ET7OWP Speakerstrobe 115CD 0.300 5 6 6 ET7OWP Speakerstrobe 115CD 0.300 ET7OWP Speakerstrobe 115CD 0.300 0 0 0 0 0 0 ET7OW Speakerstrobe 15CD 0.060 0 0 0 1 0 r 0: y ADBH-11 PAD -3 PS-24-8MC Sounder Base Power Supply Power Supply 0.00 0.00 0.08 0.024 0.006 0.24 NOTE: All calculations utilize hom settings @ the highest setting (largest draw) AUXILIARY OUTPUT Flush 24vdc door holder [SDH -2D] Standby 0.068 Alarm Surface 24vdc door holder [SDH -3D] Flush 24vdc door holder [SDH -4D] 0.068 0.068 0.068 4 0.068 0.068 Floor mount 24vdc door holder [SDH -5120] 0.068 0.068 7" 'Double floor mount door holder [SDH -6D] • 1 HZM 0.136 0.136 0.001 0.000 N7‘ 1\ \\L EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: 1.500 1 1.800 I 1.800 10.452 ' 0.000 Siemens Industry, Inc. Page 3 2. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Extenderl Project Name: Tukwila Village Project #: 4401 ' SYSTEM INFORMATION & PROJECT THRESHOLDS - PAD -4 9AMP I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 I CIRCUIT CALCULATION RESULTS I CIRCUIT NUMBER SOUD WIRE (AWG) (AWG) ESTD CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS EOL 16.0) PERCENT DROP (max 20%) N2-1 14 AWG 348.17 3.07 1.500 PASS 2.138 PASS 21.8 PASS 12.8% PASS N2-2 14 AWG 200.00 3.07 1.800 PASS 1.228 PASS 22.8 PASS 8.8% PASS N2-3 14 AWG 280.00 3.07 1.800 PASS 1.719 PASS 21.9 PASS 12.4% PASS N2-4 14 AWG 330.00 3.07 0.452 PASS 2.026 PASS 24.1 PASS 3.7% PASS AUX 0.00 ( 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL EXTENDER CURRENT [AMPS]: 5.552 I PASS 3.0 - 2.5 - 2.0 2 1.5 1.0 - 0.5 - 0.0 1.800 1.500 1.800 0.452 0.000 N2-1 N2-2 N2-3 OUTPUTS N2-4 AUX 3. BATTERY SIZE CALCULATION Extenderl STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> 0.065 amp Extender circuit current-> 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> EXTENDER 4.22 AH ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 5.552 amp <-Extender circuit current 10.552 amp <-Total Alarm Current: 2.64 AH 20 Ok 5.07 AH 7.00 AH 166% <-Alarm Amp-Hrs Required Siemens Industry, Inc. Page 4 1. CURRENT DRAW CALCUL POWER SUPPLY: PAD -4 9AMP Extender2l Project Name: Tukwila Village 't DEVICE MODEL 1.120 11.761 11.463 10.955 10.000, DEVICE TYPE STROBE CANDELA ET7OHC Red Speakerstrobe ET7OHC Red ET7OHC Red Speakerstrobe Speakerstrobe 15CD 75CD 30CD CURRENT (AMPS) Standby Alarm 0.092 0.165 0.092 ET7OHC Red Speakerstrobe 135CD 0.300 Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX STW Strobe 15CD ET7OW Speakerstrobe 15CD 0.057 0.092 ET7OW Speakerstrobe 75CD 0.165 5 4 ET7OW ET7OW Speakerstrobe Speakerstrobe 30CD 135CD 0.092 0.300 5 3 3 4 s � 1 4 ADBH-11 Sounder Base 0.000 PAD -3 Power Supply 0.000 0.024 0.006 PS-24-8MC Power Supply 0.080 0.240 NOTE: All calculations AUXILIARY OUTPUT Flush 24vdc door holder [SDH -2D] Surface 24vdc door holder [SDH -3D] Flush 24vdc door holder [SDH -4D] Floor mount 24vdc door holder [SDH -5D] utilize hom settings Standby 0.068 0.068 0.068 0.068 the highest setting (largest draw) Alarm Double floor mount door holder [SDH -6D] \iZM EXTENDER 0.136 0.001 0.068 0.068 0.068 0.068 2 K1/ 2 0.136 \ 0.000 CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. Page 5 Extender21 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 SYSTEM INFORMATION & PROJECT THRESHOLDS I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 I CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) I ALARM CURRENT (AMP) CKT. OHMS VOLTS EOL (min 16.0) PERCENT DROP (max 20%) CKT 1 14 AWG 240.00 3.07 1.120 PASS 1.474 PASS 23.3 PASS 6.6% PASS CKT 2 14 AWG 220.00 3.07 1.761 PASS 1.351 PASS 22.6 PASS 9.5% 9.3% PASS PASS CKT3 14 AWG 260.00 3.07 1.463 PASS 1.596 PASS 22.7 PASS CKT 4 14 AWG 300.00 3.07 0.955 PASS 1.842 PASS 23.2 PASS 7.0% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 5.299 I PASS '. 3.0 - 2.5 - 2.0 - 0.5 - 0.0 1.761 1.120 1.463 0.955 0.000 CKT 1 CKT 2 CKT3 OUTPUTS CKT 4 AUX 3. BATTERY SIZE CALCULATION Extender2 STANDBY Standby Period in Hours-> 24 Hr Iintemal current-> 0.065 amp Circuit current-> 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor ->J ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender internal current 5.299 amp <-Extender circuit current 10.299 amp <-Total Alarm Current: 2.57 AH 4.16 AH 20% 4.99 AH 7.00 AH 168% EXTENDER Siemens Industry, Inc. <-Alarm Amp-Hrs Required Page 6 1. CURRENT DRAW CALCUL) POWER SUPPLY: PAD-4-CLSA 6AMP EXTENDER 31 Project Name: Tukwila Village k DEVICE MODEL 1.818 10.272 10.449 10.749 J 0.000 , DEVICE TYPE STROBE CANDELA CURRENT (AMPS) Standby Alarm Project* 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX ET7OHC Red Speakerstrobe 185CD 0.420 2 ET7OWP Speakerstrobe 177CD ET7OWP Speakerstrobe 75CD 0.420 0.138 ET7OWP ET7OW ET7OHC Red Speakerstrobe Speakerstrobe Speakerstrobe 115CD 15CD 30CD 0.300 0.060 3 his r 0.092 1 ET7OHC Red Speakerstrobe 135CD 0.300 2 STW Strobe 15CD 0.057 1 1 ET7OHC Red Speakerstrobe ET7OHC Red Speakerstrobe 177CD 75CD 0.420 2 0.138 1 ET7OW Speakerstrobe 30CD 0.092 1 1 ET7OW Speakerstrobe 135CD 0.300 1 /7, ADBH-11 PAD -3 PS-24-8MC Sounder Base Power Supply Power Supply 0.000 0.000 0.080 0.024 0.006 0.240 NOTE: All calculations AUXILIARY OUTPUT Flush 24vdc door holder [SDH -2D] Surface 24vdc door holder [SDH -3D] Flush 24vdc door holder [SDH -4D] Floor mount 24vdc door holder [SDH -5D] ,' Double floor mount door holder [SDH -6D] HZM utilize hom settings Standby 0.068 0.068 0.068 0.068 0.136 0.001 @ the highest setting (largest draw) Alarm 0.068 0.068 0.068 \ 0.136 0.000 EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. Page 7 EXTENDER 31 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 \ SYSTEM INFORMATION & PROJECT THRESHOLDS I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 6.00 amps 4.80 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS EOL (min 16.0) PERCENT DROP (max 20%) CKT 1 14 AWG 250.00 3.07 1.818 PASS 1.535 PASS 22.2 PASS 11.2% PASS CKT 2 14 AWG 120.00 3.07 0.272 PASS 0.737 PASS 24.8 PASS 0.8% PASS CKT 3 14 AWG 110.00 3.07 0.449 PASS 0.675 PASS 24.7 PASS 1.2% PASS CKT 4 14 AWG 0.00 3.07 0.749 PASS 0.000 PASS 25.0 PASS 0.0% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 3.288 I PASS ( 3.0 2.5 - 2.0 1.0 0.5 - 0.0 1.818 CKT 1 0.272 CKT 2 0.749 0.449 0.000 CKT 3 OUTPUTS CKT 4 AUX 3. BATTERY SIZE CALCULATION EXTENDER 3 STANDBY Standby Period in Hours-> 24 Hr Extender internal current-> 0.065 amp Extender circuit current-> 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender internal current 3.288 amp <-Extender circuit current 8.288 amp <-Total Alarm Current: 2.07 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> 3.66 AH 20% 4.39 AH 7.00 AH 191 % EXTENDER Siemens Industry, Inc. Page 8 1. CURRENT DRAW CALCULI POWER SUPPLY: PAD -4 6AMP Extender #41 Project Name: Tukwila Village DEVICE MODEL 2.247 11.796 10.678 10.000 10.000 , DEVICE TYPE ET7OHC Red ET7OWP ET7OWP Speakerstrobe Speakerstrobe Speakerstrobe STROBE CANDELA 30CD 115CD 115CD CURRENT (AMPS) Standby Alarm Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX 0.092 0.300 0.300 ET7OWP Speakerstrobe 115CD 0.300 ET7OW STW Speakerstrobe Strobe ET7OW ET7OW ET7OW SpeakerStrobe SpeakerStrobe Speakerstrobe ET7OWP SpeakerStrobe 15CD 15CD 135CD 30CD 15CD 75CD 0.060 0.057 0.300 0.092 0.060 0.138 3 6 3 4 4 4 9 1 ADBH-11 Sounder Base 0.000 0.024 PAD -3 Power Supply PS-24-8MC Power Supply AUXILIARY OUTPUT 0.000 0.080 0.006 0.240 NOTE: All calculations utilize hom settings @ the highest setting (largest draw) Flush 24vdc door holder [SDH -2D] Surface 24vdc door holder [SDH-3Dj Flush 24vdc door holder [SDH -4D] Floor mount 24vdc door holder [SDH -5D] Double floor mount door holder [SDH -6D] IHZM EXTENDER Standby 0.068 0.068 0.068 0.068 0.136 0.001 Alarm 0.068 0.068 0.068 0.136 CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. Page 9 Extender #41 f 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 SYSTEM INFORMATION & PROJECT THRESHOLDS I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 6.00 amps 4.80 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 I CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS EOL (min 16.0) PERCENT DROP (max 20%) CK 1 14 AWG 220.00 3.07 2.247 PASS 1.351 PASS 22.0 PASS 12.1% PASS CK 2 14 AWG 290.00 3.07 1.796 PASS 1.781 PASS 21.8 PASS 12.8% PASS CK 3 14 AWG 330.00 3.07 0.678 PASS 2.026 PASS 23.6 PASS 5.5% PASS CK 4 14 AWG 0.00 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 4.721 IPASS _. 3.0 2.5 - 1.0 - 0.5 - 0.0 2.247 1.796 0.678 0.000 0.000 CK 1 CK 2 CK 3 CK 4 AUX OUTPUTS 3. BATTERY SIZE CALCULATION Extender #4 STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> 0.065 amp Extender circuit current-> 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 4.721 amp <-Extender circuit current 9.721 amp <-Total Alarm Current: 2.43 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor ->J 174% EXTENDER 4.01 AH 20% 4.82 AH 7.00 AH Siemens Industry, Inc. Page 10 1. CURRENT DRAW CALCUL/ POWER SUPPLY: PAD -4 9AMP EXTENDER #51 Project Name: Tukwila Village DEVICE MODEL DEVICE TYPE STROBE CANDELA Project #: 4401 CURRENT (AMPS) Standby Alarm APPLIANCE QUANTITIES PER CIRCUIT AUX ET7OHC Red Speakerstrobe 30CD 0.092 ET7OWP Speakerstrobe 115CD 0.300 ET7OWP Speakerstrobe 115CD 0.300 ET7OWP ET7OW Speakerstrobe Speakerstrobe 115CD 15CD 0.300 0.060 STW Strobe 15CD ET7OW Speakerstrobe 135CD 0.060 0.300 3 2 3 5 3 3 3 ET7OW ET7OWP ET7OW ET7OW Speakerstrobe Speakerstrobe 30CD 75CD 0.092 3 2 5 0.138 1 2 1 Speakerstrobe Speakerstrobe 15CD 75CD 0.060 0.165 ADBH-11 PAD -3 PS-24-8MC Sounder Base Power Supply Power Supply AUXILIARY OUTPUT 0.000 0.000 0.080 0.024 0.006 0.240 1 1 NOTE: All calculations utilize hom settings c the highest setting (largest draw) Standby Alarm 2 Flush 24vdc door holder [SDH -2D] Surface 24vdc door holder [SDH -3D] Flush 24vdc door holder [SDH -4D] 0.068 0.068 0.068 0.068 0.068 Floor mount 24vdc door holder [SDH -5D] f Double floor mount door holder [SDH -6D] 1HZM 0.068 0.136 0.001 0.068 0.068 0.136 0.000 EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: 2.094 11.705 11.798 1 1.356 10.000 Siemens Industry, Inc. Page 11 EXTENDER #5I p 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 SYSTEM INFORMATION & PROJECT THRESHOLDS I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS EOL (min 16.0) PERCENT DROP (max 20%) CK 1 14 AWG 280.00 3.07 2.094 PASS 1.719 PASS 21.4 PASS 14.4% PASS CK 2 14 AWG 320.00 3.07 1.705 PASS 1.965 PASS 21.7 PASS 13.4% PASS Ck 3 14 AWG 340.00 3.07 1.798 PASS 2.088 PASS 21.2 PASS 15.0% PASS CK 4 14 AWG 0.00 3.07 1.356 PASS 0.000 PASS 25.0 PASS 0.0% PASS AUX 14 AWG 240.00 3.07 0.000 PASS 1.474 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 6.953 IPASS 3.0 - 2.5 - 2.0 - N X1.5 Q 1.0 - 0.5 - 0.0 2.094 1.705 1.798 1.356 0.000 CK1 CK2 Ck 3 OUTPUTS CK 4 AUX 3. BATTERY SIZE CALCULATION EXTENDER #5 STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> 0.065 amp Extender circuit current-> 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 6.953 amp <-Extender circuit current 11.953 amp <-Total Alarm Current: 2.99 AH �'`-�•.�,,-ter �------"``- Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> EXTENDER 4.57 AH 20% 5.49 AH 7.00 AH 153% <-Alarm Amp-Hrs Required Siemens Industry, Inc. Page 12 1. CURRENT DRAW CALCULI POWER SUPPLY: PAD -4 9AMP EXTENDER #61 Project Name: Tukwila Village \ , DEVICE MODEL DEVICE TYPE STROBE CANDELA ET7OHC Red ET7OWP ET7OWP ET7OWP ET7OW STW ET7OW ET7OW ET7OW ET7OW ET7OWP Speakerstrobe Speakerstrobe Speakerstrobe Speakerstrobe Speakerstrobe Strobe Speakerstrobe Speakerstrobe Speakerstrobe Speakerstrobe 30CD 115CD 115CD 115CD 15CD 15CD 30CD 135CD 15CD 75CD Speakerstrobe 75CD ADBH-11 PAD -3 Sounder Base Power Supply PS-24-8MC Power Supply AUXILIARY OUTPUT CURRENT (AMPS) Standby Alarm 0.000 0.000 0.080 0.092 0.300 0.300 0.300 0.060 0.057 0.092 0.300 0.060 0.165 0.165 0.024 0.006 0.240 Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX 3 3 4 1 2 3 3 5 1 NOTE: All calculations utilize hom settings the highest setting (largest draw) Standby Alarm 1 1 2 3 1 1 2 2 Flush 24vdc door holder [SDH-2DJ 0.068 0.068 Surface 24vdc door holder [SDH -3D] 0.068 0.068 Flush 24vdc door holder [SDH -41)) 0.068 Floor mount 24vdc door holder [SDH -5D] ( • HZM 0.068 0.001 `. Flame Detector x 7 0.002 0.068 0.068 0.000 0.250 \\Nk \ telk\\\‘ N 9 CURRENT DRAW PER CIRCUIT IN AMPERES: EXTENDER Siemens Industry, Inc. 2.037 ' 2.007 ' 0.929 ' 0.869 ( 0.000 Page 13 EXTENDER #61 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 SYSTEM INFORMATION & PROJECT THRESHOLDS I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) ESTD CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS �� EOL (min 16.0) PERCENT DROP (max 20%) CK 1 14 AWG 380.00 3.07 2.037 PASS 2.333 PASS 20.2 PASS 19.0% PASS CK 2 14 AWG 250.00 3.07 2.007 PASS 1.535 PASS 21.9 PASS 12.3% PASS CK 3 14 AWG 340.00 3.07 0.929 PASS 2.088 PASS 23.1 PASS 7.8% PASS CK 4 14 AWG 270.00 3.07 0.869 PASS 1.658 PASS 23.6 PASS 5.8% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 5.842 IPASS 3.0 - 2.5 - 0.5 - 0.0 2.037 2.007 0.929 0.869 0.000 CK 1 CK 2 CK 3 OUTPUTS CK 4 AUX 3. BATTERY SIZE CALCULATION EXTENDER #6 STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> 0.065 amp Extender circuit current-> 0.001 amp Total Standby Current -> 0.066 amp ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 5.842 amp <-Extender circuit current 10.842 amp <-Total Alarm Current: Standby Amp-Hrs Required-> 1.58 AH 2.71 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> 4.29 AH 20% 5.15 AH 7.00 AH 163% EXTENDER Siemens Industry, Inc. Page 14 1. CURRENT DRAW CALCUU POWER SUPPLY: PAD -4 9AMP EXTENDER #71 Project Name: Tukwila Village DEVICE MODEL DEVICE TYPE STROBE CANDELA ET7OHC Red Speakerstrobe ET7OWP ET7OWP Speakerstrobe Speakerstrobe ET7OWP ET7OW Speakerstrobe Speakerstrobe ET7OW ET7OW ET7OW Speakerstrobe Speakerstrobe Speakerstrobe ET7OW STW Speakerstrobe Strobe 30CD 115CD 115CD 115CD 15CD 15CD 30CD 75CD 135CD 15CD ADBH-11 PAD -3 Sounder Base Power Supply PS-24-8MC Power Supply CURRENT (AMPS) Standby Alarm 0.000 0.000 0.080 0.092 0.300 0.300 0.300 0.060 0.060 0.092 0.165 0.300 0.057 0.024 0.006 0.240 Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX 3 4 5 4 1 3 6 4 NOTE: All calculations utilize hom settings t the highest setting (largest draw) AUXILIARY OUTPUT Standby Flush 24vdc door holder [SDH -2D] 0.068 Surface 24vdc door holder [SDH -3D] F=lush 24vdc door holder [SDH -40] Floor mount 24vdc door holder [SDH -5D] 0.068 0.068 0.068 ( Double floor mount door holder [SDH -6D] 0.136 Alarm 0.068 3 4 5 4 1 0.068 0.068 0.068 0.136 CURRENT DRAW PER CIRCUIT IN AMPERES: EXTENDER Siemens Industry, Inc. 2.276 ' 2.364 ' 2.276 ( 0.060 10.000 Page 15 2. CURRENT LOAD & VOLTAGE DROP CALCULATIONS EXTENDER #7 Project Name: Tukwila Village Project #: 4401 \ SYSTEM INFORMATION & PROJECT THRESHOLDS I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS @ EOL (min 16.0) PERCENT DROP (max 20%) CK 1 14 AWG 300.00 3.07 2.276 PASS 1.842 PASS 20.8 PASS 16.8% PASS CK 2 14 AWG 250.00 3.07 2.364 PASS 1.535 PASS 21.4 PASS 14.5% PASS CK 3 14 AWG 300.00 3.07 2.276 PASS 1.842 PASS 20.8 PASS 16.8% PASS CK 4 14 AWG 132.00 3.07 0.060 PASS 0.810 PASS 25.0 PASS 0.2% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS, 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 6.976 I PASS f \ f 3.0 - 2.5 - 0.5 - 0.0 2.276 2.364 2.276 0.060 CK 1 CK 2 CK 3 OUTPUTS CK 4 1 0.000 AUX 3. BATTERY SIZE CALCULATION EXTENDER #7 STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> 0.065 amp Extender circuit current-> 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 6.976 amp <-Extender circuit current 11.976 amp <-Total Alarm Current: 2.99 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> 4.58 AH 20% 5.49 AH 7.00 AH 153% EXTENDER Siemens Industry, Inc. Page 16 1. CURRENT DRAW CALCUU POWER SUPPLY: PAD -4 9AMP EXTENDER #8I Project Name: Tukwila Village '\DEVICE MODEL DEVICE TYPE STROBE CANDELA CURRENT (AMPS) Standby Alarm ET7OHC Red ET7OWP Speakerstrobe Speakerstrobe 30CD 115CD ET7OWP Speakerstrobe ET7OWP Speakerstrobe 115CD 115CD 0.092 0.300 0.300 0.300 ET7OW Speakerstrobe ET7OW Speakerstrobe 15CD 30CD ET7OW Speakerstrobe 75CD ET7OW ET7OW Speakerstrobe Speakerstrobe 110CD 135CD 0.060 Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX 0.092 0.165 STW Strobe 15CD 0.300 0.057 3 3 5 3 5 3 1\ 3 4 5 4 ADBH-11 Sounder Base 0.000 0.024 PAD -3 Power Supply 0.000 0.006 PS-24-8MC Power Supply 0.080 0.240 NOTE: All calculations utilize hom settings @ the highest setting (largest draw) AUXILIARY OUTPUT Flush 24vdc door holder [SDH -20] Standby 0.068 Surface 24vdc door holder [SDH -3D] Flush 24vdc door holder [SDH -4D] Floor mount 24vdc door holder [SDH -5D] Double floor mount door holder [SDH -6D] f \ 0.068 0.068 0.068 0.136 Alarm 0.068 2 2 0.068 0.068 0.136 EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. 11.947 11.947 ' 2.276 ' 0.898 10.000 I Page 17 EXTENDER #8I 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village 3.0 2.5 2.0 - th .. 21.5 - a 1.0 0.5 - 0.0 1.947 1.947 CK 1 CK 2 3. BATTERY SIZE CALCULATION 2.276 CK 3 OUTPUTS 0.898 CK 4 0.000 AUX STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> Extender circuit current-> 0.065 amp 0.001 amp Total Standby Current -> 0.066 amp ALARM EXTENDER #8 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 7.068 amp <-Extender circuit current 12.068 amp <-Total Alarm Current: Standby Amp-Hrs Required-> 1.58 AH 3.02 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> 4.60 AH 20% 5.52 AH I 7.00 AH 1 152% EXTENDER Siemens Industry, Inc. Page 18 SYSTEM INFORMATION & PROJECT THRESHOLDS I ' 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS I CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS EOL (min 16.0) PERCENT DROP (max 20%%) CK 1 14 AWG 240.00 3.07 1.947 PASS 1.474 PASS~ 22.1 PASS 11.5% PASS CK 2 14 AWG 220.00 3.07 1.947 PASS 1.351 PASS 22.4 PASS 10.5% PASS CK 3 14 AWG 300.00 3.07 2.276 PASS 1.842 PASS 20.8 PASS 16.8% PASS CK 4 14 AWG 190.00 3.07 0.898 PASS 1.167 PASS 24.0 PASS 4.2% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: I 7.068 IPASSI 3.0 2.5 2.0 - th .. 21.5 - a 1.0 0.5 - 0.0 1.947 1.947 CK 1 CK 2 3. BATTERY SIZE CALCULATION 2.276 CK 3 OUTPUTS 0.898 CK 4 0.000 AUX STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> Extender circuit current-> 0.065 amp 0.001 amp Total Standby Current -> 0.066 amp ALARM EXTENDER #8 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 7.068 amp <-Extender circuit current 12.068 amp <-Total Alarm Current: Standby Amp-Hrs Required-> 1.58 AH 3.02 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> 4.60 AH 20% 5.52 AH I 7.00 AH 1 152% EXTENDER Siemens Industry, Inc. Page 18 1. CURRENT DRAW CALCULI POWER SUPPLY: PAD -4 9AMP EXTENDER #9I Project Name: Tukwila Village `DEVICE MODEL DEVICE TYPE ET7OHC Red Speakerstrobe STROBE CANDELA 30CD ET7OWP Speakerstrobe ET7OWP Speakerstrobe 115CD 115CD CURRENT (AMPS) Standby Alarm 0.092 Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX 0.300 0.300 ET7OWP Speakerstrobe 115CD 0.300 ET7OW Speakerstrobe 15CD 0.060 2 1 ET7OW Speakerstrobe 30CD 0.092 3 ET7OW Speakerstrobe 75CD 0.165 ET7OW Speakerstrobe 110CD 1 2 3 2 3 ET7OW Speakerstrobe STW Strobe 135CD 15CD 0.300 0.057 5 4 5 2 5 2 ADBH-11 Sounder Base 0.000 0.024 PAD -3 PS-24-8MC Power Supply Power Supply 0.000 0.080 0.006 0.240 AUXILIARY OUTPUT 1 \\ ; NOTE: All calculations utilize hom settings © the highest setting (largest draw) Flush 24vdc door holder [SDH -213] Standby 0.068 Alarm 0.068 Surface 24vdc door holder [SDH -3D] 0.068 0.068 Flush 24vdc door holder [SDH -4D] 0.068 0.068 Floor mount 24vdc door holder [SDH -5D] 0.068 0.068 Double floor mount door holder [SDH -6D] f �. 0.136 0.136 EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. 2.124 11.950 ' 0.901 1 2.067 1 0.000 Page 19 2. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village EXTENDER #91 Project #: 4401 SYSTEM INFORMATION & PROJECT THRESHOLDS 1 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS : VOLTS (min 16.0) EOL PERCENT DROP (max 20%) CK 1 14 AWG 230.00 3.07 2.124 r PASS 1.412 PASS 22.0 PASS ` 12.0% PASS CK 2 14 AWG 260.00 3.07 1.950 PASS 1.596 PASS 21.9 PASS 12.5% PASS CK 3 14 AWG 210.00 3.07 0.901 PASS . 1.289 PASS 23.8 PASS 4.6% PASS CK 4 14 AWG 220.00 3.07 2.067 PASS 1.351 PASS , 22.2 PASS 11.2% PASS AUX 14 AWG 0.00 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 7.042 I PASS 3.0 - 2.5 - 2.0 - co E 1.5 - a 1.0 - 0.5 - 0.0 2.124 1.950 0.901 2.067 0.000 CK 1 CK 2 CK 3 OUTPUTS CK 4 AUX 3. BATTERY SIZE CALCULATION STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> Extender circuit current-> 0.065 amp 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH Standby + Alarm Amp-Hrs-> 4.59 AH ALARM EXTENDER #9 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 7.042 amp <-Extender circuit current 12.042 amp <-Total Alarm Current: Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> EXTENDER 20% 5.51 AH 7.00 AH 152% 3.01 AH <-Alarm Amp-Hrs Required Siemens Industry, Inc. Page 20 1. CURRENT DRAW CALCUU POWER SUPPLY: PAD -4 9AMP EXTENDER #10I Project Name: Tukwila Village DEVICE MODEL DEVICE TYPE STROBE CANDELA CURRENT (AMPS) Standby Alarm ET7OHC Red Speakerstrobe 30CD 0.092 ET7OWP Speakerstrobe ET7OWP Speakerstrobe ET7OWP Speakerstrobe 115CD 115CD 115CD 0.300 0.300 0.300 ET7OW Speakerstrobe 15CD ET7OW Speakerstrobe ET7OW Speakerstrobe 30CD 75CD 0.060 0.092 0.165 Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX 4 2 ET7OW ET7OW Speakerstrobe Speakerstrobe STW Strobe 110CD 135CD 15CD 0.300 0.057 3 3 3 4 6 2 4 1 ADBH-11 Sounder Base 0.000 0.024 PAD -3 Power Supply 0.000 PS-24-8MC Power Supply 0.080 AUXILIARY OUTPUT 0.006 0.240 NOTE: All calculations utilize hom settings © the highest setting (largest draw) Flush 24vdc door holder [SDH -2D] Standby 0.068 Alarm 2 3 5 4 Surface 24vdc door holder [SDH -3D] Flush 24vdc door holder [SDH -4D] 0.068 0.068 Floor mount 24vdc door holder [SDH -5D] 0.068 Double floor mount door holder [SDH -6D] 0.136 0.068 0.136 :\\N \\\I\ 0.068 ww EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. \\ No 11.495 ' 2.304 ' 1.025 ' 2.124 ' 0.000 Page 21 i 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village EXTENDER #10I Project #: 4401 SYSTEM INFORMATION & PROJECT THRESHOLDS I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) ESTD CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS @ EOL (min 16.0) PERCENT DROP (max 20%) CK 1 14 AWG 200.00 3.07 1.495 PASS 1.228 PASS 23.2 PASS 7.3% PASS CK 2 14 AWG 220.00 3.07 2.304 PASS 1.351 PASS. 21.9 PASS 12.4% PASS CK 3 14 AWG 310.00 3.07 1.025 PASS 1.903 PASS 23.0 PASS 7.8% PASS CK 4 14 AWG 300.00 3.07 2.124 PASS 1.842 PASS 21.1 PASS 15.6% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 6.948 'PASS( 3.0 2.5 - 2.0 - rn a 2 1.5 - GE 1.0 - 0.5 - 0.0 2.304 1.495 t025 CK 1 CK 2 CK 3 OUTPUTS 2.124 0.000 CK 4 AUX 3. BATTERY SIZE CALCULATION STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> Extender circuit current-> 0.065 amp 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH ALARM EXTENDER #10 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 6.948 amp <-Extender circuit current 11.948 amp <-Total Alarm Current: 2.99 AH Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> 4.57 AH 20% 5.49 AH 1 7.00 AH EXTENDER 153% <-Alarm Amp-Hrs Required Siemens Industry, Inc. Page 22 1. CURRENT DRAW CALCULI POWER SUPPLY: PAD -4 9AMP Extender 11 Project Name: Tukwila Village ( 'DEVICE MODEL DEVICE TYPE ET7OHC Red ET7OWP Speakerstrobe Speakerstrobe STROBE CANDELA 30CD 115CD CURRENT (AMPS) Standby Alarm 0.092 0.300 Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT N2-1 N2-2 N2-3 N2-4 AUX 0 0 0 0 0 o 0 ET7OWP Speakerstrobe 115CD 0.300 0 0 0 ET7OWP ET7OHC Red ET7OW ET7OW Speakerstrobe Speakerstrobe Speakerstrobe Speakerstrobe 115CD 15CD 15CD 30CD 0.300 0.060 0.060 0.092 0 0 2 4 0 0 0 3 0 0 0 1 ET7OW ET7OW ET7OW STW Speakerstrobe Speakerstrobe Speakerstrobe Strobe 75CD 110CD 135CD 15CD 0.165 0.300 0.057 0 0 5 4 ADBH-11 PAD -3 PS-24-8MC Sounder Base Power Supply Power Supply AUXILIARY OUTPUT 0.00 0.00 0.08 0.024 0.006 0.24 0 0 5 4 NOTE: All calculations utilize horn settings © the highest setting (largest draw) Flush 24vdc door holder [SDH -2D] Standby 0.068 Alarm Surface 24vdc door holder [SDH -3D] 0.068 0.068 0.068 Flush 24vdc door holder [SDH -4D] 0.068 0.068 Floor mount 24vdc door holder [SDH -5D] 0.068 0.068 Double floor mount door holder [SDH -6D] `IZM 0.136 0.136 0.001 0.000 CURRENT DRAW PER CIRCUIT IN AMPERES: EXTENDER Siemens Industry, Inc. 0 0 1 0 5 // 3 A ,‘ 2.216 12.004 10.392 J 2.127 10.000 Page 3 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 Extender 111 I. SYSTEM INFORMATION & PROJECT THRESHOLDS - PAD -4 9AMP I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS @ EOL (min 16.0) PERCENT DROP (max 20%) N2-1 14 AWG 250.00 3.07 2.216 PASS 1.535 PASS 21.6 PASS 13.6% PASS N2-2 14 AWG 220.00 3.07 2.004 PASS 1.351 PASS 22.3 PASS 10.8% PASS N2-3 14 AWG 200.00 3.07 0.392 PASS 1.228 PASS 24.5 PASS 1.9% PASS N2-4 14 AWG 310.00 3.07 2.127 PASS 1.903 PASS 21.0 PASS 16.2% PASS AUX 0.00 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL EXTENDER CURRENT [AMPS]: 6.739 IPASS 3.0 2.5 - 2.0 - `., \ N 2 1.5 - 1.0 - 0.5 - 0.0 2.216 2.004 0.392 2.127 0.000 N2-1 N2-2 N2-3 OUTPUTS N2-4 AUX 3. BATTERY SIZE CALCULATION Extender 11 STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> Extender circuit current-> 0.065 amp 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> EXTENDER ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender internal current 6.739 amp <-Extender circuit current 11.739 amp <-Total Alarm Current: 4.52 AH 20% 5.42 AH 7.00 AH 155% 2.93 AH <-Alarm Amp-Hrs Required Siemens Industry, Inc. Page 4 1. CURRENT DRAW CALCULI POWER SUPPLY: PAD -4 9AMP Extender 121 Project Name: Tukwila Village 7 I\DEVICE MODEL ET7OHC Red DEVICE TYPE STROBE CANDELA Speakerstrobe ET7OHC Red ET7OHC Red Speakerstrobe Speakerstrobe 15CD 75CD 30CD CURRENT (AMPS) Standby Alarm Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX 0.092 0.165 0 0 0 0.092 ET7OHC Red STW ET7OW Speakerstrobe Strobe Speakerstrobe 135CD 15CD 15CD 0.300 ET7OW Speakerstrobe 30CD 0.057 0 0 0 0.060 0.092 1 ET7OW ET7OW Speakerstrobe Speakerstrobe 75CD 110CD 0.165 ET7OW Speakerstrobe 135CD 0.300 STW Strobe 15CD 0.057 1 0 0 0 0 0 0 ADBH-11 Sounder Base 0.000 PAD -3 Power Supply 0.000 0.024 0.006 PS-24-8MC Power Supply AUXILIARY OUTPUT 0.080 0.240 NOTE: All calculations utilize hom settings @ the highest setting (largest draw) Flush 24vdc door holder [SDH -213] Surface 24vdc door holder [SDH -3D1 Flush 24vdc door holder [SDH -4D] Floor mount 24vdc door holder [SDH -5D] Double floor mount door holder [SDH -6D] ''ZM Standby 0.068 0.068 0.068 0.068 0.136 0.001 Alarm 0.068 0.068 0.068 0.068 \ 0.136 0.000 EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. 10.300 ( 0.060 10.000 10.000 1 0.000 1 Page 5 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 Extender 121 SYSTEM INFORMATION & PROJECT THRESHOLDS , 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) ESTD CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS EOL (min 16.0) PERCENT DROP (max 20%) CKT 1 14 AWG 140.00 3.07 0.300 PASS 0.860 PASS 24.7 PASS 1.0% PASS CKT 2 14 AWG 220.00 3.07 0.060 PASS 1.351 PASS 24.9 PASS 0.3% PASS CKT3 14 AWG 0.00 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS CKT 4 14 AWG 0.00 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 0.360 I PASS f 1 f • 3.0 2.5 2.0 - 0.5 - 0.0 0.300 0.060 0.000 0.000 0.000 CKT 1 CKT 2 CKT3 OUTPUTS CKT 4 AUX 3. BATTERY SIZE CALCULATION STANDBY Standby Period in Hours-> 24 Hr Iintemal current-> Circuit current-> 0.065 amp 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH ALARM Extender 12 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 0.360 amp <-Extender circuit current 5.360 amp <-Total Alarm Current: 1.34 AH Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> EXTENDER 2.92 AH 20% 3.51 AH 7.00 AH 239% 1 <-Alarm Amp-Hrs Required Siemens Industry, Inc. Page 6 1. CURRENT DRAW CALCUL' POWER SUPPLY: PAD-4-CLSA 9AMP Extender 131 Project Name: Tukwila Village DEVICE MODEL DEVICE TYPE STROBE CANDELA ET7OWP Speakerstrobe ET7OWP Speakerstrobe ET7OWP Speakerstrobe ET7OWP Speakerstrobe 185CD 177CD 75CD 115CD CURRENT (AMPS) Standby Alarm Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX 0.420 0 0.420 0.138 0.300 0 0 ET7OHC Red Speakerstrobe 15CD 0.060 ET7OHC Red Speakerstrobe 30CD ET7OHC Red Speakerstrobe 135CD 0.092 0.300 0 /f( 0 0 0 0 0 STW Strobe 15CD ET7OW Speakerstrobe 15CD 0.057 0.060 4 0 ET7OW Speakerstrobe 30CD 0.092 4 ET7OW ET7OW Speakerstrobe Speakerstrobe 75CD 135CD 0.165 0.300 5 ADBH-11 PAD -3 PS-24-8MC Sounder Base Power Supply Power Supply 0.000 0.000 0.080 0.024 0.006 4 2 1 3 4 4 2 5 5 0.240 AUXILIARY OUTPUT NOTE: All calculations utilize hom settings t the highest setting (largest draw) Standby Alarm A. Flush 24vdc door holder [SDH -2D] Surface 24vdc door holder [SDH -3D] 0.068 0.068 0.068 0.068 Flush 24vdc door holder [SDH -40] 0.068 0.068 Floor mount 24vdc door holder [SDH -5D] 0.068 0.068 NI,,N Double floor mount door holder [SDH -6D] N'ZM 0.136 0.136 0.001 0.000 EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. ' 2.096 ' 2.276 1.982 10.841 ' 0.000 , Page 7 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 Extender 131 SYSTEM INFORMATION & PROJECT THRESHOLDS 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP)(max CKT. OHMS VOLTS EOL (min 16.0) - PERCENT DROP 20%) CKT 1 14 AWG 210.00 3.07 2.096 PASS 1.289 PASS 22.3 PASS 10.8% PASS CKT 2 14 AWG 230.00 3.07 2.276 PASS 1.412 PASS 21.8 PASS 12.9% PASS CKT 3 14 AWG 280.00 3.07 1.982 PASS 1.719 PASS 21.6 PASS 13.6% PASS CKT 4 14 AWG 120.00 3.07 0.841 PASS 0.737 PASS 24.4 PASS 2.5% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 7.195 I PASS 3.0 2.5 - 2.0 - rn 21.5 - a 1.0 - 0.5 - 0.0 2.096 CKT 1 2.276 CKT 2 1.982 CKT 3 OUTPUTS 0.841 CKT 4 0.000 AUX 3. BATTERY SIZE CALCULATION Extender 13 STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> Extender circuit current-> 0.065 amp 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> EXTENDER ALARM 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 7.195 amp <-Extender circuit current 12.195 amp <-Total Alarm Current: 3.05 AH <-Alarm Amp-Hrs Required 4.63 AH 20% 5.56 AH 7.00 AH 151% Siemens Industry, Inc. Page 8 1. CURRENT DRAW CALCULI POWER SUPPLY: PAD -4 9AMP Extender 141 Project Name: Tukwila Village 7 ,DEVICE MODEL DEVICE TYPE STROBE CANDELA CURRENT (AMPS) Standby Alarm ET7OHC Red Speakerstrobe 30CD 0.092 ET7OWP Speakerstrobe 115CD 0.300 Project #: 4401 APPLIANCE QUANTITIES PER CIRCUIT AUX ET7OWP Speakerstrobe 115CD 0.300 ET7OWP ET7OHC Red Speakerstrobe Speakerstrobe 115CD 15CD 0.300 0.060 STW Strobe 15CD 0.057 4 ET7OW ET7OW SpeakerStrobe SpeakerStrobe 135CD 30CD ET7OW ET7OWP Speakerstrobe SpeakerStrobe 15CD 75CD 0.300 5 4 5 0.092 0.060 0.138 STW Strobe 15CD 0.057 4 3 2 4 5 4 1 0 ADBH-11 Sounder Base 0.000 0.024 PAD -3 Power Supply 0.000 0.006 PS-24-8MC Power Supply AUXILIARY OUTPUT 0.080 0.240 NOTE: All calculations utilize hom settings the highest setting (largest draw) Standby Alarm 6 Flush 24vdc door holder [SDH -2D] 0.068 Surface 24vdc door holder [SDH -3D] 0.068 Flush 24vdc door holder [SDH -4D] Floor mount 24vdc door holder [SDH -5D] 0.068 0.068 Double floor mount door holder [SDH -6D] .ZM 0.136 0.001 0.068 NN 0.068 0.136 0.068 0.068 0.000 EXTENDER CURRENT DRAW PER CIRCUIT IN AMPERES: Siemens Industry, Inc. 1 2.096 ' 2.124 12.156 10.360 10.000 Page 9 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 Extender 141 ', SYSTEM INFORMATION & PROJECT THRESHOLDS I 3.00 amps Maximum Circuit Current Maximum Extender Capacity Nominal System Voltage Output Voltage Drop Threshold % 2.40 amps Max. Permitted Current Capacity Max. Permitted Extender Current Capacity Calculated Starting Voltage Minimum Voltage Threshold 9.00 amps 7.20 amps 24.0 Vdc 25.0 Vdc 20% 16.0 Vdc Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167°F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS I CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS EOL (min 16.0) PERCENT DROP (max 20%) CK 1 14 AWG 310.00 3.07 2.096 PASS 1.903 PASS 21.0 PASS 16.0% PASS CK 2 14 AWG 260.00 3.07 2.124 PASS 1.596 PASS 21.6 PASS 13.6% PASS CK 3 14 AWG 300.00 3.07 2.156 PASS 1.842 PASS 21.0 PASS 15.9% PASS CK 4 14 AWG 180.00 3.07 0.360 PASS 1.105 PASS' 24.6 PASS 1.6% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 6.736 1PASSI 3.0 2.5 - 0.5 - 0.0 2.096 2.124 2.156 0.360 0.000 CK 1 CK 2 CK 3 OUTPUTS CK 4 AUX 3. BATTERY SIZE CALCULATION STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> Extender circuit current-> 0.065 amp 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH ALARM Extender 14 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 6.736 amp <-Extender circuit current 11.736 amp <-Total Alarm Current: 2.93 AH <-Alarm Amp-Hrs Required Standby + Alarm Amp-Hrs-> 4.52 AH Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> EXTENDER 20% 5.42 AH 7.00 AH 155°% Siemens Industry, Inc. Page 10 1. CURRENT DRAW CALCULI POWER SUPPLY: PAD -4 9AMP Exxtender 151 Project Name: Tukwila Village Project #: 4401 /'DEVICE MODEL DEVICE TYPE STROBE CANDELA ET7OHC Red Speakerstrobe 30CD CURRENT (AMPS) Standby Alarm 0.092 APPLIANCE QUANTITIES PER CIRCUIT AUX ET7OWP Speakerstrobe 115CD ET7OWP Speakerstrobe 115CD ET7OWP Speakerstrobe 115CD 0.300 0.300 0.300 ET7OHC Red Speakerstrobe 15CD 0.060 STW Strobe 15CD ET7OW Speakerstrobe 135CD ET7OW Speakerstrobe 30CD ET7OWP Speakerstrobe 75CD 0.060 0.300 3 4 0.092 3 0.138 0 ET7OW Speakerstrobe ET7OW Speakerstrobe 15CD 75CD 0.060 0.165 ADBH-11 Sounder Base 0.000 0.024 1 2 1 0 0 0 PAD -3 Power Supply 0.000 0.006 PS-24-8MC Power Supply 0.080 0.240 AUXILIARY OUTPUT 2 4 2 0 0 NOTE: All calculations utilize hom settings c the highest setting (largest draw) Flush 24vdc door holder [SDH -2D] Surface 24vdc door holder [SDH -3D] Flush 24vdc door holder [SDH -40] Floor mount 24vdc door holder [SDH -5D] Double floor mount door holder [SDH -6D] Standby 0.068 0.068 0.068 0.068 0.136 0.001 Alarm 0.068 0.068 1 2 3 0.000 CURRENT DRAW PER CIRCUIT IN AMPERES: EXTENDER Siemens Industry, Inc. 11.656 10.752 ' 1.504 I 0.724 10.000 I Page 11 7 f 12. CURRENT LOAD & VOLTAGE DROP CALCULATIONS Project Name: Tukwila Village Project #: 4401 Exxtender 151 +, 5YS t EM INFORMATION & PROJECT THRESHOLDS I 3.00 amps Maximum Circuit Current 2.40 amps Max. Permitted Current Capacity 9.00 amps Maximum Extender Capacity 7.20 amps Max. Permitted Extender Current Capacity 24.0 Vdc Nominal System Voltage Output 25.0 Vdc Calculated Starting Voltage 20% Voltage Drop Threshold % 16.0 Vdc Minimum Voltage Threshold Standard Solid Copper Wire Resistance in Ohms per 1000 ft from NEC Chapter 9, Table 8 adjusted to: 167*F 18AWG= 7.77 16AWG= 4.89 14AWG= 3.07 12AWG= 1.93 CIRCUIT CALCULATION RESULTS CIRCUIT NUMBER SOLID WIRE (AWG) EST'D CKT LENGTH (FT) NEC OHMS (kFT) ALARM CURRENT (AMP) CKT. OHMS VOLTS @ EOL (min 16.0) PERCENT DROP (may 20%) CK 1 14 AWG 300.00 3.07 1.656 PASS 1.842 PASS 21.9 PASS 12.2% PASS CK 2 14 AWG 190.00 3.07 0.752 PASS 1.167 PASS 24.1 PASS 3.5% PASS Ck 3 14 AWG 200.00 3.07 1.504 PASS 1.228 PASS 23.2 PASS 7.4% PASS CK 4 14 AWG 140.00 3.07 0.724 PASS 0.860 PASS 24.4 PASS 2.5% PASS AUX 14 AWG 3.07 0.000 PASS 0.000 PASS 25.0 PASS 0.0% PASS TOTAL PAD -3 CURRENT [AMPS]: 4.636 IPASSI 3.0 - 2.5 - 0.5 - 0.0 1.656 0.752 CK 1 CK 2 3. BATTERY SIZE CALCULATION 1.504 Ck 3 OUTPUTS 0.724 CK 4 0.000 AUX STANDBY Standby Period in Hours-> 24 Hr Extender intemal current-> Extender circuit current-> 0.065 amp 0.001 amp Total Standby Current -> 0.066 amp Standby Amp-Hrs Required-> 1.58 AH Standby + Alarm Amp-Hrs-> Multiplied by the De -rating Factory -> Minimum Battery Amp-Hrs Required-> Actual Battery Size-> Battery Safety Factor-> EXTENDER ALARM Exxtender 15 15 Min <-Alarm Period in Minutes 5.000 amp <-Extender intemal current 4.636 amp <-Extender circuit current 9.636 amp <-Total Alarm Current: 2.41 AH <-Alarm Amp-Hrs Required 3.99 AH 20% 4.79 AH I 7.00 AH I 175% Siemens Industry, Inc. Page 12 FIRFFIGHTER CONTROL PANEL OPERATIONAL NOTES ® SYSTEM NORMAL 2 STAIR SHAFTS ARE PROVIDED WITH PRESSURIZATION FANS ACTIVATED BY SPRINKLER WATER FLOW OR FIRE ALARM WITHIN BUILDING ELEVATOR, YOU ARE HEREt. EIE�AT,Rp �� DISABLE //jj�\ j`� ENABLE �i CORRIDOR SMOKE ` HEAT NEAT DETECTOR TUKWILA VILLAGE BLDG. E 4450 SOUTH 144TH STREET POWER ON LAMP TEST KEY ENABLE MANUAL STATION POWER DISCONNECT DAMPER CLOSED FAULT TU KW I LA, WA CORRIDOR SUPPLY AUTO O� G, 00. ROOF 98188 STAIRWELL PRESSURIZATION FAN 1 FAN AUTO OFF ON 1 R1 0 6 "�/ 0 FAULT ON OPEN G CLOOED 1 �\ )II OFF ; OO FAULT MOTORIZED R 4 CLOSE �/ AUTO ELEVATOR 1 VENT CORRIDOR EXHAUST AUTO (IT. DN OFF ,TA;PvLE,� FAN 1 of . . FAULT ll LL CORRIDOR SUPPLY ON,�)/)\J� oN CORRIDOR FAN 2 EXHAUST AUT, AUTO �/ or � G R OFF FAULT ON OFF FAN 2 0, 0 Four MOTORIZED A OPEN G !lJ) 0106E vorCO \� AUTO 0 ELEVATOR 2 VENT STAIRWELL PRESSURIZATION ® oN 2 FAN AUTO o ® ® OFF FAULT G OPEN CL06ED ROOF 5TH FLOOR COj(RR'RRIIIDOR DAMPER (E..i) AUTO ® F CORRIDOR SMOKE wA Eg0.Dw GOjpR^—RLIOOR DAMPER CORRIDOR DAMPER V UTO O O AUTO V Z. ��J/CLOSED 0.OS����JJ// CORRIDOR DA}(M-�-PEER EN ® AUTO V aD6ED ��r— 5TH FLOOR 5TH 4Th FLOOR CORRIDOR DAMPER OPEN G i AUTO ® CLOSED = MANUAL PULL t CORRIDOR SMOKE c WATERFLOw -22 CORRIDOR DAMPER CORRIDOR DAMPER ,(o�L OPEN G . G OPEN AA ( > AUTO ® ® AUTO ( . CLD6ED CLOSED CORRIDOR DAMPER G OPEN �(-�1 ® AUTO (B..A) CLp6EO\\\�JJ// 4TH FLOOR 3RD FLOOR CORRIDOR DAPPER �(�L OPEN G CLOSED = MANUAL PULL - WATERFLOW CORRIDOR DAMPER CORRIDOR ,,1((1����� OPEN G G OPEN II CLOSED CLOSED CORRIDOR DAMPER G OPEN ,(��-), ® AUTD 4 CLOSED 3RD FLOOR 2ND FLOOR F CORRIDOR DAMPER ,(��L OPEN G ZZZZ F. OKE "2 ::: G CORRIDOR DAMPER CORRIDOR DAMPER O ® ��// CLOSED CLOSED j CORRIDOR DAMPER (M�® !0`J) CL06ED��� 1 2ND FLOOR 1ST FLOOR CORRIDOR SMOKE .. wATERFLOw GARAGE EXHAUST oFF; FAN ADT° G 1ST FLOOR __ MANUAL PULL CORRIDOR SMOKE WATEAROW 1" Y' •. -�_ Al .., �'�. STAIRWELL 1 STAIRWELL2 auo©ao©o MN'•.IIIt11,111P6,cOT LEGEND: ORANGE = EVACUATION BLUE = FIRE FIGHTER PHONES — GREEN = FIRE ALARM SYSTEM GREY = NOTIFICATION CIRCUIT 1 A.5 1 B.2 7-- B.6 C.4 (D_ EG) ( 1) C3 ) 7:117):; a.f`4•",*4 4t.-. O Without Comments sfiC As Noted in Red Per The Attached Letter These,plms have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City Titandards. Acceptance is subject to errors and omons which do not authorize violations of adopted riarcis and ordinances. The responsibility for the (2Liacy of design rests totally with the deSigner. .1-iltions, deletions or revisions to these drawings after th date will void this acceptance and will require a ubmittal of revised drawings for subsequent approval. Hnai acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. DateLLEj- Pe r ic.,(1411 vok-4;cc,k-to,, Uke‘.A.k.S (We- 5(?e410/.5 TUKWILA FRE DEPARTMENT' •••'i‘easz c77:!i 21,-575-1407 and th:s riN3 Panriii: No. ....••••••••••0 for shut-, approval. • 5 NOTICE compl,?ted, signed, Tukwila Fire Department Pre-test Certificate must he presented to the fnsoector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result In a Re -inspection Fee and trmination of the testing ( TO FAP r a - . 1TI 11E,', - , T- I 15-11 , ! v------ J1 il i if l ) fi fi) 1 : Cl .i. _ • „,---\\,./ RESIDENT LOBBY 71— ( ANN1 FP,Cp 1 I R F 15 OFFICE /1 UP TO SMOKI 0 LOBBY LOUNGE L STAIR 3 2 TO FIRE RICAL COMMRM 11 MAIL ROOM -1F-11 1_J , MACH. RM. UP UP TO FIRE COMMAND ROOM // UP 1 [TO NAC 2 30 2 BED -M 11.1 15 it El - P 135 -iL I (11 •;. /15 _0 ([r> It L ---= I • J I " UP 'r 2 BED -M GARAGE ) LOBBY 1 ®,/ EOL N'\\\ UP \ Td FIRE COMMAND ROOM P141 \ 7 \, TRASH RM \ \ COMMERCIAL 1 C003 [F COMMERCIAL 2 /475 /75 EOL NEIGHBORHOOD POLICE RESOURCE CENTER COO 1 C I I _ '1 1 7 I / (7& 1 L J 1, ( --- 5 f UP 115 WP 7)",•.-44-rf,'717 EOL 1 1 if 2 BED -M \\/15 !ci _ 11_1_ 11IID HI10 01 30 JAUP 135 \rij I TO NAQ 2 ‘, r„.ID L --ef 'flr -f-, 7_,,,7_, -77) -If .:ITC-Tta I I 5 s - 30 r ORRIDOR 1 EOL c 7 • - \- \ s \ \ \ • '*\ \—• 115 I \ \ 11:5 1,,\\ Ejoi17/ t\\ \‘' \ Da -COMMAND -ROOM— --- UPJ 1111. STAIR 1 \ 7/77 COMPACT P 7177/7 115 1 t . PARKING GARAGE COMPACT COMPACT , COMPACT 115 WP \ \-\ \ \ \ , \ 7,‘ c_\\ \\ \L 7\\ COMPACT ( 4.2 ) COMPACT 71 7 L. 2 BED -M ,,135 1 h ' 1 -11UP 1 L STAIR 4 1 FIRE COMMAND SPRINKLER/ —BOILER TO FIRE FSCS FFP ELEC. COMM. RM. TO FIRE COMMAN ROOM tfl \ /15 , 2 BED -M 1/ L "ff_T r - 115WP 7 115WP 115WP LJ 7/ 15 LOBBY ; 71 \ \ \-\ \ 7 FROM NAC 1 B.3 B.6 115WP 1 1 115r:IWP 1 1 I/ FROM NAC 1 FROM NAC 1 1 r \\\-\\ TO -FIRE\ 01\kklAND 60191\ i -P i1 Li 1 - A - D L I ( 4.7 ) / LEVEL 1 ARE ALARM PLAN SCALE: 3/32"=1 '-0" ( 5.5 ) (5.8) 1i I I 1, - _ GENERATOR RM mg Vi STAIR 2 , I 11211 C.4 _2) PAID PAR 2 210 • TUKWILA FIRE zvm- 0/ ,99r REVIEW SUBMITTAL CROSS ENGINEERS, INC Wf,NAMWA\X\ 6509 6th Avenue 'VMWAWMWON 11111' FIRE ALARM PLAN REVISIONS: SCALE: AS NOTED DATE: 2-27-18 DRAWN BJE CHECKED BY: SLH/GLW SHEET F100 JOB NO.: 16-072 OF LEGEND: ORANGE = EVACUATION BLUE = FIRE FIGHTER PHONES GREEN = FIRE ALARM SYSTEM GREY = NOTIFICATION CIRCUIT A.5 1B• .2` B• .6 - C• A (G) -o.I-.--- 11 11 - / B.3 \15 -IC it --- STOR. STOR. STOR. \\ FIFO O f -11 LI SLA ofi. A [-_,Q L\ I \ �.� .MEDIA -RM Lvp UPI —�� EOL \.___9/,m STOR. / ��-f--- - STOR. STOR. STOR. r la - DN t / - �f % \: �J (' 1I / 15 / TO FIRE COMMAND ROOM i B.3 B.6 MECH. TO NAC 3 75 EOL C DOW// C.4 TONAC3Y 177 177 ® WP C v /1 C MEZZ. GARAGE TO FIRE COMMAND 185 , W 1/ C Q (E) 1 UP UP 1 T,II i', 1Iii�I��' II'�, 'll�f ITji i I (i -- ll ill lid I STAIR 1' . Q DNl ' D N 3 MEZZANINE FIRE ALARM PLAN SCALE: 3/32"=1'-0" D D N REVIEW SUBMITTAL CROSS ENGINEERS, INC VSTMMEM Phone: (253) 759-0118 6509 6th Avenue 9 Job Number: Q 0 Q —J w LL w z w REVISIONS: SCALE: AS NOTED DATE: 2-27-18 DRAWN BY: JAE CHECKED BY: SLH/GLW SHEET F101 JOB NO.: 16-072 OF LEGEND: ORANGE = EVACUATION BLUE = FIRE FIGHTER PHONES GREEN = FIRE ALARM SYSTEM GREY = NOTIFICATION CIRCUIT �FJ 2 BED-D_wd 226 I , �ml/t1n1 r � 1 BED -A L 135 -I B.3 135- LTJ 135 r TO NAC 5 CORRIDOR L 1 BED -C1 d i1 I 2 BED-E1_d 1 230 7- �I v �� I,I � II 135 a NJ i i 1 II /2 1 EOL 135 135 STOR. 30 15) 5 1 BED -C3 wd s 234 STAIR 11( DN DN _lli11L._i11ll1;i1Li1.J1 3 LEVEL 2 FIRE ALARM PLAN SCALE: 3/32"=1'-0" �ll1 J Im:: I1 W]11111 1i Ill 1PI1ULlliIILL1WJJ I)11ll11L111W1u ILLIL111111111111L1111L1IdallILLa ( 5.8 ) UP TO LEVEL 3 7-i W IL DN DN DN 0 REVIEW SUBMITTAL CROSS ENGINEERS, INC CO O O) ti M CV c 0 -c 0 6509 6th Avenue N ti O (O r G) .o E z .o O w 0 -� 0 6 §.1111 Din J � D 1 LEVEL 2 FIRE ALARM PLAN REVISIONS: SCALE: AS NOTED DATE: 2-27-18 DRAWN JAE CHECKED BY: SLH/GLW SHEET F102 JOB NO.: 16-072 OF (PO (D LEGEND: ORANGE = EVACUATION BLUE = FIRE FIGHTER PHONES GREEN = FIRE ALARM SYSTEM GREY = NOTIFICATION CIRCUIT rl 2 BED-D_wd 326 30 II - 1 BED -A w 324 1/ 135 135 !/ 11=-=- 1 BED -C 1 BED -A1 322 15 <S:> EOL 30 TO 'I NAC 8 L 1 C 30 1/ q-�-- --If 30 134 2 BED -D wd 135 ' 8 ELEC. /1 1)�I 15 tJ 2 BED -E1 15 UP S1 � I'r;3 Th_--t+t....JJ 11 320 13( 135 --- ( --- 1LI _ 11 wdli-( C = LJJ w- 1 BED -A1 1 1 1 J ID ���A] _ 15\/��/.�� _> 316 ,j1/,_\_______(_— /1\ � If L — J)1 11i"I CORRIDOR G 135 EOL 135 15 tori TO NAC 8 1 BED -B EOL - -- TO NAC 7 (§) 1 BED -C 314 -_ 1 BED-A1ir 1=-1 312 JANITOR =�1 Q-4 r-( ]'1 1 15\ (Si tt TO FIRE COMM. RM. 15 1—/ 15/ \ �! 1 BED -A r��"x-111 321 1.- �rtj15 � 15\0-1 1�-// \ �� ! / \ > 2 BED -E d EQL111 (1 /J r-11 317 cp_at 17 z ;i__11 1 BED -A d 315 4I 1 BED -C d 313 it 1 BED -A -Hkc ��?\15 115 311 30 30 EOL 30 135-_. _.__ r - 1/ L -,r 30 TO NAC 61 -135 30 30 ��7r-- —tr 135 n 2 BED -E1 30 a 1 BED -C d wd L 2 BED -E1 2 BED -E d (s) ---1� / : , 0 1 BED -C3 wd A 334 1 i UP UP Lui�`1 11' dlLrflhliJJtlul !i:Jliu 121 2 BED -E d DN DN LEVEL 3 FIRE ALARM PLAN SCALE: 3/32"=l'-0" DOWN TO LEVEL 2 DN DN REVIEW SUBMITTAL CROSS ENGINEERS, INC \111 xx lx \RUQ 6509 6th Avenue c.1 N ti 0 0 GI E z 0 O 0 o co rn «i E H E 8 a) c a) w 2 0 .0 Z 0 2 ce LL M J LL! J REVISIONS: SCALE: AS NOTED DATE: 2-27-18 DRAWN BY: JAE CHECKED BY: SLH/GLW SHEET F103 JOB NO.: 16-072 OF LEGEND: ORANGE = EVACUATION BLUE = FIRE FIGHTER PHONES GREEN = FIRE ALARM SYSTEM GREY = NOTIFICATION CIRCUIT B.2, 2 BED -D wd"fil�_ _fh 426 -111 I 1/ 1BED-Aw A 3 135 L -O\)115�� (CJ% 15\L/ /0 1 BED -C ,r 2 BED -D wd 15 G______. ,,._. _� 151- 135 1_- tee- LDRY 1 30 0 �4 10 ,J. ELEC.,-.- rr UP UP:L _ f �I '', �!; ��, 1) o- 1 �.�, .v___- 15/ \ TRASH RM (r L, &-r 1 TO NAC 10 I1 I ( - 30 135 L L -A-/V\/- EOL 135 L // 1 BED -A1% \ /15 i\ U_oLL— TO NAC 10 — 422 '15 135' 13 (. >'jrJ� 2 BED -E1 % �� .-�'�_ - I -[ 2 BED -E1 wd i— (� 420 418 1 I= 1, JrI (lip:. Ion` —' \ /15 L --- L 5' ITO I 1 NAC 10 ri 1 L117 ' 77J 1 BED Al 15\/ ..., Ili( Q 15 1 CORRIDOR 1 BED -A1 412 �1 1 ' a'Ll1�I UP Ii I - fi STOR. i 1 BED -C 414 1 r -.1 -6 . 1 .> �I — -_ r \15 15/ \ 1 1 �(7 -- - 2 BED-E_d 417 _ T1 tt 1 BED -A_. 154 415 71 r A -- _ CrL u 1 I _`� ` r I�. �F J 1 1 BED -A >_ 1-1\ 15 411 )cs Li 1.. �(i1 1.1 l�i: fl 15/ \ \I/15 TO FIRE -- - COMM. RM. /vw- 15 EOL DNS DN UM I CC �� LJ 71, P o N TO NAC 11 �f 1 BED -C1 407 11 II/ _l 30 30 1 BED -B 2 BED -E1 423 1/ 135 30 2 BED -E d wd_A 419 135 •-- 135 EOL 135 2 BED -E1 Cs) EOL 135 L 1-- TO NAC 9 1 BED -C d wd_A tT 429 1 135 ll1 2 BED-E_d 431 30 1 BED -C3 w 135 ( UP F r" II All 5;0'1 fi II P 5 ' 1 r 1 STAIR 11 135 1 DN I I DN IL EOL _=- UP 1 BED -Cl wd 401 STAIR 2 DN I I DN LEVEL 4 FIRE ALARM PLAN SCALE: 3/32"=1-0" REVIEW SUBMITTAL CROSS ENGINEERS, INC VEZZIZZEZ 6509 6th Avenue 8 co C rn a9 E C U m c LEVEL 4 FIRE ALARM PLAN REVISIONS: SCALE: AS NOTED DATE: 2-27-18 DRAWN JAE CHECKED BY: SLH/GLW SHEET F104 JOB NO.: 16-072 OF LEGEND: ORANGE = EVACUATION BLUE = FIRE FIGHTER PHONES GREEN = FIRE ALARM SYSTEM GREY = NOTIFICATION CIRCUIT �1 1 BED -A w _30 1/ ,1 Lo 135 FL - /SUNROOM 526 /15 1 BED -C >>-- 1 BED -A1 522 Err 135 TO NAC 14 L� ri TO NAC 15 135 3>____ �w U 15 0 30 /1 EOL 135 135 135 135 30 11 30 0 1, L` 135 135 l[ \ /15 m 11 2 BED -E1 520 2 BED -E1 518 rr wd %,/F 1 BED -A1 15 15 516 fi L �_i co -- I/ J RIM DN �r L 15 TO NAC 14 15 1 BED -C 1 1 r It J 15 30 Aivv EOL I 1 BED -A1 9 1 Dig R `I f 512 15 \ / ) JANITOR —� ��,' CORRIDOR 514 m EOL SII /,1i=i)-1-')-1 1 BED -A 2 BED -E 515 iN 15 1 BED -C 513 1 BED -A 511 15 431 1 BED -C1 {:i13 1 BED -B 30 135-1 1 BED -B 523 135 30 30 135 135 135 135 135 2 BED -E wd 519 30 1/ 135 L TO NAC 15 ti 30 S 532 1 11 2 BED -E 2 BED -E EOL 15 EOL 534 1 STAIR 1 121 DN DN 135 EOL STAIR 2 L, LEVEL 5 FIRE ALARM PLAN DN DN REVIEW SUBMITTAL CROSS ENGINEERS, INC GO FD 01) co to ma) O i• n 8 co In CO 115 LEVEL 5 FIRE ALARM PLAN REVISIONS: SCALE: AS NOTED DATE: 2-27-18 DRAWN BY: JAE CHECKED BY: SLH/GLW SHEET F105 JOB NO.: 16-072 OF LEGEND: ORANGE = EVACUATION BLUE = FIRE FIGHTER PHONES GREEN = FIRE ALARM SYSTEM GREY = NOTIFICATION CIRCUIT ON, - FAN RIM I/M OPEN, CLOSED VENT FAN, AUTO, ON, OFF Lwim J. -..L VENT OPEN, um � _I ClCff1J0 "I LEVATOR 1 VENT BRIM AIM, M, OPEN, CL I)SED EXHAUST/RETURN AIR ELEVATOR 2 VENT --� EXHAUST/RETURN AIR 0 - SUPPLY AIR ELIEC TRICA_ SHAFT CABLINIG TO FSCP THROUGH 2 HOUR RATED ASSEMBLY �-- PRESSURIZATION FAN STAIRWELL 1 ON, AUTO, iwM OFF FAN OPEN, CLOSED VENT I/M ROOF FIRE ALARM PLAN SCALE: 3/32"=1'-0" „. AUTO, ON, R/M OF F FAN 121 AUTO, O, ON, OPEN, OFF FAN CLOSED I VENT SUPPLY AIR - OPEN, CLOSED yJENT FAN ON, AUTO, OFF RIM UM ENT OPEN, 0NSED PRESSURIZATION FAN STAIRWELL 2 J REVIEW SUBMITTAL CROSS ENGINEERS, INC co Qo to i:#7; t CNI N � • Z O ,p -C 6509 6th Avenue w 44CJ w O 6 J 'J I— LEVEL 5 POWER PLAN REVISIONS: SCALE: AS NOTED DATE: 2-27-18 DRAWN JAE CHECKED BY: SLH/GLW SHEET F106 JOB NO.: 16-072 OF ROOF LEVEL 5 LEVEL 4 LEVEL 3 © © © © © © © © © 0 © © © © © © 0 LEVEL 2 MEZZANINE LEVEL 1 IA GI GI 11 la El// R/M // R!M DATA RISER NO SCALE OSP FA EVAC FFP FSCS EOL FIRE SYMBOLS LEGEND: SMOKE DETECTOR. P = PHOTOELECTRIC HEAT DETCTOR. 110 VOLT (NOT PART OF SYSTEM). FIRE ALARM CONTROL PANEL VOICE EVACUATION SYSTEM (EVAC.) FIREFIGHTER PHONE SYSTEM SMOKE CONTROL SYSTEM REMOTE ANNUNICATOR COMBINATION SPEAKER/STROBE. SUBSCRIPT INDICATES CANDELA LEVEL AUXILIARY PANEL AIM AUXILIARY INPUT MODULE RM RELAY MODULE nBELL El 110V DOOR HOLD OPEN wp WEATHERPROOF WF WATER FLOW rs TAMPER SWITCH COMBINATION HORN/STROBE. SUBSCRIPT INDICATES CANDELA LEVEL -- NAC CIRCUIT 14/2 FPLR LOW-FRQUENCY HORN/STROBE. SUBSCRIPT INDICATES CANDELA LEVEL --/' DATA CIRCUIT 16/2 FPLR STROBE LIGHT. SUBSCRIPT INDICATES CANDELA LEVEL -//rf- ANNUNCIATOR 16/4 FPLR END OF LINE DEVICE -#--- SMOKE CONTROL WIRING TO BE INSIDE 2 HOUR FIRE RATED ENCLOSURE. Q PULL STATION REVIEW SUBMITTAL _ maw Nw Residential' CROSS ENGINEERS, INC 6509 6th Avenue Phone: (253) 759-0118 Tacoma, WA 98406 Job Number: 16-072 info@crossengineers.com Sof Nt, Axwammumm I } 11 tt1 tj: FIRE ALARM RISER SCALE: AS NOTED DATE: 2-27-18 SHEET F200 DRAWN BY: JAE CHECKED BY: SLH/GLW JOB NO.: 16-072 OF - - LEVEL 3 LEVEL 2 MEZZANINE LEVEL 1 PAD4 8 5895XL PAD4 7 5895XL N N 15 15 w 30 _ 135 15 135 _ 30 _ 135 _ 15 135 30 135 15 w 135 1.1., 15 _ 135 30 _ 135 135 30 _ 135 15 15 #•• ly/ ►y1 /�1 1�1.. ►yl L-9 • • 1_115 ►_' 30 135 15 30 15 1:1 1�1.. ,• 15 PAD4 6 5895XL • ►y/ 15 135 ►yl 15 15 15 15 135 30 ELI _1135 30 i _ 135 _ 30 135 888 30 135_ 135 w 30 135 15 ►;.1 1 ' ►yl ►yl • EOL EOL EOL 135 30 15_ 135 _ 30 _ 135 15 30 _ 135 15 • lyl . 1�1, 1� 0 0 1,;.1 �• iVsAr EOL 15 15 15 135 30 135 15 15 30 135 ►yl ►yl 15 ►,1 15 135 30 Izi$145 EDL 135 30 135 30 15 15_ 135 30 ►moi 0 0 15 ko _135 _30 _135 _15 _135 _30 _135 30 1;1 11,. 135 15 15 15 15 15 _ 135 30 135 _ 30 _ 135 135 Jvor EOL 15 15 30 15 135 15 135 30 135 30 135 15 15 135 30 `. ►„/ • ►"/ 46. t / ►''1 1' ►tel • • (,'`1 ►1 PAD4 5 5895XL 15 15 135 15 30 AAA, EOL E▪ OL 135 75 30 135 30 135 15 15 135 30 75 30 ._ 135 15 .15 1;.1. 15 15 PAD4 4 5895XL PAD4 3 5895XL N • WP 135 _ 30 _ 15 135 30 135 15 135 30 135 ►yl ►yl 1,.1 ►y1 ti ►,.1 ►yi � ►ti ., 15 135 135 30 30 75 135 15 15 /;1 ►i/ 1-1 ` 1' 1 ` 1`I WP 30 30 15 150 135 w 30 w 75 _ 0 0 ., ESI WPP ►�1'° 30 30 135 15 15 135 30 30 ►yl ►yl ►�I" 135 15 15 30 135 135 30 ►_' 135 15 15 15 15 1 15 135 30 135 ed 135 15 15 • 0:411 EOL 0� WP EOL EOL Jvor EOL 30 15 _ 135 135 30 135 135 ►;1 ►rl 1/ ° ►;1 15 15 15 15 75 15 15 1�1 1�/tt ►`L ►�/.w ►�I WP 1 ` - ►j1 15 15 135 30 135 15 .^4, EOL -N- PAD4 2 5895XL 15 135 .—.30 •MM EOL 135 30 135 15 J1NNr EOL 7 214 isid lzi l4,_211:: 5 177 177 185 5 ,vv, C C C � EOL EOL PAD4 1 5895XL 15 30 15 135 30 .15 N ' FACP 5820XLS N 15 15 135 135 135 N 135 N iVOr EOL 15 75_ 75 _ 15 ril _ 75 _ 75 AnAr EOL 141.115 {41. 115 IC7115 _i 115 .;_- 115 4 J 0 WP C WP C WP C WP C WP C 15 115 115 115 Ir. 115 115 -"VW wp C wp C wp C Wp C wp C wp C EOL I X115„ X115 , X115„ X115 X115 X115 i MM wp C wp C wp C wp C wp C wp C EOL 14L� 141:5_ 14115 ., 107115 ,. X15 15 1 141 15 . 071. O FSCS ANN JoAr EOL 30 15 J vor EOL EOL JNV1r EOL AAAr EOL EOL Jvor EOL Jvvsr EOL LEVEL 5 LEVEL 4 LEVEL 3 FIRE ALARM RISER NO SCALE PAD4 15 5895XL 15 135 30 15 135 30 135 15 135 30 PAD4 14 5895XL --N-- PAD4 13 5895XL 135 30 135 15 ,NA, EOL 135 30 135 15 15 135 30 135 1;1 /;1 • • / r1 ►;l ►;/ 15 15 15 30 135 30 15 .MM EOL 30 15 .135 _ 135 _ 30 15 ►/PA741 0,;44. EOL _30 _135 15 15 E▪ OL 135 30 135 F45 El 11 15 135 30 135 15 15 135 30 135 30 135 8 8 8 8 • • ►;1 ►tel ►.i ►�� ►; l 135 30 1;.1 ►yl w ►;./ PAD4 12 5895XL 135 15 15135 _ 8 30 30 135 • • 8888 8 15 15 15 1515 15 AAA,. EOL 30 15 _ 135 15 • ►;.Iv • 15 15 135 15 ►yi 15 15 15 _ 135 30 135 _ 30 135 15 15 ►moi , 0 0 1;.1 15 15_ 30 _ 135 _ 135 _ 30 8 ►;1 1;1 11135 111 so /3 15 135 30 135 30 1,71 ►1 135 15 30 135 1i/ ►�/ 135 15 15 _135 _30 _15 _135 15 135 30 30 135 ,MM EOL 135 PAD4 11 5895XL EOL 30 15 30 11� 135 135 15 15 15 1 X135„ 030 O ►_4 EOL 15 EO• L avor LO 15 15 EOL EOL 135 30 135 _ 30 15 _ 135 _ 30 _ 135 15 15 _ 135 w 30 w 15 135 30_ 135 _ 135 EFA. 30 lir 135 1 I ►;.4 ►;.1, ►FI ►,.1 15 15 135 15 135 _ 30 _ 30 _ 135 _ 135 _ 30 _ 135 1,11 /;.1 111 0 0 0 PAD4 10 15 • 15 15 15 15 _15 15 30 135 _30 15 _135 15 135 Nor EOL EOL ►1115 G./15 1`115 30 . 135 15 15 ►_1135 1_130 � 135 135 30 _.135 15� 15 _.135 i i 5895XL 30 30 135 15 135 30 30 PAD4 9 5895XL �1NM EOL 15 135 30 T 135 15 15 135 30 135 30 _.135 15 15 15 i • EOL _ 15 15 1;.1{Fal 135 30 _ 30 135 15 135 30 135 15 135 30 135 15 15 ►�I a 11 11 11 1�1. 111 11 15 135 135 30 1�1 0:1 ►�1° 1A1 FAA' 1�1 ►�1.. 135 15 15 135 30 4.41....A4,8Hz4_,H214_,Hsii....0_0135 30 135 15 EOL FIRE SYMBOLS LEGEND: ® SMOKE DETECTOR. P = PHOTOELECTRIC P ® HEAT DETCTOR. 110 VOLT (NOT PART OF SYSTEM). (l FIRE ALARM CONTROL PANEL FFP EOL EOL 0 Amp EOL EOL EOL AD AUXILIARY PANEL AIM AUXILIARY INPUT MODULE RM RELAY MODULE VOICE EVACUATION SYSTEM (EVAC.) n BELL FIREFIGHTER PHONE SYSTEM Ei 110V DOOR HOLD OPEN SMOKE CONTROL SYSTEM Wp WEATHERPROOF 1:1 WATER FLOW El TAMPER SWITCH --- NAC CIRCUIT 14/2 FPLR --- DATA CIRCUIT 16/2 FPLR /1/1 ANNUNCIATOR 16/4 FPLR END OF LINE DEVICE it SMOKE CONTROL WIRING TO BE INSIDE 2 HOUR FIRE RATED ENCLOSURE. ANN REMOTE ANNUNICATOR xx /1 COMBINATION SPEAKER/STROBE. SUBSCRIPT INDICATES CANDELA LEVEL COMBINATION HORN/STROBE. SUBSCRIPT INDICATES CANDELA LEVEL xx LOW-FRQUENCY HORN/STROBE. SUBSCRIPT INDICATES CANDELA LEVEL ,T,‘ STROBE LIGHT. SUBSCRIPT INDICATES CANDELA LEVEL EOL El PULL STATION REVIEW SUBMITTAL l antsi r iai in -RGREEN �- „ t& Ind sinal E.. LE C ?` Rlrs410 41f mi.' CROSS ENGINEERS, INC 6509 6th Avenue Phone: (253) 759-0118 Tacoma, WA 98406 Job Number: 16-072 info@crossengineers.com f ti AUNN MN NW AN N\ �kr4, FIRE ALARM RISER SCALE: AS NOTED DATE: 2-27-18 SHEET . F201 DRAWN BY: JAE CHECKED BY: SLH/GLW JOB NO.: 16-072 OF - - NOTES: 0 UPON ACTIVATION FLOOR ABOVE AND FLOOR BELOW MOTORIZED DAMPER WILL CLOSE. ROOF STAIR #1 STAIRWELL PRES. SUPPLY FAN AIR STAIR #2 STAIRWELL EXHAUST PRES. FAN FAN LEVEL 5 SMOKE CONTROL SPREAD SHEET CROSS ENGINEERS, INC SMOKE ACTIVATE NAC'S RECALL ELEVATOR PRIMARY FLOOR PRESSURIZE STAIRWELL 1,2 ACTIVATE ELEVATOR LOUVER RECALL ELEVATOR SECONDARY FLOOR RELEASE DOOR MAGS ON/OFF SUPPLY AIR - FLOOR ABOVE ON/OFF SUPPLY AIR - FLOOR BELOW ON/OFF RETURN AIR - FIRE FLOOR ON/OFF RETURN AIR - FLOOR ABOVE ON/OFF RETURN AIR - FLOOR BELOW MONITORING RECEIVE ALARM MONITOR RECEIVE SUPERVISOR MONITOR RECEIVE TREBLE FAP VISUAL & AUDIBLE INDICATOR ACTIVATED EXHAUST FAN - GARAGE PRESSURIZE AREA SMOKE DETECTOR X X X LEVEL 3 REVISIONS: X SCALE: AS NOTED CLOSED FIRE DAMPER FLOOR OPEN J DAMPER DRAWN BY: JAE X JOB NO.: 16-072 LEVEL 2 X ELEVATOR MACHINE ROOM SMOKE DETECTOR X X X X X OPEN DAMPER NORMAL OPERATION MEZZANINE X 3 HOUR RATED CEILING X LEVEL 1 ELEVATOR SHAFT SMOKE DETECTOR X X X X X X X X X X X X X SMOKE DETECTOR ELEVATOR LOBBY P-1 X X X X X X X SMOKE DETECTOR ELEVATOR LOBBY LEVEL 1 SMOKE DETECTOR ELEVATOR LOBBY MEZZANINE X X X X X X SMOKE DETECTOR ELEVATOR LOBBY LEVEL 2 X X X X X X SMOKE DETECTOR ELEVATOR LOBBY LEVEL 3 X X X X X X SMOKE DETECTOR ELEVATOR LOBBY LEVEL 4 X X X X X X X X X X X X SMOKE DETECTOR ELEVATOR LOBBY LEVEL 5 SMOKE DETECTOR ELEVATOR ROOF X X X - X X X AREA SMOKE DETECTOR FLOOR 5 O WATER FLOW, MANUAL PULL X X X X ON ON ON OFF OFF X X AREA SMOKE DETECTOR FLOOR 4 0 X X X X ON ON ON OFF OFF X X AREA SMOKE DETECTOR FLOOR 3 0 X X X X ON ON ON OFF OFF X X AREA SMOKE DETECTOR FLOOR 2 0 X X X X ON NA ON NA OFF X X AREA SMOKE DETECTOR MEZZANINE X X X X X X X AREA SMOKE DETECTOR LEVEL 1 X X X X X X X MANUAL PULL STATION FLOOR 1, MEZZANINE, LEVEL 1 X X X X X X X X X 1 X X X WATER FLOW ACTIVATIONX FLOOR 1, MEZZANINE, LEVEL 1 X X SPRINKLER CONTROL VALVE ACTIVATION X X DUCT DETECTOR SUPPLY AIR X X FIRE ALARM LOW BATTERY • FIRE ALARM AC LOSS X X X X OPEN CIRCUIT X X GROUND FAULT X X NAC SHORT CIRCUIT X X X X X X X ACTIVATE DUCT -DETECTOR RETURN AIR X HEAT DETECTOR MACHINE ROOM NOTES: 0 UPON ACTIVATION FLOOR ABOVE AND FLOOR BELOW MOTORIZED DAMPER WILL CLOSE. ROOF STAIR #1 STAIRWELL PRES. SUPPLY FAN AIR STAIR #2 STAIRWELL EXHAUST PRES. FAN FAN LEVEL 5 CROSS ENGINEERS, INC 1 OPEN J DAMPER ® s OPEN DAMPER NORMAL OPERATION LEVEL 4 um CLOSED DAMPER auv SMOKE CONTROLS OPEN DAMPER LEVEL 3 REVISIONS: 1 SCALE: AS NOTED CLOSED FIRE DAMPER FLOOR OPEN J DAMPER DRAWN BY: JAE CHECKED BY: SLH/GLW JOB NO.: 16-072 LEVEL 2 I - OPEN J DAMPER OPEN DAMPER NORMAL OPERATION MEZZANINE 3 HOUR RATED CEILING LEVEL 1 I GARAGE REVIEW SUBMITTAL R ider:fiat lit Miler aim illks/ WIT Crrrckt lad tr t .E L E C T R C Alarms s CROSS ENGINEERS, INC 1 ® s um 1/41 Num auv SMOKE CONTROLS REVISIONS: SCALE: AS NOTED DATE: 2-27-18 SHEET F202 DRAWN BY: JAE CHECKED BY: SLH/GLW JOB NO.: 16-072 OF - - FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Tukwila Village Building E 4051 S 144th St. Permit No.: 17-S-210 Date: November 7, 2017 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'/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). • 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. • Provide sprinkler protection beneath all stairs per NFPA 13, 8.15.3. • Each floor of a multi -story building shall have sectional control valves and waterflow switches. • Install Knox locking caps on all dry standpipe hose connections and FDC's. • The drain(s) shall be plumbed to sanitary sewer. • Maintain a 4ft. clearance around the sprinkler riser for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • Provide a spare sprinkler head and wrench box at the riser. • An electrically supervised post indicating or wall indicating (PIV,WIV) is required, the height shall be 36 inches above grade. • FDC's and PIV's shall have the building number served by the FDC/PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • FDC's shall be a single 5 inch Storz connector with locking Knox cap. The FDC shall have a 30 degree down bend. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems to be painted red. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • FDC's shall be appropriately labeled per NFPA 13 and NFPA 14. • 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 Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • A flow test will be required at the most remote standpipe hose connection on the roof to confirm the minimum flow of 500 gpm at 100 psi with pumper truck pumping at 150 psi required by NFPA 14 for class 1 wet standpipes. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. pi Hydraulic Summary Job Number: 201613 Report Description: Residential Job T °' Job Number Design Engineer 201613 PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG E State Certification/License Number 0061-0292-C Address 1 4450 SOUTH 144 TH STREET AHJ _- TFD Address 2 TUKWILA, WA. Job Site/Buildng LEVEL 5 SOUTH RES UNITS Address3 —__ _.. ._ __ - Drawing Name RES CALC PLAN.cad System Remote Area(s) Most Demand ng Spdnlder Data 4.9 K -Factor 15.00 at 9.371 Occupancy Residential Job Suffix Hose Allowance At Source 100.00 Density 0.100gpm/ft2 Area of Application 900.00ft2 (Actual 131.28ft2) Addbonal Hose Supplies Node Flow(gpm) Number Of SpdHders Calculated 4 Coverage Per Sprinkler 150.06ft2 AutoPeak Results: Pressure For Remote Ares(s) Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand j Total Water Required(Indudng Hose Allowance) 64.85 1 164.85 Maximum Pressure Unbalance In Loops 0.000 Maximum Velodty Above Ground 15.78 between nodes 4 and 3 Maximum Velocity Under Ground 1.49 between nodes 7 and 6 Volume capacity of Wet Pipes 1025.50gal h Volume capacity of Dry Pipes Supplies Node i Name Hose Flow Static (gpm) (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required (psi) 1 Safety Margin (psi) 7 1 Water Supply 100.00 85.000 L 20.000 J 3500.00 84.772 164.85 72.718 1 12.054 Contractor Contractor NumberContact Name 1 Contact Title • 22 � PHIL FRANCE Name of Contractor. SUREFIRE SPRINKLER CORP. }Phone ' Extension 206-793-7688 1 Address 1 PO BOX 719 FAX Address 2 --- RAVENSDALE, WA. 98051 E -mal phil©surefiresprinkler.com Address 3 Web -Site © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:26:58PM Page 1 Node, Analysis Job Number: 201613 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 7! 201 I 202 203 1 204 1 2 3 4 285'-0 • S 345'-6_1_.410.371) 345'-6 Spr(-10.156) 345'-6I Spr(-10.961) 345'-6 Spr(13.520) 346'-0 _ — - 346'-0 T(3'-0), Tr(1'-0) 72.718 9.3711 10.156 10.961 t 6 8 15 16 17 346'-0 T@'-0), Tr(1'-0) 346'-0 T(5'-0), Tr(1'-0) 298'-0 E(17'-7%) 290'-0 346'-0I 47'-0) 346'-0 ' fE(3'-6I 33T-2 1 PO(10'-0J 298'-0 13.520 10.077 10.403 11.242 16.258 60.974 70.499 14.598 38.665 43.548 60.917 64.85 15.00 15.62 16.22 18.02 t &,© M.E.P.CAD, Inc. +j AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:26:59PM Page 3 �HydrauIic Analysis 1 Job Number: 201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction LossLength Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings IEq. Length Summary Upstream !Total Length f+ Route 1 DR 0.8740 15.00 8.02 150 0.123021 0'-6 Pf 0.923 -I 201 345'-6 15.00 4.9 9.371 Sprinkler, 7'-0 1 346'-0 10.077 E(7'-0) 7'-6 Pe -0.217 Pv BL 1.1010 15.00 5.05 150 0.039961 7'-1% Pf 0.326 1 346-0 10.077 V-0 2 346'-0 10.403 Tr(1'-0) 8'-1% Pe Pv BL 1.1010 30.62 10.32 150 0.149572 4'-7% Pf 0.839 2 346'-0 15.62 10.403 Flow (q) from Route 2 3 346'-0 11.242 Tr(1'-0) 1'-0 5'-7Y4 Pe Pv BL 1.1010 46.84 15.78 150 0.328450 10'-31% Pf 5.016 3 346'-0 16.22 11.242 Flow (q) from Route 3 4 346-0 16.258 T(5'-0) 5'-0 15'-3%4 , Pe Pv BL 2.0030 64.85 6.60 150 0.032529 432'-4 Pf 22.407 4 346-0 18.02 16.258 Flow (q) from Route 4 15 346'-0 38.665 101Tr(2'-0), 4T(10'-0), E(11'-0), fE(3'-6) 256-6 688'-10 Pe Pv BL 2.2030 64.85 5.46 120 0.030922 11'-1 Pr 1.054 15 346'-0 38.665 16 337'-2 43.548 2fE(3'-6), BV(6'-0), PO(10'-0) 23'-0 34'-1 Pe 3.829 Pv FR 4.3100 64.85 1.43 120 0.001177 241'-4 16 337'-2 43.548 17 298'-0 60.917 8E(10'-0), BV(12'-0) 92'-0 333'-4 Pf 0.392 Pe 16.977 Pv FR 6.3570 64.85 0.66 120 0.000177 175'-0% 17 298'-0 60.917 5 298'-0 60.974 6E(17'-7%), T(37'-8%) 143'-4 318'-4% Pf 0.056 Pe Pv FR 4.3100 64.85 1.43 120 0.001177 16-6 Pf 6.057 5 298'-0 60.974 6 290'-0 70.499 BV(12'-0), 2E(10'-0), BFP(-6.000) 32'-0 48'-6 Pe 3.468 Pv UG 4.2200 64.85 1.49 140 0.000981 35'-0 Pf 0.051 6 290'-0 70.499 7 285'-0 72.718 E(16'-8%), S 16'-8% 51'-8' Pe 2.168 Pv 100.00 Hose Allowance At Source 7 164.85 ea Route 2 DR 0.8740 15.62 8.35 150 0.132518 0'-6 Pf 0.464 202 345'-6 15.62 4.9 10.156 Sprinkler, 2 346'-0 10.403 T(3'-0) 3'-0 3'-6 IPv Pe -0.217 ® Route 3 DR 0.8740 16.22 8.68 150 0.142210 0'-6 Pf 0.498 Pe -0.217 Pv 203 345'-6 16.22 4.9 10.961 Sprinkler, 3'-0 3 346'-0 11.242 T(3'-0) 3'-6 Route 4 DR 0.8740 18.02 9.63 150 0.172669 0'-6 7'-0 7'-6 Pf 1.295 Pe -0.217 Pv 204 345'-6 18.02 4.9 13.520 Sprinkler, 8 346'-0 14.598 E(7'-0) BL 1.1010 18.02 6.07 150 0.056088 14'-7 15'-0 29'-7 Pf 1.660 ' Pe lPv 8 346'-0 14.598 4 346'-0 16.258 2E(7'-0), Tr(1'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter ` 4.87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter 1\ = Factor ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:27:OOPM Page 4 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Velocity HWC Discharge K -Factor Pt Pipe Type Legend Units Legend Job Number: 201613 Report Description: Residential Friction Loss Length !Pressure Fittings'Eq. Length Summary ,Total Length Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11Y4 Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PTV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:27:OOPM Page 5 igir Hydraulic Graph I Job Number: 201613 Report Description: Residential Water Supply at Node 7 inn Pressure, psi Static Pressure 85.000 64.85 ii 164.85 6) 72.718 with hose streams System demand curve 1 .00@20.000 J I LJ L. 1 11 I I 1 1 I L1 —J_ 1 1 I I I 1 1 1 111111111 1 1 1 1 1 1 1 1 I V 0/00 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 7 Static: Pressure 85.000 Residual: Pressure 20.000 @ 3500.00 Avadads Pressure at Time of Test ---- i ----- 84.772 @ 164.85 System Demand 72.718 @ 64.85 System Demand Including Hose Allowance at Source) 72.718 @ 164.85 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:26:59PM Page 2 Hydraulic Summary 1 Job Number: 201613 Report Description: Residential Job Job Number Design Engineer 201613 PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG E State CertificatioM..icense Number 0061-0292-C Address 1 4450 SOUTH 144 TH STREET AHJ TFD Address 2 TUKWILA, WA. Job Ste/Building LEVEL 4 EAST RES UNITS Address 3 Drawing Name RES CALC PLAN.cad System Remote Area(s) Most Demanding Sprinlder Data 4.9 K -Factor 15.00 at 9.371 Occupancy 1 Job Suffix Residential Hae Allowance At Source 100.00 Dendty , Area of Application 0.100gpm/ft2 I 900.00ft2 (Actual 145.82ft2) Additional Hose Supplies Node Flow(gpm) Number Of SprinIders Calculated I Coverage Per Spdnkler 4 1 150.06ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 58.272 Right: 57.741 Total Hose Streams 100.00 System Flow Demand 60.62 j Total Water Required (Inducing Hose Allowance) 160.62 Maximum Pressure Unbalance In Coope 0.000 Maximum Velocity Above Ground 12.74 between nodes 38 and 37 Maximum Velocity Under Ground 1.39 between nodes 8 and 7 Volume capacity of Wet Pipes 1037.66ga1 Velum capacity o! Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow 1 Available Total Demand (psi) @ (gpm) (psi) @ (gpm) Required (psi) Safety Margin (psi) 8 Water Supply 100.00 85.000 20.000 1 3500.00 ! 84.783 1 160.62 58.150 26.632 _ Contractor Contractor Number — -i - Contact Name 22 PHIL FRANCE Contact Title Name of Conbedor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 PO BOX 719 FM Address 2_ RAVENSDALE, WA. 98051 E -mai .. phil@surefiresprinkler.com Address 3 WebSde ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:58:36PM Page 1 aiNode Analysis Job Number: 201613 Report Description: Residential Node Elevation(Foot) Fittings 66 336-11 � T(5'-0), Tr(1'-01 67 336'-11 Tri' -0), T(5'-0) 68 t 336'-11 ; T(5' -0I 69 336-11 T(5'-0) 70 336'-11 T 5 8 285'-0 S Pressure(psi) Discharge(gpm) 101 336'-5 S • r(y.371) 102 336-5 Spr( 9.378) 103 336'-5 Spy 9.699) 104 336'-5 Spri 9.817) 6 298'-0 E(17'-7%.) 7 17 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 17.810 17.926 17.410+ 22.363 17.616 58.150 9.371 9.378 9.699 9.817 46.419 290'-0+ 298'-0 55.938 60.62 15.00 15.01 15.26 15.35 46.369 336'-11 T(3' -I 336-11 T(3'-0), Tr(1'-0) 336-11 T(5'-0- , Tr(1'-0J 336-11 T(5'-0) 336-11 Tr(1'-0), T(5'-0) 336-11 T(§'-0) 9.585 9.926 16.850 + 18.250 336'-11 T(5'-0), Tr(1'-0) 336'-11 T(5'-0), Tr(1'-0) 336'-11 T(5'-0) 336-11 }_T(5'-0), Tr(1'-0) 336-11 T(0)_ 336'-11 T15'-0), Tr(V-0) 336-11 T('-! 336'-11 fEk3'-6) 18.819 19.309 19.791 20.594 21.808 21.945 24.289 25.528 27.183 28.410 329'-0 PO(10'-0) 336-11 T(3'-0), Tr(1'-0) t - - 32.592 9.592 336-11 T(3' -O), Tr(1'-0) 336'-11 Tff-0) 336'-11 Tr(1'-0j C(5'-0) 336'-11 T(5'-0) 336'-11 T(5'- ) 336-11 C(5'-0), Tr(1'-0) 336'-11 Tr(1'-0) 336'-11 T(5'-0) 336-11 ELT -0) 336'-11 336-11 336-11 336'-11 336'-11 55 56 57 58 59 60 61 62 63 336'-11 T(5'-0)J_Tr(1'-0) 10.050 15.529 16.794 17.715 18.693 18.915 19.159 22.370 27.057 19.084 4 T(5'-0), Tr(1'-0), T(5'-0) Tom'-O)J(-001 Tr(1'-0), T(5'-0) 19.475 20.098 20.309 21.891 336'-11 336'-11 336-11 T(5'-0) Tr(1'-0), T(5'-0) T(5'-0) T(5'-0), Tr(1'-0) 336'-11 336-11 T(5'-0 336'-11 (T(_6-0) 336'-11 64 65 17.437 17.542 17.615 17.728 17.921 17.885 T(5'-0)_Tr(1'-0) 336'-11 C15'-0), Tr(1'-0) 336-11 T(5' -OZ Tr(1'-0) 336'-11 T(5'-0), Tr(1-0) 17.950 17.980 18.042 20.439 22.946 ©M.E.P.CAD, Inc. + ' AutoSPRINK®VR11 v11.0.39.0 10/20/2017 1:58:38PM Page 3 ilgi Hydraulic Analysis II Job Number: 201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings u Route 1 DR 0.8740 15.00 8.02 150 0.123021 0'-6'Pf 0.431 101 336'-5 15.00 4.9 9.371 Sprinkler, 3'-0 Pe -0.217 25 336'-11 9.585 T(3'-0) 3'-6 Pv BL _ _ 1.1010 13.49 4.55 150 0.032832 9'.-41/4 Pf 0.341 25 336-11 9.585 1'-0 Pe 26 336'-11 9.926 Tr(1'-0) 10'-4% Pv BL _ _ _ _ _ 1.1010 28.75 9.69 150 0.133138 31'-0 Pf 6.924 26 336-11 15.26 9.926 Flow (q) from Route 3 21'-0 Pe 27 336'-11 16.850 2Tr(1'-0), 2E(T-0), T(5'-0) 52'-0 Pv BL _ _ 1.1010 _ 30.12 10.15 150 0.145123 4'-7% Pf 1.400 27 336'-11 1.37 16.850 Flow (q) from Route 19 5'-0 Pe 28 336-11 18.250 T(5'-0) 9'-7% Pv BL 1.1010 20.38 6.87 150 0.070435 8'-1 Pf 0.569 28 336'-11 18.250 Pe 29 336'-11 18.819 8'-1 Pv BL 1.1010 14.49 4.88 150 0.037460 7'-1 Pf 0.490 29 336'-11 18.819 Tr(1'-0) 6-0 Pe 30 336'-11 19.309 T(5'-0) 13'-1 Pv BL 1.1010 10.27 3.46 150 0.019826 21'-3%' Pf 0.482 30 336'-11 19.309 3'-0 Pe 31 336'-11 19.791 3Tr(1'-0) 24'-3%z Pv BL 1.1010 17.73 5.98 150 0.054472 12'-9 Pf 0.803 31 336'-11 7.46 19.791 Flow (q) from Route 2 2'-0 Pe 32 336'-11 20.594 2Tr(1'-0) 14'-9 Pv BL 1.1010 26.20 8.83 150 0.112127 5'-10 Pf 1.214 32 336'-11 8.47 20.594 Flow (q) from Route 5 5'-0 Pe 33 336'-11 21.808 T(5'-0) 10'-10 Pv BL 1.1010 10.33 3.48 150 0.020043 0'-9%z Pf 0.136 33 336'-11 21.808 T(5'-0) 6'-0 Pe 34 336'-11 21.945 Tr(1'-0) 6-9+%, Pv BL 1.1010 12.86 4.33 150 0.030065 67-11% Pf 2.344 34 336'-11 2.53 21.945 Flow (q) from Route 7 10'-0 Pe 35 336-11 24.289 5Tr(1'-0), T(5'-0) 7T-11% Pv BL 1.1010 30.18 10.17 150 0.145666 T-6%. Pf 1.240 35 336'-11 17.32 24.289 Flow (q) from Route 13 1'-0 Pe 36 336-11 25.528 Tr(1'-0) 8'-6% Pv BL 1.3940 44.73 9.40 150 0.095606 10'-31% Pf 1.655 36 336'-11 14.55 25.528 Flow (q) from Route 20 7'-0 Pe 37 336'-11 27.183 Tr(1'-0), T(6'-0) 17'-31h Pv _ BL - 1.3940 60.62 12.74 150 0.167735 3'-9% Pf 1.227 37 336'-11 15.88 _ 27.183 Flow (q) from Route 6 3'-6 Pe 38 336'-11 28.410 fE(3'-6) T-3% Pv BL 2.2030 60.62 5.10 120 0.027289 7-11 Pf 0.748 38 336'-11 28.410 19'-6 Pe 3.434 39 329'-0 32.592 fE(3'-6), BV(6-0), PO(10'-0) 27'-5 Pv FR 4.3100 60.62 1.33 120 0.001039 233'-2 Pf 0.338 39 329'-0 32.592 92'-0 Pe 13.439 17 298'-0 46.369 8E(10'-0), BV(12'-0) 325'-2 Pv FR 6.3570 60.62 0.61 120 0.000157 175'-0V. Pf 0.050 17 298'-0 46.369 143'-4 Pe 6 298'-0 46.419 6E(17'-7%), T(37' -81/a) 318'-41/+ Pv FR _ 4.3100 60.62 1.33 120 0.001039 16'-6 Pf 6.050 6 298'-0 46.419 32'-0 Pe 3.468 7 290'-0 55.938 BV(12'-0), 2E(10'-0), BFP(-6.000) 48'-6 Pv UG 4.2200 60.62 1.39 140 0.000866 35'-0 Pf 0.045 7 290'-0 55.938 16'-8%, Pe 2.168 8 285-0 58.150 E(16'-8%), S 51-81%a Pv 100.00 Hose Allowance At Source 8 160.62 c.,• Route 2 DR _ 0.8740 15.01 8.02 150 0.123104 0'-6 Pf 0.431 102 336'-5 15.01 4.9 9.378 Sprinkler, 3'-0 Pe -0.217 40 336'-11 9.592 T(3'-0) 3'-6 Pv BL _ _ 1.1010 16.52 5.57 150 0.047757 8'-7 Pf 0.458 40 336'-11 1.51 9.592 Flow (q) from Route 26 1'-0 Pe 41 336-11 10.050 Tr(1'-0) 9'-7 Pv BL 1.1010 31.87 10.74 150 0.161107 27'-0% Pf 5.479 41 336'-11 15.35 10.050 Flow (q) from Route 4 7-0 Pe 42 336'-11 15.529 2Tr(1'-0), T(5'-0) 34'-0% ,Pv (Vj © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:58:39PM Page 4 iii4 Hydraulic Analysis 1 Job Number: 201613 Report Description: Residential Pipe Type Diameter Flow Velocity K -Factor HWC Friction Loss Length 'Pressure 'Eq. Length 1Summary 'Total Length Downstream Elevation Upstream Discharge Pt Pn Fittings BL 1.1010 24.89 8.39 150 0.102002 11'-4' i Pf 1.265 42 336'-11 15.529 i 1'-0 � Pe 43 336'-11 16.794 Tr(1'-0) 12'-4%IPv BL _ 1.1010 17.74 5.98 150 0.0545169'-11 i Pf 0.922 43 336'-11 16.794 Tr(1'-0) 7-0 Pe 44 336'-11 17.715 Tr(1'-0), T(5'-0) 16'-11 Pv BL ..__ 1.1010 17.12 5.77 150 0.051012 13'-2 . Pf 0.978 44 336'-11 17.715 6'-0 Pe 45 336'-11 18.693 Tr(1'-0), T(5'-0) 19'-2 Pv BL _ _ 1.1010 7.46 2.52 150 0.010989 84'-11 iPf 1.098 45 336'-11 18.693 T(5'-0) 15'-0 'Pe 31 336'-11 19.791 5Tr(1'-0), T(5'-0) 99'-11 ,Pv v Route 3 DR 0.8740 15.26 8.16 150 0.126993 0'-6 Pf 0.444 103 336-5 15.26 4.9 9.699 Sprinkler, 3'-01 Pe -0.217 26 336'-11 9.926 T(3'-0) 3'-6Pv tii Route 4 DR 0.8740 15.35 8.21 150 0.128424 O'-6 I Pf 0.449 104 336'-5 15.35 4.9 9.817 Sprinkler, 3'-01 Pe -0.217 41 336'-11 10.050 T(3'-0) 3'-6 IPv Er Route 5 BL 1.1010 9.65 3.25 150 0.017674 7'-7 !Pf 0.222 45 336'-11 18.693 5'-0 'Pe 46 336'-11 18.915 C(5'-0) 12'-7 Pv BL 1.1010 8.47 2.85 150 0.013867 90'-1 Pf 1.679 46 336'-11 18.915 31'-0 Pe 32 336'-11 20.594 12Tr(1'-0), 2E(7-0), T(5'-0) 121'-1 1Pv Ea Route 6 BL 1.1010 14.57 4.91 150 0.037859 71'-10 Pf 3.212 47 336'-11 7.31 19.159 Flow (q) from Route 8 13'-0 Pe 48 336'-11 22.370 8Tr(1'-0), T(5'-0) 84'-10 Pv BL 1.1010 15.88 5.35 150 0.044427 76'-6 Pf 4.687 48 336'-11 1.32 22.370 Flow (q) from Route 25 29'-0 Pe 49 336'-11 27.057 7Tr(1'-0), 3E(7'-0), cplg(1'-0) 105'-6 Pv BL 1.3940 15.88 3.34 150 0.014080 2'-11' Pf 0.127 49 336'-11 27.057 6'-0 Pe 37 336'-11 27.183 T(6-0) 8'-11' Pv E.+ Route 7 BL 1.1010 9.74 3.28 150 0.017984 31'-414 Pf 0.834 28 _ 336'-11 18.250 T(5'-0) 15'-0 Pe 50 336'-11 19.084 3Tr(1'-0), E(7-0) 46'-4% Pv BL 1.1010 15.63 5.27 150 0.043144 8'-0°/. Pf 0.391 50 336'-11 5.89 19.084 Flow (q) from Route 24 1'-0 Pe 51 336'-11 19.475 Tr(1'-0) 9'-O' Pv BL 1.1010 19.85 6.69 150 0.067101 8'-3Y2 Pf 0.623 51 336-11 4.22 19.475 _ Flow (q) from Route 12 1,-0 Pe 52 336-11 20.098 Tr(1'-0) 9'-3% Pv BL 1.1010 12.99 4.38 150 0.030625 5'-10% Pf 0.211 52 336-11 20.098 Tr(1'-0) 1'-0 Pe 53 336'-11 20.309 6'-10Y2 Pv BL 1.1010 9.74 3.28 150 0.017966 73'-0% Pf 1.582 53 336'-11 20.309 Tr(1'-0) 15'-0 Pe 54 336'-11 21.891 E(7'-0), 7Tr(1'-0) 88'-0' Pv BL _ 1.1010 2.53 0.85 150 0.001486 24'-3% Pf 0.054 54 336'-11 21.891 T(5'-0) 12'-0 Pe 34 336'-11 21.945 2Tr(1'-0), T(5'-0) 36'-3% IN Route 8 BL 1.1010 6.98 2.35 150 0.009696 148'-9% Pf 1.908 42 336'-11 15.529 T(5'-0) 48'-0 Pe 55 336'-11 17.437 12Tr(1'-0), 3E(7'-0), 2T(5'-0) 196-9% Pv BL 1.1010 8.17 2.75 150 0.013001 8'-0% Pf 0.105 55 336'-11 1.20 17.437 Flow (q) from Route 16 Pe 56 336'-11 17.542 8'-0% Pv BL _ 1.1010 3.37 1.14 150 0.002530 16-10 Pf 0.073 56 336'-11 17.542 T(5'-0) 12'-0 Pe 57 336-11 17.615 2Tr(1'-0), T(5'-0) 28'-10 Pv BL _ 1.1010 7.96 2.68 150 0.012365 8'-2 Pf 0.113 57 336'-11 4.58 17.615 Flow (q) from Route 15 1'-0 Pe 58 336'-11 17.728 Tr(1'-0) 9'-2 Pv BL 1.1010 8.58 2.89 150 0.014224 7-7 Pf 0.193 58 336'-11 0.63 17.728 Flow (q) from Route 11 6'-0 Pe 59 336'-11 17.921 Tr(1'-0), T(5'-0) 13'-7 'Pv © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:58:39PM Page 5 Piii Hydraulic Analysis Job Number: 201613 Report Description: Residential Pipe Type Diameter Flow VelociM_ HWC K-Factor Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge BL 1.1010 6.13 2.06 150 0.007626 113'-4% 17-0 130'-4% Pf Pe Pv 0.994 59 46 336'-11 336'-11 17.921 18.915 17Tr(1'-0) BL 1.1010 7.31 2.46 150 0.010580 11'-0 Pf 12'-0 Pe 23'-0 Pv 0.243 46 47 336'-11 336-11 18.915 19.159 C(5'-0) 2Tr(1'-0), T(5'-0) ca Route 9 BL 1.1010 1.65 0.55 150 0.000670 86-9 Pf 11'-0 Pe 97'-9 Pv 0.065 60 61 336-11 336-11 17.885 17.950 6Tr(1'-0), T(5'-0) BL 1.1010 4.10 1.38 150 0.003627 7.-1% 1'-0 8.-1% Pf Pe Pv 0.029 61 62 336'-11 336'-11 2.45 17.950 17.980 Flow (q) from Route 10 Tr(1'-0) BL 1.1010 5.44 1.83 150 0.006112 9'-1% 1'-0 10'-1% Pf Pe Pv 0.062 62 63 336-11 336-11 1.34 17.980 18.042 Flow (q) from Route 22 Tr(1'-0) BL 1.1010 7.25 2.44 150 0.010424 97'-1% 10'-0 107-1% Pf , Pe Pv 1.117 63 47 336'-11 336-11 1.82 18.042 19.159 Flow (q) from Route 14 10Tr(1'-0) c.• Route 10 BL 1.1010 2.45 0.83 150 0.001404 11'-0 10'-0 21'-0 Pf Pe Pv 0.029 59 61 336'-11 336-11 17.921 17.950 T(5'-0) T(5'-0) u Route 11 BL 44 58 1.1010 0.63 0.21 150 0.000112 J 100'-2% I 12'-0 112'-2%z Pf Pe Pv 0.013 336-11 336'-11 17.715 17.728 7Tr(1'-0), T(5'-0) ci. Route 12 BL 1.1010 4.22 1.42 150 0.003818 24'-3Y. 19'-0 43'-3% Pf Pe Pv 0.165 30 51 336'-11 336'-11 19.309 19.475 T(5'-0) E(7'-0), 2Tr(1'-0), T(5'-0) CA Route 13 BL _ 1.1010 10.11 3.41 150 0.019271 109'-1 Pf 21'-0 Pe 130'-1 Pv 2.507 64 65 336'-11 336'-11 3.25 20.439 22.946 Flow (q) from Route 17 16Tr(1'-0), T(5'-0) 1 BL 65 35 _ 1.1010 17.32 5.84 150 0.052134 I 14'-9 Pf 11'-0 Pe 25'-9 Pv 1.343 336-11 336'-11 7.21 22.946 24.289 Flow (q) from Route 21 cplg(1'-0), 2T(5'-0) CA Route 14 BL 1.1010 4.80 1.62 150 0.004855 10'-4% 5'-0 15'-4%z Pf Pe Pv 0.075 66 60 336'-11 336-11 2.43 17.810 17.885 Flow (q) from Route 23 T(5'-0) BL 1.1010 _ 336'-11 336-11 3.15 1.06 150 17.885 17.926 0.002233 13'-2Yz 5'-0 18'-2% Pf Pe Pv 0.041 60 67 T(5'-0) BL 1.1010 1.82 0.61 150 0.000806 107.-1% 37'-0 144'-1Y+ Pf Pe Pv 0.116 67 63 336-11 336'-11 17.926 18.042 Tr(1'-0) 10Tr(1'-0), 3E(7'-0), C(5'-0) c.+ Route 15 BL 68 57 1.1010 4.58 1.54 150 0.004453 31'-10 14'-0 45'-10 Pf Pe Pv 0.204 336-11 336'-11 5.78 17.410 17.615 Flow (q) from Route 18 E(7'-0), 2Tr(1'-0), T(5'-0) Route 16 BL 1.1010 1.20 0.40 150 0.000373 53'-2Y4 18'-0 Pf Pe 0.027 68 55 336-11 336-11 5.78 _ 17.410 17.437 Flow (q) from Route 18 E(7'-0), 6Tr(1'-0), T(5'-0)71'-2%,,Pv CA Route 17 BL 1.1010 3.25 1.10 150 0.002365 34'-2Y: Pf 21-0 , Pe 55'-2%z.Pv 0.131 53 64 336-11 336-11 20.309 20.439 T(5'-0) 4Tr(1'-0), E(7'-0), T(5'-0) W Route 18 BL 1.1010 5.78 1.95 150 0.006845 70'-1% Pf 20'-0 , Pe 90'-1%1Pv 0.617 43 68 336'-11 336'-11 16.794 17.410 C(5'-0) 10Tr(1'-0), T(5'-0) u Route 19 BL _ 1.1010 1.37 0.46 150 0.000478 89.-7% 28'-0 11T-7% Pf Pe Pv 0.056 43 27 336'-11 336'-11 16.794 16.850 C(5'-0) 16Tr(1'-0), E(7'-0) _ f+ Route 20 BL _ 33 69 _ 1.1010 15.87 5.35 150 0.044350 7'-6% 5'-0 12'-6Y. Pf Pe Pv 0.555 336-11 336-11 21.808 22.363 T(5'-0) ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:58:39PM Page 6 nilHydraulic Analysis Job Number: 201613 Report Description: Residential Pipe Type Diameter Flow Veloci.r HWC Friction Loss Length IPressure Length (Summary 'Total Length Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings iEq. BL 1.1010 14.55 4.90 150 0.037787 68'-9% i Pf 3.165 15-0 !Pe 83'-91/4IPv 69 336'-11 22.363 36 336'-11 25.528 10Tr(1'-0), T(5-0) Lip Route 21 BL 1.1010 7.21 2.43 150 0.010293 88'-6 I Pf 1.055 14'-OiPe 102'-6 1Pv 54 336'-11 21.891 65 336'-11 22.946 Tr(1'-0) 8Tr(1'-0), T(5-0) c- Route 22 BL 1.1010 1.34 0.45 150 0.000456 92'-10% 26'-0 118'-10Y4 Pf 0.054 Pe Pv 67 336'-11 17.926 62 336'-11 17.980 T(5'-0) 16Tr(1'-0), T(5'-0) ca Route 23 BL 1.1010 4.80 1.62 150 0.004855 9'-4% 6'-0 15'-4% Pf 0.075 Pe Pv 56 336'-11 17.542 70 336'-11 17.616 Tr(1'-0) T(5-0) BL 1.1010 2.43 0.82 150 0.001381 110'-7 30'-0 140'-7 Pf 0.194 Pe Pv 70 336'-11 17.616 66 336'-11 17.810 E(7'-0), 18Tr(1'-0), T(5'-0) EA Route 24 BL 1.1010 5.89 1.99 150 0.007094 j 23'-3%4 14'-0 37'-3% Pf 0.264 Pe Pv 29 336'-11 18.819 50 336'-11 19.084 T(5'-0) 4Tr(1'-0), T(5'-0) ci Route 25 BL 1.1010 1.32 0.44 150 0.000443 10'0 Pf 0.07 15'-6%,Pv 69 336'-11 22.363 48 336'-11 22.370 T(5-0) T(5-0) ' © Route 26 BL 1.1010 1.51 0.51 150 0.000572 11'-7 Pf 0.007 1'-0 Pe 12'-71Pv 25 336'-11 9.585 40 336'-11 9.592 Tr(1'-0) © Route 27 BL 1.1010 6.86 2.31 150 0.009398 28'-3%' Pf 0.341 8'-0 Pe 36'-3% Pv 52 336'-11 20.098 64 336'-11 20.439 T(5'-0) 3Tr(1'-0) Route 28 BL 1.1010 2.37 0.80 150 0.001313 123'-11 24'-0 147'-11 Pf 0.194 Pe Pv 70 336-11 17.616 66 336'-11 17.810 2E(7-0), 10Tr(1'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter l4'87 ( = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / ¢d ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:58:39PM Page 7 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation 1 Flow Velocity HWC Discharge K -Factor Pt Friction Loss Fittings Pipe Type Legend Units Legend Job Number: 201613 Report Description: Residential Length ;Pressure Eq. Length 'Summary 'Total Length Fittings Legend AO Ami -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:58:39PM Page 8 ,,IF Hy raulic Graph Job Number: 201613 Report Description: Residential Water Supply at Node 8 1 no Pressure, psi D 0 8 `8 $ g 8 0 8 8 i IIIIIIIiiili iiia IIIIili mil II11im it 11111111,Bili,,,,,h,,,, ,,,,Bili m itl hili m iliiim ii. Static Pressure 85.000 160.62 58.150 with hose streams System demand curve 1 .00 @ 20.000 111111111111111111 111111111 1111111 1 11111 1111 111111111 111111111 111111111 vpIIIIII 0100 1400 2100 2800 3500 4200 4900 56006300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 8 Static: Pressure 85.000 Residual: Pressure 20.000 @ 3500.00 Available Pressure et Time of Test 84.783 @ 160.62 System Demand 58.150 @ 60.62 System Demand (Inducting Hose Allowance st Source) - - — -- 58.150 @ 160.62 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:58:37PM Page 2 i_EFi Hydraulic Summary Job Number: 201613 Report Description: Residential Job—�� JobNumber Design Engineer 201613 PHIL FRANCE Job Name: +State Certification/License Number TUKWILA VILLAGE BLDG E j 0061-0292-C ------- Address 1 4450 SOUTH 144 TH STREET AHJ TFD Address 2 TUKWILA, WA. _._ Job Sit&Suil4ng LEVEL 4 WEST RES UNITS —�.—.. -+DroMng Address Name RES CALC PLAN.cad System Remote Area(s) Most Demanding Sprinkler Data 4.9 K -Factor 15.00 at 9.371 Oc opanq Residential Job Suffix Hose Allowance At Source 100.00 Density 0.100gpm/ft2 Area of Application 900.00ft2 (Actual 141.04ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 4 Coverage Per Sprinkler 150.06ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 56.836 Total Hose Streams 100.00 System Flow Demand Total Water Required (Inducting Hose Allowance) 60.78 L 160.78 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 12.78 between nodes 38 and 37 Maximum Velocity Under Ground 1.39 between nodes 8 and 7 Volume capacity of Wet Pipea 1037.66ga1 Volume capacity of Dry Pipes Supplies Node I Name Hose Flow Static (gpm) (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 8 Water Supply 100.00 85.000 1 20.000 3500.00 84.782 , 160.78 57.610 1 27.172 Contractor Contractor Number 22 Contact Name I Contact Title PHIL FRANCE Name of Contractor SUREFIRE SPRINKLER CORP. Phone I Extension 206-793-7688 1 Address 1 PO BOX 719 FAX Address2 --_ - — RAVENSDALE, WA. 98051 E-mail phil@surefiresprinkler.com Address 3 Web -Site p/y © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:55:OOPM Page 1 1 �L�G] Node Analysis Job Number: 201613 Report Description: Residential Node 8 -- t 201 202 203 204 Elevation Foo Fittin . s 285'-0 S 336'-5 S • r(9.371) 336'-5 Spit -9.424) 336'-5 S . r -9.593 6 7 336'-5 298'-0 290'-0 17 27 28 29 30 31 32 33 34 35 36 + 37 38 39 42 Sir( -10.087) 17.-71/4) Pressure • i 57.610 Dischar . e • • m 9.371 298'-0 336'-11 T(5'-0), Tr(1'-0) 336'-11 T(5'-0) 336'-11 Tr(1'-0), T(5'-0)_ 336'-11 Tr(1�_T(5'-0) 336'-11 T(5'-0), Tr(1'-0) 336'-11 T(5'), Tr(1'-00 336'-11 Tr(1'-0), T(5'-0) 336'-11 Tr(1'-0), T(5'-0) 9.424 9.593 10.087 45.879 55.397 60.78 15.00 15.04 15.18 15.56 45.828 19.192 19.683 19.875 19.961 20.001 20.545 21.223 21.294 336'-11 T(5'-0) 23.787 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 336'-11 T(5'-0), Tr(1'-0) 336'-11t T(6.-_01336'-11 fE(3'-6) 329'-0 PO(10'-0) 24.987 26.631 27.864 32.050 336'-11 T(5'-0), TV' -0) 17.617 336'-11 C(5'-0), Tr(1'-0) 336'-11 T(5'-0) 336-11 T(5'-0), Tr(1'-0) 336-11 C('-0), Tr(1'-0) 336'-11 Tr(1'-0), T(5'-0) 336'-11 336-11 336-11 336'-11 336'-11 336'-11 62 63 64 65 66 67 68 69 70 _ 71 --72 17.559 17.481+ 17.501 T(5'-0) E(7'-0) T('-)1 Tr(1'-0) T(5'-0), Tr(1'-0) 17.173 16.128 21.634 26.499 20.001 20.163 Tr(1'-0), T(5_42) T (1'-0J T(5'-0) 20.520 20.632 336'-11 T(5'-0), Tr(1'-0) 336'-11 T(5'-0) 21.322 16.626 336'-11 Tr(1'-013(5'-0) 336'-11 T(5'-0), Tr(1'-0) 336'-11 T(5'-0) 336'-11 Tr(1'-0), T(5'-0) 336'-11 T(5'-01 336'-11 T(5'-0), Tr(1'-0) 336'-11 Tr(1'-OZT(5'p) 336-11 Tr(1'-0),C(5'-0) 16.476 16.484 16.427 16.116 15.565 15.569 14.945 336'-11 ' T(5'-_0), Tr(1'-0) 336'-11 T(5'-0), Tr(1'-0) 336'-11 T(5'-0 336'-11 T(5'-0), Tr(1'-0) 336'-11 TL5'-0) 336'-11 T(5'-0) 73 74 336'-11 336'-11 336'-11 Tw-g) T(3'-0) 14.275 20.746 22.568 T(3'-0), Tr(1'-0) 336'-11 T(3' -O), Tr(1-0) 336'-11 T_(3'-0), Tr(1'-0) 15.778 15.217 16.717 21.669 16.347 9.585 9.640 10.332 9.816 , © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:55:01 PM Page 3 Hydraulic Analysis Job Number: 201613 Report Description: Residential Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary _Pipe Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ca Route 1 DR 0.8740 15.00 8.02 150 0.123021 0'-6 Pf 0.431 201 336'-5 15.00 4.9 9.371 Sprinkler, 3'-0 Pe -0.217 71 336'-11 9.585 T(3'-0) 3'-6 Pv .BL 1.1010 4.85 1.63 150 0.004941 10'-1 Pf 0.055 71 336-11 9.585 1'-0 Pe 72 336'-11 9.640 Tr(1'-0) 1V-1 Pv BL 1.1010 19.89 6.70 150 0.067337 9'-3% Pf 0.692 72 336-11 15.04 9.640 Flow (q) from Route 2 1'-0 Pe 73 336'-11 10.332 Tr(1'-0) 10'-3% Pv BL 1.1010 35.45 11.95 150 0.196187 27'-6% Pf 5.796 73 336-11 15.56 10.332 Flow (q) from Route 4 2'-0 , Pe 47 336'-11 16.128 2Tr(1'-0) 29'-6% Pv BL 1.1010 19.37 6.53 150 0.064152 71'-10 Pf 5.506 47 336'-11 16.128 Tr(1'-0) 14'-0 Pe 48 336'-11 21.634 8Tr(1'-0), T(5-0) 85'-10 'Pv BL 1.1010 16.21 5.46 150 0.046119 76-6 Pf 4.865 48 336'-11 21.634 29'-0 Pe 49 336'-11 26.499 7Tr(1'-0), 3E(7-0), cplg(1'-0) 105-6 Pv BL 1.3940 16.21 3.41 150_ 0.014616 2'-113 Pf 0.131 49 336'-11 26.499 6-0 Pe 37 336'-11 26.631 T(6'-0) 8'-113/. Pv BL 1.3940 60.78 12.78 150 0.168570 3'-9% Pf 1.233 37 336'-11 44.57 26.631 Flow (q) from Route 3 3'-6 Pe 38 336-11 27.864 fE(3'-6) 7'-3% Pv BL 2.2030 60.78 5.12 120 0.027425 7'-11 Pf 0.752 38 336-11 27.86419'-6 Pe 3.434 39 329'-0 32.050 fE(3'-6), BV(6'-0), PO(10.-0) 27'-5 Pv FR 4.3100 60.78 1.34 120 0.001044 233'-2 Pf 0.339 39 329'-0 32.050 92'-0 Pe 13.439 17 298'-0 45.828 8E(10'-0), BV(12'-0) 325-2 Pv FR 6.3570 60.78 0.61 120 0.000157 175-0% Pf 0.050 17 298'-0 45.828 143'-4 Pe 6 298'-0 45.879 6E(17'-7%), T(37'-8%) 318'-4% Pv FR 4.3100 60.78 1.34 120 0.001044 16'-6 Pf 6.051 6 298'-0 45.879 32'-0 Pe 3.468 7 290'-0 55.397 BV(12'-0), 2E(10'-0), BFP(-6.000) 48'-6 Pv UG _ 4.2200 60.78 1.39 140 0.000870 35'-0 Pf 0.045 7 290'-0 55.397 16'-8% Pe 2.168 8 285'-0 57.610 E(16'-83/4), S 51.-8% Pv 100.00 Hose Allowance At Source 8 160.78 c Route 2 DR 0.8740 15.04 8.04 150 0.123657 0'-6' Pf 0.433 202 336-5 15.04 4.9 9.424 Sprinkler, 3'-0 Pe -0.217 72 336-11 9.640 T(3'-0) 3'-6 Pv u Route 3 DR 0.8740 15.18 8.12 150 0.125710 0'-6 Pf 0.440 203 336'-5 15.18 4.9 9.593 Sprinkler, 3'-0 Pe -0.217 74 336-11 9.816 T(3'-0) 5-6 Pv BL _ _ 1.1010 25.33 8.54 150 0.105343 39'-4 Pf 4.459 74 336-11 10.15 9.816 Flow (q) from Route 20 3'-0 Pe 63 336'-11 14.275 3Tr(1'-0) 42'-4 Pv BL._. 1.1010 19.69 6.64 150 0.066122 9'-1% Pf 0.671 63 336'-11 14.275 Tr(1'-0) 1'-0 Pe 62 336-11 14.945 10'-13A Pv BL 1.1010 3.19 1.08 150 0.002286 92'-10% Pf 0.272 62 336-11 14.945 T(5-0) 26-0 Pe 67 336'-11 15.217 16Tr(1'-0), T(5'-0) 118'-10% Pv BL 1.1010 8.83 2.98 150 0.014999 13'-2% Pf 0.348 67 336-11 5.64 15.217 Flow (q) from Route 26 10'-0 Pe 60 336'-11 15.565 2T(5'-0) 23'-2% Pv BL 1.1010 0.38 0.13 150 0.000045 86'-9 Pf 0.004 60 336'-11 15.565 T(5-0) 12'-0 Pe 61 336'-11 15.569 7Tr(1'-0) 98'-9 Pv BL 1.1010 16.88 5.69 150 0.049712 11'-0 Pf 0.547 61 336'-11 16.50 15.569 Flow (q) from Route 24 Pe 59 336'-11 16.116 11'-0 Pv BL 1.1010 10.67 3.60 150 0.021292 7'-7 Pf 0.310 59 336'-11 16.116 Tr(1'-0) 7'-0 Pe 58 336'-11 16.427 Tr(1'-0), T(5'-0) 14'-7 Pv 16, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:55:02PM Page 4 ig Hydraulic AnalysisIIJob Number: 201613 Report Description: Residential Type Diameter Flow Velocity HWC Friction Loss ' Length Pressure _Pipe Downstream Elevation Discharge K -Factor Pt Pn Fittings ,Eq. Length Summary Upstream 'Total Length BL 1.1010 6.86 2.31 150 0.009401 100'-2'h Pf 1.055 58 336'-11 16.42712'-0 44 336'-11 17.481 7Tr(1'-0), T(5'-0) I 112'-2% Pe Pv BL 1.1010 2.03 0.68 150 0.000988 13'-2 Pf 0.020 44 336'-11 17.481 T(5'-0) 7'-0 45 336-11 17.501 2Tr(1'-0) 20'-2 Pe Pv BL 1.1010 11.97 4.03 150 0.026333 Pf 2.499 45 336'-11 9.94 17.501 Flow (q) from Route 7 , 10'-0 31 336'-11 20.001 5Tr(1'-0), T(5'-0) ! 94'-11 Pe Pv BL 1.1010 14.38 4.84 150 0.036942 12'-9 Pf 0.545 31 336'-11 2.40 20.001 Flow (q) from Route 5 2'-0 32 336'-11 20.545 2Tr(1'-0) 14'-9 .Pv Pe BL 1.1010 26.72 9.00 150 0.116259 , 5'-10 Pf 0.677 32 336-11 12.34 20.545 Flow (q) from Route 8 33 336'-11 21.223 5'-10 Pe Pv BL 1.1010 14.95 5.04 150 0.039736 0'-9'/2 Pf 0.072 33 336'-11 21.223 Tr(1'-0) 34 336-11 21.294 1'-0 1'-9'/: Pe Pv BL 1.1010 13.21 4.45 150 0.031572 67'-11% Pf 2.493 34 336'-11 21.294 Tr(1'-0) 35 336-11 23.787 5Tr(1'-0), T(5'-0) 11'-0 78'-11% Pe Pv BL 1.1010 29.64 9.99 150 0.140917 7'-6% Pf 1.199 35 336'-11 16.44 23.787 Flow (q) from Route 9 36 336-11 24.987 Tr(1'-0) 1'-0 8'-6%. Pe Pv BL 1.3940 44.57 9.37 150 0.094970 10'-3% Pf 1.644 36 33V-11 14.93 24.987 Flow (q) from Route 18 37 336'-11 26.631 Tr(1'-0), T(6'-0) 7'-0 17'-3% Pe Pv o Route 4 DR 0.8740 15.56 8.32 150 0.131695 0'-6 Pf 0.461 204 336-5 15.56 4.9 10.087 Sprinkler, 73 336-11 10.332 T(3'-0) 3'-0 3'-6 Pe -0.217 Pv €s Route 5 BL 1.1010 8.43 2.84 150 0.013746 87-7 Pf 1.575 42 336-11 3.40 17.617 Flow (q) from Route 10 27 336'-11 19.192 8Tr(V-0), 2E(7'-0), T(5'-0) 27'-0 114'-7 Pe Pv BL 1.1010 17.09 5.76 150 0.050890 4'-7% Pf 0.491 27 336'-11 8.67 19.192 Flow (q) from Route 6 28 336'-11 19.683 T(5'-0) 5'-0 9'-7%1Pv Pe BL 1.1010 11.31 3.81 150 0.023703 8'-1 Pf 0.192 28 336'-11 19.683 29 336'-11 19.875 8'-1 Pe Pv BL 1.1010 7.36 2.48 150 0.010706 7'-1 Pf 0.086 29 336'-11 19.875 Tr(1'-0) 30 336'-11 19.961 1,-0 8'-1 Pe Pv BL 1.1010 2.40 0.81 150 0.001351 21'-3% Pf 0.040 30 336-11 19.961 T(5'-0) 31 336-11 20.001 3Tr(1'-0) 8'-0 29'-3% Pe Pv ci Route 6 BL 1.1010 4.83 1.63 150 0.004912 9'-11 Pf 0.078 44 336-11 17.481 6'-0 43 336-11 17.559 Tr(1'-0), C(5'-0) 15'-11 Pe Pv BL 1.1010 8.67 2.92 150 0.014492_ I 89'-7% Pf 1.633 43 336'-11 17.559 23'-0 27 336'-11 19.192 16Tr(1'-0), E(7'-0) 112'-7% Pe Pv €. Route 7 BL 1.1010 9.94 3.35 150 0.018672 7'-7' Pf 0.328 46 336'-11 6.21 17.173 C(5'-0), Flow (q) from Route 17 10'-0Pe 45 336'-11 17.501 T(5'-0) 17'-7 ,Pv ca Route 8 BL 1.1010 16.08 5.42 150 0.045430 11'-0 'Pf 1.045 47 336'-11 16.128 T(5'-0) 12'-0 46 336'-11 17.173 2Tr(1'-0), C(5'-0) 23'-0 Pe Pv BL 1.1010 12.34 4.16 150 0.027851 90'-1 Pf 3.372 46 336'-11 6.21 17.173 Flow (q) from Route 17 31'-0 32 336'-11 20.545 12Tr(1'-0), 2E(7'-0), T(5'-0) 121'-1 Pe tPv o Route 9 BL 1.1010 5.78 1.95 150 0.006854 31'-4h/. Pf 0.318 28 336'-11 19.683 T(5'-0) 50 336-11 20.001 3Tr(1'-0), E(7'-0) 15'-0 46'-4% Pe Pv BL 1.1010 9.73 3.28 150 0.017955 8'-0% Pf 0.163 50 336-11 3.95 20.001 Flow (q) from Route 23 51 336'-11 20.163 Tr(1'-0) 1'-0 Pe 9'-O% Pv ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:55:02PM Page 5 i2ItiYi,Hydraulic Analysis 1 Job Number: 201613 Report Description: Residential Pipe Tyke Diameter Flow Velocity K -Factor HWC Friction Loss _ Length Eq. Length i Total Length 1Pressure 'Summary Downstream Elevation Upstream Discharge Pt Pn Fittings BL 51 52 1.1010 14.69 4.95 150 0.038447 i 8'-3'/: Pf 0.357 1'-0 Pe 9'-3% Pv 336'-11 336'-11 4.96 20.163 20.520 Flow (q) from Route 14 Tr(1'-0) BL 1.1010 9.21 3.10 150 0.016194 1 5'-10% 1'-0 6'-10% Pf 0.111 Pe Pv 52 53 336-11 336'-11 20.520 20.632 Tr(V-0) BL 53 64 1.1010 3.03 1.02 150. 0.002069 34'-2% 21'-0 55'-2% Pf 0.114 Pe Pv 336'-11 336'-11 20.632 20.746 T(5'-0) 4Tr(1'-0), E(7-0), T(5'-0) BL 64 65 1.1010 8.51 2.87 150 0.014008 1 I 109'-1 21'-0 130'-1 Pf 1.822 Pe Pv 336'-11 336'-11 5.48 20.746 22.568 Flow (q) from Route 27 16Tr(1'-0), T(5'-0) BL 65 35 1.1010 16.44 5.54 150 0.047338 14'-9 11'-0 25'-9 Pf 1.219 Pe Pv 336'-11 336'-11 7.93 22.568 23.787 Flow (q) from Route 15 cplg(1'-0), 2T(5'-0) u Route 10 BL 1.1010 3.81 1.28 150 0.003170 8'-2 10'-0 18'-2 Pf 0.058 Pe Pv 58 57 336'-11 336'-11 16.427 16.484 T(5'-0) T(5'-0) BL 1.1010 4.92 1.66 150 0.005073 31'-10 14'-0' 45'-10 Pf 0.232 Pe 'Pv 57 68 336'-11 336'-11 1.10 16.484 16.717 Flow (q) from Route 11 2Tr(1'-0), E(7'-0), T(5'-0) BL 68 43 1.1010 7.24 2.44 150 0.010390 70.-1% ' Pf 0.843 11'-0 1 Pe 81'-1% Pv 336'-11 336'-11 2.33 _ 16.717 17.559 Flow (q) from Route 12 11Tr(1'-0) BL 1.1010 3.40 1.15 150 0.002570 11'-43/4 1 Pf 0.058 11'-0 :Pe 22'-4%1Pv 43 42 336'-11 336'-11 17.559 17.617 C(5'-0) Tr(1'-0), T(5'-0) ca Route 11 BL 1.1010 1.10 0.37 150 0.000320 16'-10 j Pf 0.008 8-0 1 Pe 24'-101Pv 56 57 336'-11 336'-11 16.476 16.484 T(5'-0) 3Tr(1'-0) Route 12 BL 1.1010 8.45 4.35 2.85 150 0.013826 9'-4% 9'-41/2 Pf 0.130 Pe Pv 70 56 336'-11 336'-11 16.347 16.476 Flow (q) from Route 19 BL 1.1010 7.35 2.48 150 0.010673 8'-0% 6'-0 14'-0Y2 Pf 0.150 Pe Pv 56 55 336'-11 336'-11 16.476 16.626 Tr(1'-0) T(5'-0) BL _ 1.1010 2.33 0.78 150 0.001271 53'-2%, 18'-0 71'-2% Pf 0.091 Pe Pv 55 68 336'-11 336'-11 16.626 16.717 6Tr(1'-0), E(7'-0), T(5'-0) Route 13 BL 1.1010 5.02 1.69 150 0.005277 148'-9% 39'-0 187'-9'% Pf 0.991 Pe Pv 55 42 336'-11 336'-11 16.626 17.617 13Tr(1'-0), 3E(7'-0), T(5'-0) u Route 14 BL 30 51 1.1010 4.96 1.67 150 0.005151 24'-3% 15'-0 39'-3% Pf 0.202 Pe Pv 336'-11 336'-11 19.961 20.163 Tr(1'-0) E(7'-0), 2Tr(1'-0), T(5'-0) ca Route 15 BL 1.1010 7.93 2.67 150 0.012280 88'-6 'Pf 1.247 13'-0 Pe 101.-6113v 54 65 336'-11 336'-11 1.75 21.322 22.568 Flow (q) from Route 16 8Tr(1'-0), T(5'-0) Ca Route 16 BL 34 54 1.1010 1.75 0.59 150 0.000749 24.-3%. Pf 0.027 12'-0 ' Pe 36'-3% Pv 336'-11 336'-11 21.294 21.322 T(5'-0) 2Tr(1'-0), T(5'-0) ca Route 17 BL 59 46 1.1010 6.21 2.09 150 0.007808 113'-4'/a Pf 1.057 22'-0 Pe 135'-4% Pv 336'-11 336'-11 16.116 17.173 T(5'-0) 17Tr(1'-0) u Route 18 BL 48 69 1.1010 3.17 1.07 150 0.002247 1 5'-6% 10'-0 15'-6% Pf 0.035 Pe Pv 336'-11 336'-11 21.634 21.669 T(5'-0) T(5'-0) BL 1.1010 14.93 5.03 150 0.039607 68'-9% 15'-0 83'-9% Pf 3.318 Pe Pv 69 36 336'-11 336'-11 11.76 21.669 24.987 Flow (q) from Route 21 10Tr(1'-0), T(5'-0) ca Route 19 BL 1.1010 4.35 1.47 150 0.004049 110'-7 30'-0 140'-7 Pf 0.569 Pe Pv 66 70 336'-11 336'-11 15.778 16.347 18Tr(1'-0), E(7-0), T(5'-0) ¢ly ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:55:02PM Page 6 :.IHydraulic ii AnalysisIIJob Number: 201613 Report Description: Residential ype , Diameter Flow Velocity HWC Friction Loss 'Length Pressure _Pik Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Summary Total Length 4.+ Route 20 BL 1.1010 10.15 3.42 150 0.019415 10'-10% Pf 0.231 _j 71 336'-11 9.585 74 336'-11 9.816 Tr(1'-0) 1'-0 Pe 11'-10% Pv Le Route 21 BL 1.1010 11.76 3.96 150 0.025487 7'-6% 10'-0 17'-6%4 Pf 0.446 Pe Pv 33 336-11 21.223 T(5'-0) 69 336'-11 21.669 T(5'-0) ca Route 22 BL 1.1010 6.18 2.08 150 0.007745 73'-0Y44'Pf 0.690 16-0 Pe 89'-0% Pv 53 336-11 20.632 Tr(1'-0) 54 336'-11 21.322 E(7-0), 8Tr(1'-0) a Route 23 BL 1.1010 3.95 1.33 150 0.003385 23'-3Y4 14'-0 37'-3% Pf 0.126 Pe Pv 29 336-11 19.875 T(5'-0) 50 336'-11 20.001 4Tr(1'-0), T(5'-0) u• Route 24 BL 1.1010 16.50 5.56 150 0.047659 7.-1% 6-0 13'-1% Pf 0.624 Pe Pv 62 336'-11 14.945 Tr(1'-0) 61 336-11 15.569 T(5'-0) Route 25 BL 1.1010 8.45 2.85 150 0.013826 10'-4% Pf 0.213 60 336-11 15.565 66 336'-11 15.778 T(5'-0) 5'-0 15'-4'/: ' Pe Pv BL 1.1010 4.10 1.38 150 0.003627 123'-11 Pf 0.569 66 336-11 15.778 T(5'-0) 70 336-11 16.347 2E(7'-0), 9Tr(1-0), T(5'-0) 33'-0 156'-11 Pe Pv ca Route 26 BL 1.1010 5.64 1.90 150 0.006537 107'-1% 37'-0 144'-1% Pf 0.942 Pe Pv 63 336-11 14.275 C(5'-0) 67 336-11 15.217 11Tr(1'-0), 3E(7-0) - Route 27 BL 1.1010 5.48 1.85 150 0.006213 28'-3% 8'-0 36'-3% Pf 0.226 Pe Pv 52 336-11 20.520 T(5'-0) 64 336-11 20.746 3Tr(1'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter )4.87 ( Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter = Factor © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:55:02PM Page 7 Hydraulic Analysis Pipe Type. Diameter Flow Downstream Elevation Upstream Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Job Number: 201613 Report Description: Residential Length Pressure Eq. Length Summary ;Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaiV BFP BV C cplg Cr CV DeN DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap Qy ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:55:02PM Page 8 i,_,115iReport Hydraulic Graph Job Number: 201613 Description: Residential Water Supply at Node 8 4M Pressure, psi 0 2 6 $ g S' o 8 8 f 1iitiiiittIi,iit, 1,,Iii, iiii 1111i Ii,ii iJ,,11I11i,I11i11,,1iIitiii11i1I,i„ II,IiIiiii i tI1Iiiui11,i, Static Pressure 85.000 60.786)57.610+ 160.78 with hose streams System demand curve 1 .00 @ 20.000 1111111111 111111 I II 111111111 111 I11111 v _j2J111111I111I1IIIIIII11I11111111111111111 0700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 8 Static: Pressure 85.000 Residual: Prenure 20.000 © 3500.00 Availe da Pressure at Time of Tot 84.782 © 160.78 System Demand 57.610 © 60.78 Syate , Demand (Inducing Hose Allowance at Source) 57.610 © 160.78 as, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:55:OOPM Page 2 {.414211 Hydraulic Summary 1 Job Number: 201613 Report Description: Ordinary Group I Job Job Number 201613 Dedpn Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG E State Certification/License Number 0061-0292-C Address SOUTH 144 TH STREET 1 AHJ4450 TFD Address 2 TUKWILA, WA. Job Site/Bulking I LEVEL 5 SUN ROOM AREA + Address Dravdng Nanta I RES CALC PLAN.cad System Remote Area(s) Most Demandng Sprinkler Data 5.6 K -Factor 18.60 at 11.032 ---- Occupan y Ordinary Group I Job Suffix Hose Allowance At Source 100.00 Density 0.150gpm/ft2 Area of Application - -_ 1500.00ft2 (Actual 570.05ft2) Addbonal Hose Supplies Node Flow(gpm) Number Of Spdnlders Calodated 6 Coverege Per Sprinkler 124.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area - -- - Total Hose Streams --- ------- 100.00 System Flow Demand 116.44 Total Water Required (Inducing Hose Allowance) 216.44 Maximum Pressure Unbalance In Loops 0.000 Maximum Vdodty Above Ground 11.94 between nodes 21 and 20 Maximum Velocity Under Ground I 2.67 between nodes 7 and 6 I Volume capacity d Wet Pipes Vdome capacity of Dry Pipes 1025.50gal I Supplies I Node Name Hose Flow I Static i ResidualFlow Available Total Demand j Required j Safety Margin (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) i (psi) 7 Water Supply 100.00 1 85.000 20.000 I 3500.00 84.623 216.44 74.411 10.212 Contractor 1i Number 22 Contact Name . Contact Tmle PHIL FRANCE Name of Contractor: SUREFIRE SPRINKLER CORP. Phone i Extension 206-793-7688 L Address 1 PO BOX 719 ---- FAX Address 2 RAVENSDALE, WA. 98051 E -mai phil©surefiresprinkler.com Address 3 _ — ± Web-Sie yy © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:24:50PM Page 1 Node Analysis Job Number: 201613 Report Description: Ordinary Group! Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 7 286-0 S 74.411 116.44 101 345'-3Sprk11.032), — 11.032 18.60 1 19.03 I 102 346-3 Spr(-11.5451 Spr(-11.680) Spr(-12.221) 11.545 103 346-3 -I-- 11.680 I 19.14 , 104 346-3 12.221 --,--- 19.58 105 346-3 Spr(-12.649) 12.649 19.92 106 346-3 Spr(-12.991) 12.991 20.18 5 6 298'-0 E(17'-7%) 62.457 290-0 72.093 9 345'-9 E(2'-33/4) 11.092 10 345'-9 T(5'-9%) 12.115 11 345'-9 T(5' -91/s) 13.134 12 346-9 P0(6'-0) 14.533 13 346-9 P0(8.-0) 14.832 14 346-9 4 41144 15.608 1_ 15 346-0 fEt3'-6). P0(10'-0) 37.211 3 44.154 I 1 16 337-2 17 298'-0 345'-9 E(2'-3%) 62.290 11.617 I 18 19 345'-9 T(5'-9%) 12.684 20 346-__9 r(6-9%) I T(5'-9%) 13.494 13.841 21 345-9 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:24:51PM Page 3 Hydraulic Analysis Job Number: 201613 Report Description: Ordinary Group 1 _Pipeype Downstream Upstream Diameter Flow Velocity HWC Friction Loss 'Length Length Length Pressure Summary Elevation Discharge K -Factor Pt Pn Fittings lEq. ITotal CO Route 1 BL 1.0800 18.60 6.51 120 0.0987371 0'-6 Pf 0.277 101 345-3 18.60 5.6 11.032 Sprinkler, 2'-33/. Pe -0.217 9 345-9 11.092 E(2'-3') 2'-9% 1Pv BL 1.0830 18.60 6.48 120 0.097412 10'-6 Pf 1.023 9 345-9 11.092 1 Pe 10 345'-9 12.115 10'-6 Pv BL 1.4180 37.74 7.67 120 0.097060 10'-6 Pf 1.019 10 345'-9 19.14 12.115 Flow (q) from Route 3 Pe 11 345-9 13.134 10'-6 Pv BL 1.4180 57.66 11.71 120 0.212589 0'-7 Pf 1.398 11 345-9 19.92 13.134 Flow (q) from Route 5 6'-0 Pe 0.001 12 345'-9 14.533 PO(6'-0) 6'-7 Pv CM 2.2030 57.66 4.85 120 0.024873 12'-0 Pf 0.298 12 345'-9 14.533 Pe 13 345'-9 14.832 12'-0 Pv CM 2.2030 116.44 9.80 120 0.091304 8'-6 Pf 0.776 13 345'-9 58.79 14.832 _ _ Flow (q) from Route 2 Pe 14 345'-9 15.608 8'-6 Pv BL 2.0030 116.44 11.86 150 0.096051 132'-7 Pf 21.715 14 345'-9 15.608 E(11'-0) 93'-6 Pe -0.110 15 346'-0 37.213 E(11'-0), 29Tr(2'-0), T(10'-0), fE(3'-6) 226'-1 Pv BL 2.2030 116.44 9.80 120 0.091304 11-1 �1 Pf 3.112 15 346'-0 37.213 -1 23'-0 Pe 3.829 16 337'-2 44.154 2fE(3'-6), BV(6'-0), PO(10'-0) 34'-1 Pv FR 4.3100 116.44 2.56 120 0.003476 241'-4 Pf 1.159 16 337'-2 44.154 _ _ 92'-0 Pe 16.977 17 298'-0 62.290 8E(10'-0), BV(12'-0) 333'-4 Pv FR 6.3570 116.44 1.18 120 0.000524 175'-0% Pf 0.167 17 298'-0 62.290 143'-4 Pe 5 298'-0 62.457 6E(17' -7'h), T(37'-8%) 318'-4% Pv FR 4.3100 116.44 2.56 120 0.003476 16'-6 Pf 6.169 5 298'-0 62.457 32'-0 Pe 3.468 6 290'-0 72.093 BV(12'-0), 2E(10'-0), BFP(-6.000) 48'-6 Pv UG 4.2200 116.44 2.67 140 0.002896 i 35'-0 Pf 0.150 6 290'-0 72.093 - _ 16'-8%, Pe 2.168 7 285'-0 74.411 E(16'-8%), S 51'-8% Pv 100.00 Hose Allowance At Source 7 216.44 c.i Route 2 BL 1.0800 19.03 6.66 120 0.102979 0'-6' Pf 0.289 102 345'-3 19.03 5.6 11.545 Sprinkler, 2'-3% Pe -0.217 18 345'-9 11.617 E(2'-3') 2'-9' Pv BL 1.0830 19.03 6.63 120 0.101597 10'-6 Pf 1.067 18 345'-9 11.617 I Pe 19 345'-9 12.684 10'-6 Pv BL 1.4180 38.60 7.84 120 0.101222 8'-0 Pf 0.810 19 345'-9 19.58 12.684 _ Flow (q) from Route 4 Pe 20 345'-9 13.494 8'-0 Pv BL 1.4180 58.79 11.94 120 0.220388 1'-7 Pf 0.347 20 345-9 20.18 13.494 Flow (q) from Route 6 Pe 21 345-9 13.841 1'-7 Pv BL 1.6540 58.79 8.78 120 0.104132 1'-6 Pf 0.989 21 345-9 13.841 8'-0 Pe 0.001 13 345'-9 14.832 PO(8'-0) 9'-6 Pv ca Route 3 BL 1.0800 19.14 6.70 120 0.104089 0'-6 Pf 0.652 103 345'-3 19.14 5.6 11.680 Sprinkler, 1 5'-9% Pe -0.217 10 345'-9 12.115 T(5 -9%a) 6'-31%!Pv ca Route 4 BL 1.0800 19.58 6.86 120 0.108543 j 0'-6 Pf 0.680 104 345'-3 19.58 5.6 12.221 Sprinkler, 5-9% Pe -0.217 19 345'-9 12.684 T(5' -9'h) ; 6'-3% Pv u Route 5 BL 1.0800 19.92 6.98 120 0.112055 0'-6 Pf 0.702 105 _ 345'-3 19.92 5.6 12.649 Sprinkler, , 5'-9% Pe -0.217 11 345-9 13.134 T(5-9%) j 6'-3% Pv o Route 6 BL 1.0800 20.18 7.07 120 0.114857 I 0'-6 Pf 0.719 106 345'-3 20.18 5.6 12.991 Sprinkler, 5'-9% Pe -0.217 20 345-9 13.494 T(5-9%) 6'-3% Pv ', ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:24:52PM Page 4 Hydraulic Analysis Pipe Type 1 Job Number: 201613 Report Description: Ordinary Group 1 Diameter Flow Velocity HWC Downstream Elevation Discharge K -Factor Pt Upstream Friction Loss Fittings Length Pressure Eq. Length Summary Total Length 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor C Value Multiplier Value Of C 100 Multiplying Factor 0.713 130 1.16 140 150 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alam, Valve AngV Angle Vaive b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIN/ Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Vaive Z Cap ., ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:24:52PM Page 5 Hydraulic Graph Job Number: 201613 Report Description: Ordinary Group I Water Supply at Node 7 inn Pressure, psi 3 0 8 0 0 0 0 0 $ 8 f III,,,, I, 111II,II i i i 1 iII II111111 111111111111 I,1, 111,111 lit 1,,,11, 111111 „ 1, 1111,, 1111111111111 11, 1I Static Pressure 85.000 116.44 rr % 216.44 @ 74.411 with hose streams System demand curve .00 @ 20.000 Y(muuuiiiiiiiii iiiiIiiii IIIA ItLL1LLlill 1 111111111 111111_111_1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V 0700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 7 Static: Pressure 85.000 Residual: Pressure 20.000 @ 3500.00 Availed° Pressure at Time of Test -- --_ - - -- 84.623 @ 216.44 System Demand 74.411 @ 116.44 —--- _ — — --_ ---- - - - System Demand (Including Hose Allowance at Source) 74.411 © 216.44 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 4:24:50PM Page 2 1 Hydraulic Summary Job Number: 201613 Report Description: Ordinary Group II Job Job Number Design Engineer 201613 PHIL FRANCE Job Name: State Certification/License Number TUKWILA VILLAGE BLDG E I 0061-0292-C --- ----- -- -- '- Address, - - 4450 SOUTH 144 TH STREET i AHJ TFD Address 2 TUKWILA, WA. Job SitelBuildfng WET STANDPIPE SYSTEM Address 3 Drawing Name WSP CALC PLAN.cad System Remote Area(s) Most Dem amino Sprinkler Data K -Factor at Occupancy NA I Job Suffix Manually Flowing Hose Allowance At Source 0.00 Density NA Area of Application NA Additional Hose Supplies Node, Flow(gpm) Number Of Sprinklers Calculated 1 0 Coverage Per SpdnIder NA Hose At Node 36 250.00 Hose At Node 40 250.00 AutoPeak Results: Pressure For Remote Neals) Adjacent To Most Remote Area Hose At Node 48 250.00 Told Hose Streams - - - - - 750.00 System Flow Demand ; Total Water Required (Inducing Hose Allowance) 750.00 i 750.00 1 Maximum Pressure Unbdance In Loops 0.000 Maximum Velocity Above Ground 16.75 between nodes 46 and 48 Maximum Velocity Under Ground Volume capacity of Wet Pipes 702.11 gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow Static I Residual Flow (gpm) (psi) i (psi) @ (gpm) AvailableTotal Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 2 Water Supply , i 150.000 150.000 750.00 150.000 j 750.00 143.866 6.134 Contractor Contractor Number ; 22 Contact Name PHIL FRANCE Contact Title Name of Contractor, SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 PO BOX 719 FAX Address 2 _. _ _ _ - RAVENSDALE, WA. 98051 E mai _- phi!@surefiresprinkler.com Address 3 Web -Site ', ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:30:28PM Page 1 q74 Node Analysis Job Number: 201613 Report Description Ordinary Group!! Node Elevation(Foot) Fittings ? 36 t 40� 48 18t 27 38 46 291'-0 S 335'-10 Hose( -100.000) 335'-10 Hose( -100.000) 335'-10 Hose 00.00p 298'-0 Pressure(psi) j Discharge(gpm) 143.866+ 100.000 100.000 115.298 136.192 750.00 250.00 250.00 250.00 298'-0 T(37'-83/4) 335'-10 Pt12'_0) 137.879 102.693 335'-10 P0(_12'-0 1 117.990 ©M.E.P.CAD, Inc. ' AutoSPRINK®VR11 v11.0.39.0 10/21/2017 1:30:30PM Page 3 1ES Hydkaulic Analysis Pike Type Diameter Downstream Elevation Discharge Upstream Flow Job Number: 201613 Report Description: Ordinary Group II Velocity HWC K -Factor Pt Friction Loss Fittings Length Pressure Eq. Length Summary Total Length ti Route 1 BL 2.4690 250.00 16.75 120 0.215409 0'-6 12'-0 12'-6 Pf 2.693 Pe Pv 36 335'-10 250.00 100.000 38 335'-10 102.693 Hose( -100.000) P0(12'-0) FR _ 4.3100 500.00 11.00 120 0.051504 240'-0 92'-0 332'-0 Pf 17.099 Pe 16.400 Pv 38 335'-10 250.00 102.693 18 298'-0 136.192 Flow (q) from Route 2 8E(10'-0), BV(12'-0) FR 6.3570 500.00 5.05 120 0.007761 144'-4Yz 72'-11 217'-3% Pf 1.686 Pe Pv 18 298'-0 136.192 27 298'-0 137.879 2E(17'-7%), T(37'-8%) FR 6.3570 750.00 7.58 120 0.016432 41'-5 138'-3% 179'-8% Pf 2.953 Pe 3.035 Pv 27 298'-0 250.00 137.879 2 291'-0 143.866 Flow (q) from Route 3 5E(17 -7Y.), BV(12'-7), T(37'-83/4), S 0.00 Hose Allowance At Source 2 750.00 c.• Route 2 BL . _ 2_4690 250.00 16.75 120 0.215409 0'-6 12'-0 12'-6 Pf 2.693 Pe IPv 40 335'-10 250.00 100.000 38 335'-10 102.693 Hose( -100.000) P0(12'-0) c Route 3 BL 2.4690 250.00 16.75 120 0.215409 0'-6 12'-0 12'-6 1 Pf 2.693 , Pe Pv 48 335'-10 250.00 115.298 46 335'-10 117.990 1 Hose( -100.000) P0(12'-0) FR _ _ 4.3100 250.00 5.50 120 0.014287 a 162'-1Y4 82'-0 244'-1% Pf 3.488 Pe 16.400 Pv 46 335'-10 117.990 27 298'-0 137.879 _ T(20'-0), 5E(10'-0), BV(12'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 14.87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter J = Factor ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:30:31 PM Page 4 Hydraulic Analysis _Pike Type Diameter Flow Velocity HWC Downstream Elevation Discharge K -Factor Pt Pn Upstream Job Number: 201613 Report Description: Ordinary Group II Friction Loss Length Pressure Fittings ;Eq. Length !Summary ;Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 111/4° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:30:31 PM Page 5 Hydraulic Graph 1 Water Supply at Node 2 Job Number: 201613 Report Description: Ordinary Group II w 60 60 ;Static Pressure 150.000 .750.00 @ 150.000 40 750.00 @ 143.866 20 00 80 _ ..: 60 System demand curve 40 / 20 n I111111111J11111111 111111111 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 I I 1 1 1 1 1 1 1 1 1 1 I 1 I QI50 300 450 600 750 900 1050 Water flow, gpm 1200 1350 1500 Hydraulic Graph Water Supply at Node 2 Static: Pressure 150.000 Residua: Pressure 150.000 @ 750.00 Available Pressure at Time of Test 150.000 @ 750.00 System Demand 143.866 @ 750.00 System Demand (Including Hose Mowance at Source) 143.866 @ 750.00 (�{, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:30:29PM Page 2 r Hydraulic Summary Job Number: 201613 ,�•�� Re ort Description: Ordina Group I Job ti Job Number 1 Design Engineer 201613 1 PHIL FRANCE + Job Name: TUKWILA VILLAGE BLDG E State CertifiwOon/Ucense Number 0061-0292-C Address 1 4450 SOUTH 144 TH STREET AHJ TFD Address 2 ---- TUKWILA, WA. Job Site&Buildng — -- -- LEVEL 1 NORTH PARKING AREA Address Dressing Name --- LEVEL 1 PARK 20' CALC PLAN.cad System Remote Area(s) Most Demanding Sprinkler Data 14 K -Factor 60.00 at 18.367 Occupancy Ordinary Group 1 Job Suffix Hose Allowance At Source 250.00 Density 0.150gpm/ft2 Area of Application 1950.00ft2 (Actual 1964.21ft2) Additional Hose Supplies Node Flow(gam) Number Of Spdnlders Calculated 9 Coverage Pet Spdnlder 400.00ft2 AutoPeak Results: Pressure For Remote Areas) Adjacent To Most Remote Area Taal Hose Streams - i 250.00 System Flow Demand T Total Water Required(Inducing Hose Allowance) -4 381.29 1 631.29 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 1 25.32 between nodes 9 and 107 Maximum Vdodty Under Ground T 3.95 between nodes 6 and 5 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1 459.63ga1 313.97ga1 Supplies Node Name Hose Flow (gpm) ' Static (psi) Residual @ Flow (psi) (gpm) ! Available @Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 6 Water Supply ,. 250.00 85.000 20.000 1 3500.00 82.266 631.29 70.564 11.702 P m WAIMIHOTON *TATE CRIMINATE OP COMPETENCY FIRE PROTECTION $PRINRLER STOMAS Phil France 0061-0 ' Level 3 Sur- " " ler Corporation S . /:fir 6DD - Contractor 1 Contractor Number Contact Name 22 , PHIL FRANCE Contact Title Name of Contractor ---- +Phone SUREFIRE SPRINKLER CORP. 206-793-7688 on Address 1 POBOX719 FAX Address2 —_.. +I RAVENSDALE, WA. 98051 -__ --_ E -mai phil@surefiresprinkler.com Address 3 Web -Site -. . 16, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:51:18PM Page 1 Node Analysis Job Number: 201613 Report Description: Ordinary Group! Node Elevation(Foot) 1 Fittings Pressure(psi) Discharge(gpm) 6 101 102 103 104 285'-0 t S 298'-0 p 18.367) 298'-0 1 Spr(20.816 70.564 + 381.29 18.367+ 60.00 + 20.816 63.87 298'-0 S r�8.863) _ _ t _ 18.863 60.80 • _ 64.72 ' 298'-0 Spr(21.373) 21.373 16.216 I 17.580 22.688 25.515 30.438 27.184 33.302 53.027 61.886 68.182 32.18 32.372 105 298'-0 Spr(-16.216) 106 298'-0�r(17.580) 107 298'0 4r(-22.68) 108 298'-0 � Spr(-25.515) 109 298'-0 i Spr30.438) 1 298'-0 T(5'� 2298'-0 PO(8'-0). 3 298'-0 4 292'-9'/+ I DPV 5 290'-0 IB' I 7 298'-0 PO -01 8 298'-0 ' PO(5'-0) _ 9i. _ 298'-0 1 PO(5'-0J 22.55 23.48 -1- 26.67 I 28.29 t 30.90 32.107 ©M.E.P.CAD, Inc. +' AutoSPRINK®VR11 v11.0.39.0 10/21/2017 12:51:20PM Page 3 gii_Hydraulic Analysis Job Number: 201613 Report Description: Ordinary Group I _Pike Type Diameter Flow Velocity HWC Friction Loss LengthPressure Eq. Length (Summary i Total Length Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings 4s Route 1 BL 1.7280 60_0.0 8.21 100 0.122428 20'-0 I Pf 2.449 IPe 20'-0 Pv 101 298'-0 60.00 14 18.367 102 298'-0 20.816 Sprinkler BL 1.7280 123.87 16.95 100 0.468075 13'-7Y. Pf 6.368 ,Pe 13'-7% Pv 102 298'-0 63.87 14 20.816 1 298'-0 27.184 Sprinkler BL 1.7280 152.16 20.82 100 0.684797 J 0'-11 %, Pf 6.118 8'-0 Pe 8'-11% Pv 1 298'-0 28.29 27.184 2 298'-0 33.302 Flow (q) from Route 4 PO(V-0) CM 3.3340 381.29 14.01 100 0.152621 115'-3 Pf 19.725 14'-0 I Pe 129'-3 Pv 2 298'-0 229.13 33.302 3 298'-0 53.027 Flow (q) from Route 2 2E(7'-0) CM 4.3100 381.29 8.38 100 0.043707 111'-3Y ; Pf 6.612 40'-0 , Pe 2.248 151'-3%IPv _ 3 298'-0 53.027 4 292'-9% 61.886 T(20'-0), 2E(10'-0), DPV FR 4.3100 381.29 8.38 120 0.031194 8'-0: Pf 5.075 58'-6%; Pe 1.220 66-6% Pv 1 4 292.-9% 61.886 5 290'-0 68.182 BV(16'-8%), PO(27-10%), BFP(-3.000), E(13.-11%) UG 6.2800 381.29 3.95 140 0.003750 35'-0 � Pf 0.214 22'-0% I Pe 2.168 57'-O%;Pv 5 290'-0 68.182 6 285'-0 70.564 E(22'-0%), S 250.00 Hose Allowance At Source 6 631.29 c.• Route 2 BL 1.7280 60.80 8.32 100 0.125482 20'-0 1 20'-0 • Pf 2.510 Pe Pv 103 298'-0 60.80 14 18.863 104 298'-0 21.373 Sprinkler _BL _ _ 1.7280 125.53 17.17 100 0.479699 14'-6% 8'-0 22'-6'/ Pf 10.812 Pe Pv 104 298'-0 64.72 14 21.373 7 298'-0 32.185 Sprinkler, PO(8'-0) CM 3.3340 198.23 7.29 100 0.045506 4'-1Y2 4'-1% Pf 0.187 Pe Pv 7 298'-0 72.70 32.185 8 298'-0 32.372 Flow (q) from Route 3 CM 3.3340 229.13 8.42 100 0.059489 15'-7Y2 15'-7%z Pf 0.930 Pe Pv 8 298'-0 30.90 32.372 2 298'-0 33.302 Flow (q) from Route 5 a Route 3 BL 1.0830 22.55 7.85 100 0.194911 7'-0 7'-0 Pf 1.364 Pe Pv 105 298'-0 22.55 5.6 16.216 106 298'-0 17.580 Sprinkler BL 1.0830 46.03 16.03 100 0.729680 1 7'-0 7'-0 Pf 5.108 Pe Pv 106 298'-0 23.48 5.6 17.580 107 298'-0 22.688 Sprinkler BL 1.0830 72.70 25.32 100 1.699744 0'-6% 5'-0 6-6% Pf 9.419 Pe Pv 107 298'-0 26.67 5.6 22.688 9 298'-0 32.107 Sprinkler, PO(5'-0) CM 3.3340 72.70 2.67 100 0.007115 10'-10% 10'-10% Pf 0.077 Pe Pv 9 298'-0 32.107 7 298'-0 32.185 a Route 4 BL 1.0830 28.29 9.85 100 0.296435 0'-7% 5'-0 5'-7Y2 Pf 1.669 Pe Pv 108 298'-0 28.29 5.6 25.515 1 298'-0 27.184 Sprinkler, T(5'-0) Route 5 BL 1.0830 30.90 10.76 100 0.348986 0'-6% 5'-0 5'-6% Pf 1.934 Pe Pv 109 298'-0 30.90 5.6 30.438 8 298'-0 32.372 Sprinkler, PO(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter l4'87 ( Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / = Factor 1&,© M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:51:21 PM Page 4 Hydraulic Analysis TyP_e — Downstream Upstream Diameter Flow Velocity. _ HWC Elevation Discharge K -Factor Pt Friction Loss Fittings Pipe Type Legend Units Legend Job Number: 201613 Report Description: Ordinary Group I Length 1Pressure I Eq. Length Summary Total Length Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b Ba1V BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap '8, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:51:21 PM Page 5 nydraulic Graph 1 1 Water Supply at Node 6 Job Number: 201613 Report Description: Ordinary Group I w 90 -Static 60 Pressure 85.000 - 70 381.29 i" 70.564 - 60 63129 with hose streams 50 1System 30 demand curve 20 .00 @ 20.000 10 3 0 76Llll tutu 11111 11 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 07001400 2100 2800 3500 4200 4900 Water flow, gpm 5600 6300 7000 Hydraulic Graph Water Supply at Node 6 Static Pressure 85.000 Residual: Pressure 20.000 @ 3500.00 Available Pressure at Time of Test 82.266 @ 631.29 System Demand 70.564 @ 381.29 System Demand (Indudinp Hose Allowance et Source) 70.564 @ 631.29 (� ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:51:19PM Page 2 1 Job` Hydraulic Summary Job Number: 201613 Report Description: Light Hazard Job Number 201613 Design Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG E State Certification/License Number 0061-0292-C Address 1 - -- 4450 SOUTH 144 TH STREET f AHJ TFD u Addre2 -- --- -' TUKWILA, WA. Job Site/Building— -- -- LEVEL 1 SOUTH PARKING AREA Address 3 Drawing Name LEVEL 1 PARK 20' CALC PLAN.cad System Remote Area(s) Moat Dem andng Sprinkler Data 14 K -Factor 60.00 at 18.367 Occupancy I Job Suffix Light Hazard Hose Allowance At Source- - - - — -- - - 250.00 } - Density — -- IArea of Application - -- 0.100gpm/ft' 1 1500.00ft2 (Actual 2116.70ft2) Adddonal Hose Supplies Node, Flow(gom) Number Of Sprinklers Calculated Coverage Pa Sprinlder 6 400.00ft2 _ AutoPeak Results: Pressure For Remote Area(s) Adjacent To Moat Remote Area Total Hose Streams 250.00 System Flow Demand T Total Water Required (Including Hoae Allowance) 400.33 1 650.33 Maximum Pressure Unbalance In Loops 0.000 Maximum Vdodty Above Ground 27.43 between nodes 11 and 206 Maximum Vdodty Linder Ground T- 4.15 between nodes 6 and 5 Volume capadty of Wet Pipes 459.63ga1 Volume capacity of Dry Pipes 313.97ga1 Supplies Node Name Hose Flow (gpm) Static Residual Flow (psi) (psi) @ (gpm) Available Total Demand Required (psi) @(gpm) (psi) Safety Margin (psi) 6 L_ Water Supply 250.00 ) 85.000 20.000 3500.00 82.111 1 650.33 59.230 F 22.881 Contractor Contractor NumberContact Name 22 I PHIL FRANCE Contact Title Name of Comroctor: SUREFIRE SPRINKLER CORP. Phone _ --- - ' 206-793-7688 Extension Address 1 POBOX719 ;-E_mo FAX Address 2 --- -... --- _ --- - --- RAVENSDALE, WA. 98051 - -- phil©surefiresprinkler.com Address 3 Web -Site -- �, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:54:40PM Page 1 Node Analysis ° Node Elevation(Foot) 4 Fittings 285'-0S 201 298'-0 I Spr(-18.367) 2021 298'-0 Spr(-20.693) 203 I 298'-0 1 W(29.5621_ 204 t 298'-0 Spr(18.502) 205 298'-0 1 Spr(-20.844 206-1- 296-0 S if:29.773) 3 298'-0 41— 292'-9'/. DPV 5 290'-0 10 I 298'-0 PO(8'-0L 111 — 298'-0 PO(8'-0) Pressure(psi) 59.230 18.367 20.693 29.562 Job Number: 201613 Report Description: Light Hazard Discharge(gpm) 400.33 18.502 __20.844 29.773 60.00 63.69 76.12 60.22 63.92 76.39 41.494+ 50.337 I 56.829 41.448 41.7381 Qty © M.E.P.CAD, Inc. ' AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:54:42PM Page 3 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Job Number: 201613 Report Description: Light Hazard Flow Velocity HWC Elevation Discharge K -Factor Pt Friction Loss Fittings Length Pressure Eq. Length ;Summary Total Length coo Route 1 BL 1.7280 60.00 8.21 100 0.122428 19'-0 19'-0 'Pf 2.326 Pe Pv 201 298'-0 60.00 14 18.367 202 298'-0 20.693 Sprinkler BL 1.7280 123.69 16.92 100 0.466761 19'-0 19'-0 Pf 8.868 Pe Pv 202 298'-0 63.69 14 20.693 203 298'-0 29.562 Sprinkler BL 1.7280 199.81 27.33 100 1.133505 2'-5% 8'-0 10'-5% Pf 11.886 Pe Pv 203 298'-0 76.12 14 29.562 10 298'-0 41.448 Sprinkler, PO(V-0) CM 3.3340 199.81 7.34 100 0.046176 1'-0 1'-0 Pf 0.046 Pe Pv 10 298'-0 41.448 3 298'-0 41.494 1 CM 4.3100 199.81 4.39 100 0.013224 18'-6 18'-6 Pf 0.245 Pe Pv 3 298'-0 41.494 11 298'-0 41.738 CM 4.3100 400.33 8.80 100 0.047832 92'-9'/4 40'-0 132'-9Y4 Pf 6.351 Pe 2.248 Pv 11 298'-0 200.53 41.738 4 292'-9% 50.337 Flow (q) from Route 2 T(20'-0), 2E(10'-0), DPV FR 4.3100 400.33 8.80 120 0.034137 8'-0 58'-61,4 66'-6% Pf 5.271 Pe 1.220 Pv 4 292'-9'/4 50.337 5 290'-0 56.829 BV(16-8'/4), PO(27'-10%), BFP(-3.000), E(13.-11%) UG 6.2800 400.33 4.15 140 0.004104 35'-0 22'-0% 57'-Q% Pf 0.234 Pe 2.168 Pv 5 290'-0 56.829 6 285'-0 59.230 E(22'-0%), S 250.00 Hose Allowance At Source 6 650.33 CD Route 2 BL 1.7280 60.22 8.24 100 0.123260 19'-0 19'-0 Pf 2.342 Pe Pv 204 298'-0 60.22 14 18.502 205 298'-0 20.844 Sprinkler BL 1.7280 124.14 16.98 100 0.4699211 , 19'-0 19'-0 Pf 8.928 Pe Pv 205 298'-0 63.92 14 20.844 206 298'-0 29.773 Sprinkler BL 1.7280 200.53 27.43 100 1.141106 2'-5% 8'-0 10'-53/4 Pf 11.966 Pe Pv 206 298'-0 76.39 14 29.773 11 298'-0 41.738 Sprinkler, PO(8'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter l4'87 ( Value Of C 100 Multiplying Factor 0.713 130 1.16 140 150 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / = Factor ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:54:43PM Page 4 1 Hydraulic Analysis Pipe Type Diameter Downstream Elevation Upstream Flow _ Velocity HWC Discharge K -Factor Pt Pn Fittings Friction Loss Job Number: 201613 Report Description: Light Hazard Length Pressure Eq. Length Summary ,Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT -g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF I WMV Z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:54:43PM Page 5 Hydraulic Graph 1 Water Supply at Node 6 Job Number: 201613 Report Description: Light Hazard w 90 -Static 80 Pressure 85.000 70 604 50 .33 650.33 @ 59 2*30 with hose streams 40 -.System 30 demand curve - .00 @ 20.000 10 O 7 Wlllllt 11111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0700 1400 2100 2800 3500 4200 4900 Water flow, gpm 5600 6300 7000 Hydraulic Graph Water Supply at Node 6 Static: Pressure 85.000 Residual: Pressure 20.000 © 3500.00 Available Pressure at Time of Test 82.111 © 650.33 System Demand 59.230 © 400.33 System Demand (Inducing Hose Allowance at Source) 59.230 @ 650.33 ts,, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:54:41 PM Page 2 Job ydraulic Summary Job Number: 201613 Report Description: Ordinary Group I Job Numbs 201613 ---}State —.- ' Design Engines ' PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG E Certification/License Number ' 0061-0292-C Address 1 4450 SOUTH 144 TH STREET AHJ ' TFD Address 2 TUKWILA, WA. Llob Sit&Buildng LEVEL Drawing Name LEVEL MEZZ NORTH PARKING AREA Address 3 - - -- — MEZZ PRK CALC PLAN.cad System Remote Area(s) Most Demandng SpdnNer Data 14 K -Factor 60.00 at 18.367 Occupancy Job Suffix Ordinary Group I i Hose Allowance At Source 250.00 Dsmity + Area of Application 1 0.150gpm/ft2 1 1500.00ft2 (Actual 1968.77ft2) Addtional Hose Supplies Node Flow(gom) Number Of Sprinklers Calculated Coverage Per Sprinkler 6 400.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Moet Remote Area Total Hose Streams 250.00 - System Flaw Demand 379.09 Total 629.09 Water Required (Inducing Hose Allowance) Maximum Pressure Unbalance In Loops 0.000 Maximum Vdodty Above Ground 20.21 between nodes 3 and 102 Maximum Vdodty Under Ground 3.93 between nodes 1 and 4 capacity of Dry Pipes Vduma capacity of Wet Pipes ; Volume 756.76ga1 104.66ga1 Supplies I Hose Flow Node Name ' (gpm) Static (psi) Residual (psi) @ Flow (gpm) Available Total Demand Required 1 Safety Margin (psi) @ (gpm) (psi) I (psi) _ 1 Water Suppe1 250.00 85.000 1 20.000 ! 3500.00 � 82.284 629.09 1 69.794 12.489 Contractor Contractor NumberI 22 Contact Name + PHIL FRANCE Contact Tide Name of Contractor SUREFIRE SPRINKLER CORP.206-793-7688 . --_ __--� _ j Phone Extension I Address 1 PO BOX 719 FAX II111 A RAVENSDALE, WA. 98051 1 Ephil@surefiresprinkler.com Address 3 t Web -Ste • I ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:07:01 PM Page 1 Node Analysis Job Number: 201613 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1! 101 102 103 t1 104 285'-0 S 105 106 2 7 307'-2 Spr(-18.367) 307'-2 Spr(-22.853) 307'-2 _pr( -29.901) 307'-2 SprO 3.777) 307'-2 Spr(-28.966) 307'-2 4r02.225) 307'-2 307'-2 69.794 18.367 22.853 290'-O 307'-2 PO(10'-0) 307'-2 PO(10'-0) 298'-0 E(9'-1114 307'-2_4 29.901 13.777 28.966 32.225 19.894 27.431 379.09 + 60.00 66.93 f 76.55 20.79 75.35 79.47 67.415 38.073 38.401 58.349 32.057 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:07:03PM Page 3 Hydraulic Analysis Job Number: 201613 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K -Factor Pt Upstream Friction Loss Fittings (Length Pressure Eq. Length 'Summary !Total Length u Route 1 BL 1.6540 80.79 12.06 100 0.262687 5'-9% 5'-9% i Pf 1.527 Pe Pv 101 307'-2 60.00 14 2 307'-2 18.367 19.894 Sprinkler BL 1.7280 80.79 11.05 100 0.212260 13'-11% 13'-11% Pf 2.958 Pe Pv 2 307-2 102 307'-2 _ 19.894 22.853 BL _ _ _ _ 1.7280 147.71 20.21 100 0.648214 7'-0' 7-0% Pf 4.578 Pe Pv 102 307'-2 66.93 14 3 307'-2 22.853 27.431 Sprinkler BL 2.2030 147.71 12.43 100 0.198644 12'-5% 12'-5Y4 Pf 2.471 Pe Pv 3 307'-2 103 307-2 27.431 29.901 BL _ 2.2030 - 224.27 18.88 100 0.430103 9'-0 10'-0 19'-0 Pf 8.172 Pe Pv 103 307'-2 76.55 14 5 307'-2 29.901 38.073 Sprinkler, PO(10'-0) CM 4.3100 224.27 4.93 100 0.016374 20'-0 20'-0 Pf 0.327 Pe Pv 5 307'-2 6 307'-2 38.073 38.401 CM 4.3100 _ 379.09 8.34 100 0.043242 289.-10% 79'-6 369'-4% Pf 15.973 Pe 3.975 Pv 6 307'-2 154.82 7 298'-0 38.401 58.349 Flow (q) from Route 3 6E(9'-11%), T(19'-10%) FR 4.3100 _ 379.09 8.34 120 0.030862 11'-8Y4 Pf 5.597 72'-5% , Pe 3.468 84'-2 Pv 7 298'-0 4 290'-0 58.349 67.415 DPV(13'-11 %), BV(16'-8' ), PO(27'-10' ), BFP(-3.000), E(13.-11%) UG 6.2800 379.09 3.93 140 0.003710 35'-0 .Pf 0.212 22'-0% Pe 2.168 57'-O% Pv 4 290'-0 1 285'-0 67.415 69.794 _ E(22'-0%), S 250.00 Hose Allowance At Source 1 629.09 c.. Route 2 BL 1.0830 20.79 7.24 100 0.167633 20'-4% Pf 4.590 7-0 Pe 2T-4% JPv 104 307'-2 20.79 5.6 101 307'-2 _ 13.777 18.367 Sprinkler, E(2'-0), T(5'-0) Ch Route 3 BL 1.7280 75.35 10.31 100 0.186591 ] 16-6% 16'-6' Pf 3.090 Pe Pv 105 307'-2 75.35 14 8 307'-2 28.966 32.057 Sprinkler BL 2.2030 75.35 6.34 100 0.057181 Z-11% Z-11% Pf 0.168 Pe Pv 8 307'-2 106 307'-2 32.057 32.225 BL 2.2030 154.82 13.03 100 0.216696 18'-6 10'-0 28'-6 Pf 6.176 Pe Pv 106 307'-2 79.47 14 6 307'-2 32.225 38.401 Sprinkler, i PO(10'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter \ 4.87 = Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter J , ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:07:04PM Page 4 Hydraulic Analysis - l - Pipe Type 1 Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC Friction Loss K -Factor Pt Pn Fittings Pipe Type Legend Units Legend t Job Number: 201613 Report Description: Ordinary Group Length Pressure Eq. Length Summary Total Length Fittings Legend ti AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 f fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%* Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap , © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:07:04PM Page 5 igfj. Hydraulic Graph 1 Water Supply at Node 1 Job Number: 201613 Report Description: Ordinary Group I Pressure, psi D o r8 c8 $ `8 8 o 8 8 E 1„ I,,,,,,1,,,,,,11,!1,,,,,,,11,,,,,,,,,111„ 1111111,,,,,,,11,,,,11,,,11 „ 111,111,1,,,,,1,1,,,,,11111 Static Pressure 85.000 379.09 V 69.794 629.09 with hose streams System demand curve .00 © 20.000 J IIl1111II 111111111 11111 1 1 1 1 III 1 I I I 11 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V 0700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 85.000 Residual: Pressure 20.000 @ 3500.00 Available Pressure at Time of Test 82.284 @ 629.09 System Demand 69.794 @ 379.09 System Demand (Inducing Hose APowance at Source) — — 69.794 @ 629.09 g6, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:07:02PM Page 2 Eitlydraulic Summary Job Job Number: 201613 Report Description: Ordinary Group I Job Number Design Engineer 201613 , PHIL FRANCE Job Name: +State Certificationticense Number TUKWILA VILLAGE BLDG E 1 0061-0292-C Address 1 t AHJ 4450 SOUTH 144 TH STREET ; TFD Address 2 Job Site/Building TUKWILA, WA. 1 LEVEL MEZZ SOUTH PARKING AREA Address 3 i Drawing Name LEVEL MEZZ PRK CALC PLAN.cad System • Remote Area(s) Most Demanding Sprinkler Data I Occupancy 14 K -Factor 60.00 at 18.367 4 Ordinary Group I Job Suffix Hae Allowance At Source 250.00 —� - --- Deraity Area of Application 0.150gpm/ft2 ; 1500.00ft2 (Actual 2131.93ft2) Adddad Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated wage Per Sprinlder 6 , 400.00ft2 AutoPeak Results: Pressure For Remote Area(s) AdjeceM To Most Remote Area Total Hae Streams 250.00 System Flow Demand 1 Total Water Required (Including Hae Allowance) 403.18 I 653.18 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 17.34 between nodes 12 and 205 Maximum Velocity Under Ground 4.18 between nodes 1 and 4 Volume capacity of Wet Rpa 1 Volume capacity of Dry Apes 756.76ga1 I 104.66ga1 Supplies Node 1 Name Hose Flow (gpm) Static (psi) Residual Flow (psi) oe (gpm) Available Total Demand 1 Required (psi) @(gpm) (psi) Safety Margin (psi) 1 Water Supply 250.00 85.000 20.000 1 3500.00 82.088 1 653.18 67.682 14.406 Contractor Contractor Number 22 Contact Name Contact Title PHIL FRANCE Name of Contractor. SUREFIRE SPRINKLER CORP. Phone Extension 206-793-7688 I Address 1 PO BOX 719 FAx Address 2 —_...... RAVENSDALE, WA. 98051 E-mail phil©surefiresprinkler.com Address 3 Web -Site ,, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:12:56PM Page 1 Node Analysis Job Number: 201613 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 201 202 203 204 205 206 4 285-0 307'-2 307'-2 7 9 10 11 12 307'-2 307'-2 S _ -18.3671_ Sir( -20.4491 Spr(-29.550) S• r -19.232) 307'-2 Spr(-21.787) 307-2 Spr(-30.272) 290'-0 298'-0 E(9'-111/4) 307'-2 307'-2 PO(10'-0)_ 307'-2 PO(10'-0) 307'-2 67.682 18.367 20.449 29.550 403.18 60.00 63.31 19.232 21.787 30.272 65.277 55.898 76.10 61.40 65.35 77.03 29.470 40.236 40.493 29.813 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:12:58PM Page 3 ni Hydraulic Analysis II Job Number: 201613 Report Description: Ordinary Group I Rip Downstream Upstream Type Diameter Flow Velocity HWC Friction Loss j Length 'Pressure Eq. Length !Summary 'Total Length Elevation Discharge K -Factor Pt Pn Fittings .. Route 1 BL 1.7280 60.00 8.21 100 0.122428 17'-0 17'-0 Pf 2.081 Pe Pv 201 307'-2 60.00 14 18.367 202 307'-2 20.449 _ Sprinkler BL 1.7280 123.31 16.87 100 0.464126 19'-5Y4 19'-5Y4 Pf 9.021 Pe Pv 202 307'-2 63.31 14 20.449 9 307-2 29.470 Sprinkler BL 2.2030 __ 123.31 10.38 100 0.142231 0'-6% 0'-6% Pf 0.080 Pe Pv _ 9 307'-2 29.470 203 307'-2 29.550 BL 2.2030 199.41 16.78 100 0.346097 20'-10%2 10'-0 30'-10Y2 Pf 10.686 Pe Pv 203 307'-2 76.10 14 29.550 10 307'-2 40.236 Sprinkler, PO(10'-0) CM _ . _ _ 4.3100 199.41 4.39 100 0.013.176 19'-6 19'-6 Pf 0.257 Pe Pv 10 307'-2 40.236 11 307'-2 40.493 CM 11 7 4.3100 403.18 8.87 100 0.048463 176-2%2 59'-7% 235'-10 Pf 11.430 Pe 3.975 Pv 307-2 203.77 40.493 298'-0 55.898 Flow (q) from Route 2 T(19'-10%), 4E(9'-11%) FR 4.3100 403.18 8.87 120 0.034588 11'-8% 72'-5% 84'-2 Pf 5.911 Pe 3.468 Pv 7 298'-0 55.898 4 290'-0 65.277 DPV(13'-11 Y4), BV(16-8%), PO(27'-10%2), BFP(-3.000), E(15-11%) UG 6.2800 403.18 4.18 140 0.04158 35-0 Pf 0.237 22'-0% Pe 2.168 57'-0% 'Pv 4 290'-0 65.277 1 285'-0 67.682 E(22'-0%), S 250.00 Hose Allowance At Source 1 653.18 o Route 2 BL 1.7280 61.40 8.40 100 0.127747 20'-0 20'-0 Pf 2.555 Pe Pv 204 307'-2 61.40 14 19.232 205 307'-2 21.787 Sprinkler BL 1.7280 126.74 17.34 100 0.488318 16-5% 16'-51/4 Pf 8.027 Pe Pv 205 307'-2 65.35 14 21.787 12 307'-2 29.813 Sprinkler BL 2.2030 126.74 10.67 100 0.149644 3'-01/4 3'-0'/4 Pf 0.458 Pe Pv 12 307'-2 29.813 206 307'-2 30.272 BL 2.2030 203.77 17_15. 100 0.360218 16-4% 10'-0 25-4/, Pf 10.221 Pe Pv 206 307'-2 77.03 14 30.272 11 307'-2 40.493 i Sprinkler, PO(10'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4'87 ( ) = Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:12:59PM Page 4 Hydraulic Analysis Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K -Factor Pt Upstream Friction Loss Fittings Pipe Type Legend Units Legend Job Number: 201613 Report Description: Ordinary Group I Length Pressure Eq. Length •Summary ;Total Length , Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DelV DPV E EE Eel Ee2 f fd FDC fE fEE flg FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 111/4° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap �y ©M.E.P.CAD, Inc." AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:12:59PM Page 5 iC4 E7E-L1^ Hydraulic GraphIIJob Number: 201613 Report Description: Ordinary Group I Water Supply at Node 1 9M Pressure, psi 1111 1 ,111111,1I,,,,I,II 11111111111111,1111,,,,,,III,,, 111,II,I,I,I,I,11111111111 ,, I,,,,I1111,1111 Static Pressure 85.000 .18 403.18 NM 653.18 67.682 with hose streams ystem demand curve .00@20.000 H1111111111 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 III 1 1 1 I 11 1 1 1 1 1 11 11 ) 1 1 I 1 I I I 1 0,00 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 85.000 Reddual: Pressure 20.000 © 3500.00 Available Pressure at Time of Teat 82.088 @ 653.18 System Demand 67.682 © 403.18 System Demand (Inducing Hose Allowance et Source) 67.682 @ 653.18 116,, ©M.E.P.CAD, Inc. g AutoSPRINK® VR11 v11.0.39.0 10/21/2017 1:12:57PM Page 2 1 Job ' Hydraulic Summary Job Number: 201613 Report Description: Ordinary Group II Job Number Deeign Engineer 201613 PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG E State Certification/License Number 0061-0292-C Address 1 4450 SOUTH 144 TH STREET Al -IJ TFD Address TUKWILA, WA. Job Site/Building _—_--- LEVEL MEZZ RETAIL AREA Address 3 —} Drawing Name i RETAIL CALC PLAN.cad System Remote Area(s) Most Demanding Sprinlder Data Occupancy 14 K -Factor 51.00 at 13.270 Ordinary Group II Job Suffix Hose Allowance At Source 250.00 Density 0.200gpm/ft2 Area o1 Application 1500.00ft2 (Actual 1617.36ft2) Addidonal Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 9 Coverage Per Sprinkler 1 256.00ft2 AutoPeak Results: Pressure For Remote Areals) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 382.21 Total Water Required (Including Hose Allowance) 632.21 Maximum Pressure Unbalance In loops 0.000 Msxlmum Velocity Above Ground 21.34 between nodes 7 and 6 Maximum Velocity Under Ground 3.96 between nodes 1 and 4 Volume capacity of Wet Pipes 881.43ga1 Volume capacity of Dry Pipes Supplies Node i Name Hose Flow (gpm) Static (psi) Residual Flow 1 Available Total Demand (psi) . (gpm) (psi) e_ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 1 250.00 1 85.000 j 20.000 j 3500.00 L 82.259 632.21 69.732 12.526 Contractor Contractor Number 22 Contact Name i Contact Title PHIL FRANCE Name of Contractor: Y SUREFIRE SPRINKLER CORP. Phone 1 Extension 206-793-7688 Address 1 POBOX 719 FAX -- Address2 —__ _- __. _ _ _ RAVENSDALE, WA. 98051 E -mel phil©surefiresprinkler.com Address 3 Web -Site - —_ ply © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:39:01 AM Page 1 1 Node Analysis Job Number: 201613 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 285'-0 S 101 102 103 104i 105 308'-0 Sir( -15.901L 106 I 308'-0 Spr(-17.048) 107 ' 308'-0 S r(14.8571 108 308'-0 Spr(-10.90 109 4 308'-0 Spr(-10.932) 2 308'-0 pr( -13.270L 308'-0 Spry -14.241) 308'-0 Spr(-13.872) 308'-0 Spr(-14.883) 3 308'-0 PO( Q 308'-0 PO(5'-0) 4 290'-0 5 308'-0 PO(V-0) 6 308'-0 PO(8'-0) 7 308'-0 8 308'-0 T(21'-10) 9 t 302'-0 PO(15'-0) 24 298'-0 37 _ 298'-0 E(18'-23/4) 38 308'-0 PO(5'-0) 69.732 13.270 14.241 382.21 I 51.00 52.83 13.872 14.883 t 15.901 17.048 14.857 10.903 10.932 16.817 52.14 54.01 55.83 57.81 21.59 18.49 18.52 17.114 67.350 17.566 20.092 23.610 30.802 41.437 54.492 55.967 16.813 39 308'-0 T(5'-0) 11.785 , ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:39:03AM Page 3 Hydraulic Analysis 1 Job Number: 201613 Report Description: Ordinary Group II Pipe Type Diameter Elevation Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream _ Discharge K -Factor Pt Pn Fittings �+ Route 1 BL 1.7280 51.00 6.98 120 0.064687 15'-0 i Pf 0.970 _ 101 308'-0 51.00 14 13.270 Sprinkler Pe 102 308'-0 14.241 15'-0 Pv BL 1.7280 103.83 14.20 120 0.241004 2'-8% Pf 2.576 102 308'-0 52.83 14 14.241 Sprinkler, 1 8'-0 Pe 2 308'-0 16.817 PO(8.-0) 10'-8%. Pv CM 2.7050 125.42 7.00 120 0.038544 7'-8% Pf 0.297 2 308'-0 21.59 16.817 Flow (q) from Route 4 Pe 3 308'-0 17.114 7-8% Pv CM 2.7050 162.42 9.07 120 0.062186 7-3% Pf 0.452 3 308'-0 37.01 17.114 Flow (q) from Route 5 Pe 5 308'-0 17.566 7'-3% Pv CM 2.7050 268.57 14.99 120 0.157677 16'-0% Pf 2.526 5 308'-0 106.15 17.566 Flow (q) from Route 2 Pe 6 308'-0 20.092 16'-O% Pv CM 2.7050 382.21 21.34 120 0.302866 11'-7% Pf 3.518 6 308'-0 113.63 20.092 Flow (q) from Route 3 Pe 7 308'-0 23.610 11'-7% Pv CM 3.3140 382.21 14.22 120 0.112665 42'-0 Pf 7.192 7 308'-0 23.610 21'-10 Pe 8 308'-0 30.802 T(21'-10) 63'-10 Pv CM 3.3340 382.21 14.05 120 0.109411 27'-5 8.033 8 308'-0 30.802 ,Pf 46.-0113e 2.601 9 302'-0 41.437 2E(7-0), fE(7'-0), BV(10'-0), PO(15'-0) 73'-5 Pv FR 4.3100 382.21 8.40 120 0.031333 219'-2 Pf 11.321 9 302'-0 ..__ 41.437 142'-2 Pe 1.734 24 298'-0 54.492 PO(27'-10%), 7E(13'-11%), BV(16'-8%) 361'-4 Pv FR _ 6.4030 382.21 3.81 120 0.004558 175'-0% Pf 1.475 24 298'-0 54.492 148'-5% Pe 37 298'-0 55.967 6E(18'-2%), T(39'-0%) 323'-6Y4 Pv FR 4.3100 382.21 8.40 120 0.031333 16'-6 Pf 7.914 37 298'-0 55.967 44'-7% Pe 3.468 4 290'-0 67.350 BV(16'-8%), 2E(13.-11%), BFP(-0.000), BFP(-6.000) 61.-1% Pv UG 6.2800 382.21 3.96 140 0.003767 35'-0 Pf 0.215 4 290'-0 67.350 22'-0% Pe 2.168 1 285'-0 69.732 E(22' -03h), S 57-O% Pv 250.00 Hose Allowance At Source 1 632.21 v Route 2 BL 1.7280 52.14 7.13 120 0.067394 15'-0 Pf 1.011 103 308'-0 52.14 14 13.872 Sprinkler I Pe 104 308'-0 14.883 i 15'-0 Pv BL 1.7280 106.15 14.52 120 0.251061_ 2'-8'/a I Pf 2.684 104 308'-0 54.01 14 14.883 Sprinkler, 8'-0, Pe 5 308'-0 17.566 PO(8'-0) 10.-8% :Pv Route 3 BL 1.7280 55.83 7.64 120 0.076467 I 15'-0 j Pf 1.147 105 308'-0 55.83 14 15.901 Sprinkler 'Pe 106 308'-0 17.048 15'-0 'Pv BL 1.7280 113.63 15.55 120 0.284769 2'-8% Pf 3.044 106 308'-0 57.81 14 17.048 Sprinkler, 8.-0 :Pe 6 308'-0 20.092 PO(V-0) 10'-8% Pv rik Route 4 BL _ _ _ 1.0830 21.59 7.52 120 0.128293 10'-3 : Pf 1.956 107 308'-0 21.59 5.6 14.857 Sprinkler, 1 5.-0 ;Pe 38 308'-0 16.813 PO(5'-0) 15'-3 Pv CM 2.7050 21.59 1.21 120 0.001487 2'-8% Pf 0.004 38 308'-0 16.813 Pe 2 308'-0 16.817 2'-8' IPv u Route 5 BL 1.0830 18.49 6.44 120 0.096355 4'-2 Pf 0.883 108 308'-0 18.49 5.6 10.903 Sprinkler, 5'-0 Pe 39 308'-0 11.785 T(5'-0) 9'-2 Pv BL 1.0830 37.01 12.89 120 0.347788 10'-3% Pf 5.329 39 308'-0 18.52 11.785 Flow (q) from Route 6 5'-0 Pe 3 308'-0 17.114 PO(5'-0) 15'-3% Pv ca Route 6 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:39:04AM Page 4 Hydraulic Analysis Job Number: 201613 Report Description: Ordinary Group II Pim Type Diameter Flow Velocity HWC Friction Loss j Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream 'Total Length BL 1.0830 18.52 6.45 120 0.096592 109 308'-0 18.52 5.6 10.932 Sprinkler, 39 308'-0 11.785 T(5'-0) 3'-10 5'-0 8'-10 Pf 0.854 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve De1V Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22%° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �y © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:39:04AM Page 5 Hydraulic Graph 100 90 80 70 60 150 40 30 20 10 0 0700 1400 2100 Water Supply at Node 1 Job Number: 201613 Report Description: Ordinary Group II 2800 3500 4200 4900 Water flow, gpm 5600 6300 7000 Hydraulic Graph Water Supply at Node 1 Static: Pressure 85.000 Residual: Pressure 20.000 @ 3500.00 Amiable Pressure at Time of Ten 82.259 @ 632.21 System Demand 69.732 @ 382.21 System Demand(Induding Hose Allowance at Source) 69.732 @ 632.21 (gj ©M.E.P.CAD, Inc. F AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:39:02AM Page 2 -Static Pressure 85.000 - 382.2 V 69.732 - 632.21 with hose streams system demand curve - .00 @ 20.000 J --uL1011111L111111111 111111111 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2800 3500 4200 4900 Water flow, gpm 5600 6300 7000 Hydraulic Graph Water Supply at Node 1 Static: Pressure 85.000 Residual: Pressure 20.000 @ 3500.00 Amiable Pressure at Time of Ten 82.259 @ 632.21 System Demand 69.732 @ 382.21 System Demand(Induding Hose Allowance at Source) 69.732 @ 632.21 (gj ©M.E.P.CAD, Inc. F AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:39:02AM Page 2 1 Hydraulic Summary Job Number: 201613 Report Description: Ordinary Group I Job Job Number 201613 Design Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG E State Certficatlon/License Number 0061-0292-C Address 1 AHJ 4450 SOUTH 144 TH STREET ; TFD Address 2 TUKWILA, WA. rJob Site/Building LEVEL MEZZ RES LOBBY AREA Address3 Drawing Name RETAIL CALC PLAN.cad System Remote Area(s) Most Demandng Sprinkler Data 5.6 K -Factor 18.90 at 11.391 Occupancy ' Job Suffix Ordinary Group Hose Allowance At Source 250.00 Density 1 Area o1 Application -- - - 0.150gpm/ft2 1500.00ft2 (Actual 1068.58ft2) Additional Hose Supplies Node Flow(apm) Number Of Sprinklers Calculated Coverage Per Sprinkler 10 i 126.00ft2 AutoPeak Results: Pressure For Remote Area(a) Adjacent To Moat Remote Area Total Hose Streams 250.00 System Flow Demand : Total Water Required (inducing Hose Allowance) 207.49 . 457.49 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 28.39 between nodes 30 and 15 Maximum Velocity Under Ground 2.15 between nodes 1 and 4 Volume capacity of Wet Pipes ; Volume capacity of Dry Pipes 881.43ga1 Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available @Total Demand (psi) (gpm) Required 1 Safety Margin (psi) I (psi) I I. 1 i Contractor Contractor Number 22 Correct Name PHIL FRANCE Contact Title Name of Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 1 Extension Address 1 PO BOX 719 - FAX Addraea2 - RAVENSDALE, WA. 98051 E -mal -- - phil©surefiresprinkler.com Address 3 Web -Site Qct, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:36:47AM Page 1 Node Analysis Job Number: 201613 Report Description: Ordinary Group Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1.J 201 202 285'-0 S 58.930 307'-0 Spr(-11.391) 307'-0 Spr(-10.569) 203 204 205 206 207 208 209 t 210 44 7' 8_ 9 10 11 12 13 307'-0 Spr(-12.387L 307'-0 S r -10.967) 307'-0 Spr(-12.725) 307'-0 Sprk13.829) 307'-0 Spr(-15.294) 307'-0 Spr1-14.330) 14 15 16 17 18 194 204 21 22 24 11.391 10.569 207.49 18.90 18.21 12.387 10.967 12.725 13.829 15.294 14.330 307'-0 Spr(-16.604) 307'-0 Spr(-20.5931 290'-0 308'-0 308'-0 T(21'-10) 302'-0 POO 5'-0) 308'-0 E(2'-01 308'-0 115'-0) 16.604 20.593 19.71 18.55 19.98 20.82 21.90 21.20 22.82 25.41 56.693 308'-0 Pte' -J 308'-0 PO(5'-0) 308'-0 PO(5'-0) 308'-0 PO(6'-0) 308'-0 E(2' -0l 308'-0 T(5'-0) 30 35 36 308'-0 PO(5'-0) 308'-0 E(2'-0) 30V-0 T(•-0) 308'-0 4_E�2'-0) 308'-0 135'-01 298'-0 33.221 35.544 40.740 11.309 12.713 -4 16.182 18.078 21.718 22.102 10.464 11.213 37 308'-0 308'-0 f- Eg'-0) 308'-04 T(5'-0) 298'-0 E(18'-2%) 15.144 12.681 14.237 15.322 17.167 46.130 28.623 14.331 21.646 46.607 &,© M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:36:49AM Page 3 ?26 Hydraulic Analysis II Job Number: 201613 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Length !Pressure Eq. Length Summary Length ;: Downstream Upstream Elevation Discharge K -Factor _ Pn Fittings ;Total A Route 1 DR 1.0490 18.90 7.02 120 0.117201 1'-0 Pf 0.352 201 307'-0 18.90 5.6 11.391 Sprinkler, 2'-0 Pe -0.434 10 308'-0 11.309 E(2'-0) 3'-0 Pv BL . _ 1.0830 18.90 6.58 120 0.100338 14'-0 Pf 1.405 10 308'-0 11.309 Pe 11 308'-0 12.713 14'-0 Pv BL 1.0830 38.61 13.45 120 0.376178 4'-2'/4 Pf 3.468 11 308'-0 19.71 12.713 Flow (q) from Route 3 5'-0 Pe 12 308'-0 16.182 PO(5'-0) 9'-2% Pv BL 1.7280 96.56 13.21 120 0.210708 9'-0 Pf 1.896 12 308'-0 57.95 16.182 Flow (q) from Route 2 Pe 13 308'-0 18.078 9'-0 Pv BL 1.7280 137.36 18.79 120 0.404442 9'-0 Pf 3.640 13 308'-0 40.80 18.078 Flow (q) from Route 5 Pe 14 308'-0 21.718 9'-0 Pv BL 1.7280 182.08 24.91 120 0.681231 0'-6'/4 Pf 0.384 14 308'-0 44.72 21.718 Flow (q) from Route 7 Pe 15 308'-0 22.102 0'-6% Pv BL 1.7280 207.49 28.39 120 0.867491 7-6Y4 Pf 6.520 15 308'-0 25.41 22.102 Flow (q) from Route 10 Pe 30 308'-0 28.623 7'-61h Pv CM 2.7050 207.49 11.58 120 0.097825 47'-0 Pf 4.598 30 308'-0 28.623 Pe 7 308'-0 33.221 47'-0 Pv CM 3.3140 207.49 7.72 120 0.036390 42'-0 Pf 2.323 7 308'-0 33.221 21'-10 Pe 8 308'-0 35.544 T(21'-10) 63'-10 Pv CM 3.3340 207.49 7.63 120 0.035340 27'-5 Pf 2.595 8 308'-0 35.544 46'-0 Pe 2.601 9 302'-0 40.740 2E(7'-0), fE(7'-0), BV(10'-0), PO(15'-0) 73'-5 Pv FR 4.3100 207.49 4.56 120 0.010120 219'-2 Pf 3.657 9 302'-0 40.740 142'-2 Pe 1.734 24 298'-0 46.130 PO(27'-10%), 7E(13'-11%), BV(16-8%) 361'-4 Pv FR _ 6.4030 207.49 2.07 120 0.0 1472 175'-0% Pf 0.476 24 298'-0 46.130 148'-5% Pe 37 298'-0 46.607 6E(18'-2%), T(39'-0') 323'-61/4 Pv FR _ 4.3100 207.49 4.56 120 0.010120 16'-6 Pf 6.618 37 298'-0 46.607 44'-7% Pe 3.468 4 290'-0 56.693 BV(16'-8%), 2E(13'-11%), BFP(-0.000), BFP(-6.000) 61'-11% Pv UG 6.2800 207.49 2.15 140 0.001217 35'-0 Pf 0.069 4 290'-0 56.693 22'-0% Pe 2.168 1 285'-0 58.930 E(22'-0%), S 57'-0% Pv 250.00 Hose Allowance At Source 1 457.49 u Route 2 DR 1.0490 18.21 6.76 120 0.109360 1'-0 Pf 0.328 202 307'-0 18.21 5.6 10.569 Sprinkler, 2'-0 Pe -0.434 16 308'-0 10.464 E(2'-0) 3'-0 Pv BL 1.0830 18.21 6.34 120 0.093626 8'-0 Pf 0.749 16 308'-0 10.464 Pe 17 308'-0 11.213 8'-0 Pv BL 1.0830 36.75 12.80 120 0.343370 6'-5% Pf 3.931 17 308'-0 18.55 11.213 _ _ Flow (q) from Route 4 5'-0 Pe 18 308'-0 15.144 PO(5'-0) 11'-5% Pv BL 1.7280 57.95 7.93 120 0.081933 12'-8 Pf 1.038 18 308'-0 21.20 15.144 Flow (q) from Route 8 Pe 12 308'-0 16.182 12'-8 Pv co Route 3 DR 1.0490 19.71 7.32 120 0.126654 1'-0 Pf 0.760 203 _ 307'-0 19.71 5.6 12.387 Sprinkler, 5'-0 Pe -0.434 11 308'-0 12.713 T(5'-0) ! 6'-0 Pv ca• Route 4 DR 1.0490 18.55 6.88 120 0.113165 ! 1'-0 Pf 0.679 204 307'-0 18.55 5.6 10.967 Sprinkler, 5'-0 Pe -0.434 17 308'-0 11.213 T(5'-0) j 6'-0 Pv ca Route 5 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:36:50AM Page 4 1 L Hydraulic Analysis Job Number: 201613 Report Description: Ordinary Group I Pip Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings DR 1.0490 19.98 7.42 120 0.129843 1'-0 2'-0 3'-0 Pf 0.390 Pe -0.434 Pv 205 307'-0 19.98 5.6 12.725 19 308'-0 12.681 Sprinkler, E(2'-0) i BL 1.0830 _ 19.98 6.96 120 0.111162 14'-0 14'-0 Pf 1.556 Pe Pv 19 308'-0 12.681 20 308'-0 14.237 BL 1.0830 40.80 14.21 120 0.416632 4'-2% 5'-0 9'-2' Pf 3.841 Pe Pv 20 308'-0 20.82 14.237 13 308'-0 18.078 Flow (q) from Route 6 PO(5.-0) c.+ Route 6 DR 1.0490 20.82 7.73 120 0.140234 1'-0 5'-0 6'-0 Pf 0.841 Pe -0.434 Pv 206 307'-0 20.82 5.6 13.829 20 308'-0 14.237 Sprinkler, T(5'-0) u. Route 7 DR 1.0490 21.90 8.13 120 0.153921 1'-0 2'-0 3'-0 Pf 0.462 Pe -0.434 Pv 207 307'-0 21.90 5.6 15.294 21 308'-0 15.322 Sprinkler, E(2'-0) BL 1.0830 21.90 7.63 120 0.131775y 14'-0 14'-0 Pf 1.845 Pe Pv 21 308'-0 15.322 22 308'-0 17.167 BL 1.0830 44.72 15.57 120 0.493649 4'-2% 5'-0 9'-2% Pf 4.551 Pe Pv 22 308'-0 22.82 17.167 14 308'-0 21.718 Flow (q) from Route 9 PO(5'-0) i ci Route 8 DR 1.0490 21.20 7.87 120 0.144926 1'-0 Pf 0.435 2'-0 Pe -0.434 3'-0 Pv 208 307'-0 21.20 5.6 14.330 35 308'-0 14.331 Sprinkler, E(2'-0) BL 1.0830 21.20 7.38 120 0.124074 1'-6Y2 Pf 0.813 5'-0 Pe 6-6% Pv 35 308'-0 14.331 18 308'-0 15.144 PO(5'-0) e.40 Route 9 DR 1.0490 22.82 8.47 120 0.166080 1,-0 5'-0 6'-0 Pf 0.996 Pe -0.434 Pv 209 307'-0 22.82 5.6 16.604 22 308'-0 17.167 Sprinkler, T(5'-0) CA Route 10 BL 1.0830 25.41 8.85 120 0.173522 1'-6'/, 7'-0 8'-6' Pf 1.486 Pe -0.434 Pv 210 307'-0 25.41 5.6 20.593 36 308'-0 21.646 Sprinkler, E(2'-0), T(5'-0) BL 1.4180 25.41 5.16 120 0.046702 3'-9% 6-0 9'-9% Pf 0.457 Pe Pv 36 308'-0 21.646 15 308'-0 22.102 PO(6.-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier r Actual Inside Diameter \4.87 Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter J = Factor M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:36:50AM Page 5 Hydraulic Analysis _Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC Friction Loss K -Factor Pt Pn Fittings Job Number: 201613 Report Description: Ordinary Group I Length Pressure Eq. Length .Summary ;Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaiV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 f fd FDC fE fEE flg FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV P1\ red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap &, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:36:50AM Page 6 i$,Hydraulic Graph Job Number: 201613 Report Description: Ordinary Group I -� Water Supply at Node 1 1n Pressure, psi 'a' 8 $ g 8 0 $ 8 F I,,,,,,,,, I„„ 1 1 1, 1 1 1, 1 1 1 1 111 1„ 1 1 1 1 1 1 1 1 1„ 1, 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 1, 1 1 1 1 1 1„ 1 1„ 1 1 1 1 1„ 1 1 1 1 1 1 Static Pressure 85.000 @ 58.930 `07.49 457.49 with hose streams System demand curve .00 @ 20.000 ILJ�J j� I I I 1 I I 1 I I 1 I 1 1 I 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 11 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 I „Rump' 0100 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure -- ---- 85.000 v — Reuduai: Pressure 20.000 © 3500.00 Available Pressure at Time of Test 83.493 @ 457.49 System Demand 58.930 © 207.49 System Demand (Inducing; Hose ANowancs at Source)-- 58.930 @ 457.49 k+, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 11:36:48AM Page 2 r avkle EEdtdi Hydraulic Summary Job Number: 201613 Report Description: Ordinary Group II Job Job Number 201613 1 Design Enpneer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG E State CerOficatioMicense Number 0061-0292-C Address 1 4450 SOUTH 144 TH STREET AHJ TFD Address 2 TUKWILA, WA. Job Stte&Builring WET STANDPIPE SYSTEM Address 3 Drawing Name WSP CALC PLAN.cad System Remote Area(s) Most Demanding Sprinkler Data K -Factor at Occupancy 1 Job Suffix NA 1 Manually Flowing Hose Allowance At Source 0.00 Density Area of Application NA I NA Additional Hose Supplies Node Flow(opm) Number Of Sprinlders Calculated 0 } Coverage Per Spdnlder NA Hose At Node 36 250.00 Hose At Node 40 250.00 AutoPeakResults: Pressure for Remote Area(s) Adjacent To Most Remote Area Hose At Node 48 250.00 Total Hose Streams 750.00 System Flow Demand 750.00 1 Total Water Required (Inducing Hose Allowance) 750.00 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.75 between nodes 46 and 48 Maximum Velocity Under Ground Volume capacity of Wet Pipes 702.11gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow ! Static (gpm) 1 (psi) 1 Residual Flow (psi) @ (gpm) Available Total Demand (psi) e° (gpm) Required 1 Safety Margin (psi) 1 (psi) 2 Water Supply 1 150.000 150.000 ; 750.00 150.000 750.00 143.866 6.134 Contractor Contractor Number 1 22 Contact Name i PHIL FRANCE Contact Title Name of Contractor: SUREFIRE SPRINKLER CORP. Phone i 206-793-7688 Ex[errc'on Address 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 E -mat phil@surefiresprinkler.com Address 3 Web -Site - — ---- -- I k,©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:44:02PM Page 1 Nolle Analysis Job Number: 201613 Report Description: Ordinary Group II Node Elevation(Foot) ; Fittings Pressure(psi) Discharge(gpm) 2 36 40 t 48 18 27 38 46 291'-0 S 335'-10 Hose( -100.000) 335'-10 Hose( -100.000) 335'-10 Hose( -100.000) 298'-0 143.866 100.000 100.000 750.00 250.00 115.298 ' 136.192rt 250.00 250.00 + 298'-0 T(37'-83/4) 335'-10 PO(12'-0gl 335-10� PO(12'-0) 137.879 102.693 117.990 its, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:44:04PM Page 3 Hydraulic Analysis r Job Number: 201613 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Flow Velocity HWC Friction Loss Elevation Discharge K -Factor Pt Pn Fittings Length (Pressure lEq. Length Summary !Total Length CA Route 1 BL 2.4690 250.00 16.75 120 0.215409 0-6 I Pf 2.693 12'-0 , Pe 12'-6 IPv 36 38 335'-10 335'-10 250.00 100.000 102.693 Hose( -100.000) P0(12'-0) FR 38 18 4.3100 500.00 11.00 120 0.051504 240'-0 IR 17.099 92'-0 I Pe 16.400 332'-0IPv 335'-10 298'-0 250.00 102.693 136.192 Flow (q) from Route 2 8E(10'-0), BV(12'-0) FR - 6.3570 500.00 5.05 120 0.007761 144'-4% : Pf 1.686 72'-11 'Pe 217'-3% Pv 18 27 298'-0 298'-0 136.192 137.879 2E(17'-7%), T(37'-8%) FR 6.3570 750.00 7.58 120 0.016432 41'-5 I Pf 2.953 138'-3% 1 Pe 3.035 179'-8%1Pv ' 27 2 298'-0 291'-0 250.00 137.879 143.866 Flow (q) from Route 3 5E(17.-7%), BV(12'-7), T(37'-8%), S 0.00 Hose Allowance At Source 1 i I 2 750.00 co Route 2 BL 2.4690 250.00 16.75 120 0.215409 0.-6 'Pf 2.693 12'-0 , Pe 12'-6113v 40 38 335'-10 335'-10 250.00 100.000 102.693 Hose( -100.000) P0(12'-0) c.a• Route 3 BL 2.4690 250.00 16.75 120 0.215409 0'-6' Pf 2.693 12'-0 ; Pe 12'-6 'Pv 48 46 335'-10 335'-10 250.00 115.298 117.990 Hose( -100.000) P0(12'-0) FR 4.3100 250.00 5.50 120 0.014287 162'-1% Pf 3.488 82'-OIPe 16.400 244'-1'/%iPv 46 27 335'-10 298'-0 _ 117.990 137.879 T(20'-0), 5E(10'-0), BV(12'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 487 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ©M.E.P.CAD, Inc. n AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:44:05PM Page 4 Hydraulic Analysis _Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Job Number: 201613 Report Description: Ordinary Group II Length 'Pressure Eq. Length Summary 'Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cpig Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ¢� ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.39.0 10/21/2017 12:44:05PM Page 5 Wrz Hydraulic Graph 1 1 d1 2 2 a Water Supply at Node 2 Job Number: 201613 Report Description: Ordinary Group II w 80 60 —Static Pressure 150.000 .750.00 @ 150.000 40 750.00 @ 143.866 20 00 1 80 60 System demand curve 40 20 0 1111111111 111111111 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 1 1 1 1 111111111 0150 300 450 600 750 900 1050 Water flow, gpm 1200 1350 1500 Hydraulic Graph Water Supply at Node 2 Static: Pressure 150.000 Residual: Pressure 150.000 @ 750.00 Available Pressure at Time of Test 150.000 @ 750.00 System Demand 143.866 © 750.00 System Demand (Inducing Hae Allowance et Source) 143.866 © 750.00 d(d ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/21/2017 12:44:03PM Page 2 Hydraulic Summary Job Number: 201613 Report Description: Residential Job Job Number 201613 Design Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG E State Celtification/Licenee Number 0061-0292-C Address 1— 4450 SOUTH 144 TH STREET A IJ TFD Address 2 TUKWILA, WA. Job Site/Building LEVEL 4 SOUTH RES UNITS Address 3 Drawing Name RES CALC PLAN.cad System Remote Area(s) Most Demanding Spdnlder Data 4.9 K -Factor 15.00 at 9.371 Occupancy i Job Suffix Residential Hose Allowance At Source 100.00 Density t Area of Application 0.100gpm/ft2 900.00ft2 (Actual 134.77ft2) Additional Hose Supplies Node Flow(gpm) Number Of Spdnldera Calculated Coverage Per Sprinkler --- 4 150.06ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 66.345 Total Hose Streams 100.00 System Flow Demand 60.49 ' Tad Water Required (Inducing Hose Allowance) I 160.49 Maximum Pressure Unbalance In Loops -� 0.000 Maximum Velocity Above Ground 12.71 between nodes 38 and 37 Maximum Velocity Under Ground 1.39 between nodes 8 and 7 Volume capacity of Wet Pipes 1037.66ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 8 1 Water Supply 1 100.00 85.000 20.000 ; 3500.00 84.783 ; 160.49 66.296 18.487 Contractor 1 Contractor Number • 22 Contact Name ' Contact Title PHIL FRANCE ' Name of Contractor: - ----- SUREFIRE SPRINKLER CORP. Phone I Extension 206-793-7688 I Address 1 PO BOX 719 FAX Address2 - RAVENSDALE, WA. 98051 E mai phil©surefiresprinkler.com Address 3 Web -Site 't6, © M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.39.0 10/20/2017 1:49:39PM Page 1 Node Analysis 1 Job Number: 201613 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 70 75 It 401 40 403 404 6 336'-11 T(5'-0) 336'-11 T(3'-0) 336'-11 T@'-0), Tr(1'-0) 336-11 T(3'-0), Tr(1_0) 336'-1 Tj3'-0), Tr(1'-0) 285'-0 S 336'-5 S • r(-9.371) 7 17 27 28 29 30 31 32 33 34 336-5 S . r(-9.373) 336'-5 Spri 9.643) 18.917 9.585 9.868-r 9.587 9.937 66.2964 _ _ 60.49 9.371 15.00 9.373 336'-5 Spr(-9.709) 298'-0 + E117'-7%) 290'-0 298'-0 9.643 15.00 15.22 9.709 _ _ 15.27 54.565 64.083 54.515 336'-11 T(5'-0), Tr(1'- ) 336'-1j+ T(5'-0) 336-11 Tr(1'-0), T(5'-0) 336'-11 Tr(1'-0), T( 0) 336'-11 T(5'-0), Tr(1'-0) 336-11 T(5'-0), Tr(1'-01, 27.203 27.839 28.086 28.197 28.242 28.792 336-11 T(5'-0) 29.983 336'-11 T(5'-0), Tr(1'-0) t 30.174 35 36 37 38 39 42 43 44 45 46 47 48 49 50 51 52 53 336'-11 T(5'-0) 336'-11 Tj5'-OZ Tr11'91 336-11 T(6-0) 336'-11 fE(3'-) 329'-0 PO(10'-0) 336'-11 Tr(1'-0), T(5'-0) 336-11 Tr(1'-0) C(5'-0) 54 55 56 57 58 59 60 61 62 63 336'-11 T(5'-0),Tr(1'-0) 32.524 33.709 35.339 36.561 40.740 25.107 336-11 Tr(1'_01,__T(5'-0) 336-11 Tr(1'-0), C(5'-0) 336'-11 T(5'=0), Tr(1'70) 336'-11 T(5'-0) 33611 Eg'70) 336'-11 Tt5'-0), Tr(1'-0) 336-11 T(5'-0), Tr(1'-0). 336-11 _ T (1'-0), T(5'-0) 64 65 66 67 68 69 25.108 25.176 25.766 25.814 25.885 30.390 336-11 Tr(1'-0), T(5'-0) 336'-11 TA v-0), T(5'-01_ 336-11 T(5'-0) _ 336'-11 Tr(1'-0), T(5'- ) 336'-11 T(5'-0) 336'-11 T(5'-0) ..._ 336'-11 T(5'-01 336-11 T(5'-0) 336'-11 T(5'--, Tr(1'-0J 336'-11 T5'-0) 336'-11 C(5'-0),Tr(1'-0) 336'-11 115'-0), Tr(1'-0) 336-11 T(5'-0), Tr(1'-0) 336'-11 Tr(' -0), T(5'-0) 336-11 T(5'-0) 336'-11 T(5'-0) 336'-11 T(5'-9) 35.208 28.253 28.466 28.937 29.092 30.172 21.550 20.741 22.196 22.533 22.533 20.049 22.146 22.145 22.243 29.209 31.288 18.342 20.891 22.486 30.397 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:49:41 PM Page 3 f,kig Hydraulic Analysis II Job Number: 201613 Report Description: Residential Pipe Type Diameter Flow Discharge Velocity HWC Friction Loss Length Eq. Length Total Length (Pressure 'Summary Downstream Upstream Elevation K -Factor Pt Pn Fittings u Route 1 DR 0.8740 15.00 8.02 150 0.123021 0'-6'Pf 0.431 401 336'-5 15.00 4.9 9.371 Sprinkler, 6•0 Pe -0.217 75 336-11 9.585 T(3'-0) 3'-6 'Pv BL 1.1010 14.27 4.81 150 0.036419 6-9% Pf 0.283 75 336'-11 9.585 1'-0 Pe 76 336'-11 9.868 Tr(1'-0) 7'-91% Pv BL 1.1010 29.48 9.93 150 0.139488 50'-9 Pf 8.474 76 _ _ 336'-11 15.22 9.868 Flow (q) from Route 3 10'-0 Pe 66 336-11 18.342 3Tr(1'-0), E(T-0) 60'-9 Pv BL 1.1010 25.19 8.49 150 0.104248 10'-4% Pf 1.707 66 336'-11 18.342 Tr(1'-0) 6-0 Pe 60 336'-11 20.049 T(5'-0) 16-4/ Pv BL 1.1010 10.96 3.69 150 0.022359 86'-9 Pf 2.096 60 336-11 20.049 i 7'-0 'Pe 61 336-11 22.146 7Tr(1'-0) 93'-9 Pv BL 1.1010 11.44 3.86 150 0.024224 11'-0 Pf 0.388 61 336'-11 0.48 22.146 Flow (q) from Route 24 5'-0 Pe 59 336-11 22.533 T(5'-0) 16-0 Pv BL 1.1010 11.73 3.95 150 0.025361 113'-4% Pf 3.281 59 336'-11 0.29 22.533 Flow (q) from Route 9 i 16-0 Pe 46 336'-11 25.814 16Tr(1'-0) 129'-4% Pv BL 1.1010 11.49 3.87 150 0.024394 90'-1 Pf 2.978 46 336'-11 25.814 Tr(V-0) i 32'-0 Pe 32 336'-11 28.792 12Tr(1'-0), 2E(7'-0), T(5'-0) 122'-1 Pv BL 1.1010 25.93 8.74 150 0.110028 I 5'-10 Pf 1.191 32 336-11 14.45 28.792 Flow (q) from Route 2 i 5'-0 Pe 33 336'-11 29.983 T(5'-0) 10'-10 Pv BL _ 1.1010 12.39 4.17 150 0.028051 0'-9% Pf 0.191 33 336'-11 29.983 T(5'-0) 6-0 Pe 34 336'-11 30.174 Tr(1'-0) 6'-91,4 Pv BL 1.1010 12.88 4.34 150 0.030147 67'-11% Pf 2.350 34 336'-11 0.49 30.174 Flow (q) from Route 8 10'-0 Pe 35 336'-11 32.524 5Tr(1'-0), T(5'-0) 77'-11%'Pv BL 1.1010 29.45 9.92 150 0.139185 7'-6% Pf 1.185 35 336'-11 16.57 32.524 Flow (q) from Route 14 1'-0 Pe 36 336'-11 33.709 Tr(1'-0) 8'-6% 'Pv BL 1.3940 44.36 9.33 150 0.094137 10'-33hPf 1.629 36 336'-11 14.91 33.709 Flow (q) from Route 18 7'-0 Pe 37 336'-11 35.339 Tr(1'-0), T(6'-0) 17'-3' Pv BL 1.3940 60.49 12.71 150 0.167056 3'-9% Pf 1.222 37 336'-11 16.12 35.339 Flow (q) from Route 6 3'-6 ; Pe 38 336-11 36.561 fE(3'-6) 7'-3% Pv BL 2.2030 60.49 5.09 120 0.027178 7'-11 : Pf 0.745 38 336'-11 36.561 19'-6 Pe 3.434 39 329'-0 40.740 fE(3'-6), BV(6'-0), PO(10'-0) 27-5 Pv FR 4.3100 60.49 1.33 120 0.001035 233'-2 Pf 0.336 39 329'-0 40.740 92'-0 Pe 13.439 17 298'-0 54.515 8E(10'-0), BV(12'-0) 325'-2 Pv FR 6.3570 60.49 0.61 120 0.000156 175'-0% Pf 0.050 17 298'-0 54.515 143'-4 Pe 6 298'-0 54.565 6E(17-7%), T(37' -83h) 318'-4% Pv FR 4.3100 60.49 1.33 120 0.001035 16'-6 Pf 6.050 6 298'-0 54.565 32'-0 Pe 3.468 7 290'-0 64.083 BV(12'-0), 2E(10'-0), BFP(-6.000) 46-6 Pv UG 4.2200 60.49 1.39 140 0.000862 35'-0 Pf 0.045 7 290'-0 64.083 _ _ 16'-8% Pe 2.168 8 285'-0 66.296 E(16-8%), S 51'-8A Pv 100.00 Hose Allowance At Source 8 160.49 G. Route 2 DR 0.8740 15.00 8.02 150 0.123048 0'-6 Pf 0.431 402 336'-5 15.00 4.9 9.373 Sprinkler, 3'-0 Pe -0.217 77 336-11 9.587 T(3'-0) 3'-6 Pv BL 1.1010 15.74 5.30 150 0.043663 7'-0 Pf 0.350 77 336'-11 0.73 9.587 Flow (q) from Route 20 1'-0 Pe 78 336-11 9.937 Tr(1'-0) 8'-0 Pv BL 1.1010 31.00 10.45 150 0.153101 44.-8 Pf 8.981 78 336'-11 15.27 9.937 Flow (q) from Route 4 14'-0 Pe 70 336-11 18.917 2Tr(1'-0), E(7'-0), T(5'-0) 58'-8 Pv ¢d © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:49:42PM Page 4 g4 Hydraulic Analysis Job Number: 201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss,,Length Pressure Eq. Length Summary Total Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.1010 35.30 11.89 150 0.1946219'-4% Pf 1.823 70 336'-11 4.29 18.917 Flow (q) from Route 21 i Pe 56 336'-11 20.741 9'-4% Pv BL 1.1010 17.02 5.74 150 0.050482 16-10 Pf 1.456 56 336'-11 20.741 T(5'-0) 12'-0 Pe 57 336'-11 22.196 2Tr(1'-0), T(5'-0) 28'-10 Pv BL 1.1010 11.78 3.97 150 0.025566 8'-2 Pf 0.337 57 336'-11 22.196 5'-0 Pe 58 336'-11 22.533 T(5'-0) 13'-2 Pv BL 1.1010 11.50 3.87 150 0.024425 100'-21h Pf 2.643 58 336'-11 22.533 8'-0 Pe 44 336'-11 25.176 8Tr(1'-0) 108'-2% Pv BL 1.1010 15.35 5.17 150 0.041706 13'-2 Pf 0.591 44 336'-11 3.86 25.176 Flow (q) from Route 5 1'-0 Pe 45 336-11 25.766 Tr(V-0) 14'-2 Pv BL 1.1010 11.84 3.99 150 0.025817 84'-11 Pf 2.476 45 336'-11 25.766 Tr(1'-0) 11'-0 Pe 31 336-11 28.242 5Tr(1'-0), T(5'-0) 95'-11 Pv BL 1.1010 14.45 4.87 150 0.037273 12'-9 Pf 0.550 31 336'-11 2.60 28.242 Flow (q) from Route 7 2'-0 , Pe 32 336'-11 28.792 2Tr(1'-0) 14'-9 Pv CA Route 3 DR 0.8740 15.22 8.14 150 0.126313 0'-6 Pf 0.442 403 336-5 15.22 4.9 9.643 Sprinkler, 3'-0 Pe -0.217 76 336'-11 9.868 T(3'-0) 3'-6 Pv CA Route 4 DR 0.8740 15.27 8.16 150 0.127114 0'-6 Pf 0.445 404 336'-5 15.27 4.9 9.709 Sprinkler, 3'-0 Pe -0.217 78 336'-11 9.937 T(3'-0) 3'-6 Pv CA Route 5 BL 1.1010 0.26 0.09 150 0.000023 11'-4% Pf 0.001 42 336-11 10.05 25.107 T(5'-0), Flow (q) from Route 12 11-0 Pe 43 336'-11 25.108 Tr(1'-0), C(5'-0) 22'-4% Pv BL 1.1010 3.86 1.30 150 0.003236 9'-11 Pf 0.068 43 336'-11 25.108 C(5'-0) 1 11'-0 Pe 44 336-11 25.176 Tr(1'-0), T(5'-0) 20'-11 Pv C+ Route 6 BL _ 1.1010 3.51 1.18 150 0.002715 7'-7 Pf 0.048 45 336'-11 25.766 T(5'-0) 1 10'-0 Pe 46 336'-11 25.814 C(5'-0) 17'-7 Pv BL 1.1010 3.75 1.26 150 0.003074 11'-0 Pf 0.071 46 336-11 25.814 C(5'-0) 12'-0 Pe 47 336-11 25.885 2Tr(1'-0), T(5'-0) } 23'-0 Pv BL 1.1010 17.49 5.90 150 0.053110 i 71'-10 Pf 4.505 47 336'-11 13.74 25.885 Flow (q) from Route 15 13'-0 Pe 48 336'-11 30.390 8Tr(1'-0), T(5'-0) 84'-10 Pv BL 1.1010 16.12 5.43 150 0.045678 76-6 'Pf 4.819 48 336'-11 30.390 29'-0 Pe 49 336-11 35.208 7Tr(1'-0), 3E(7'-0), cplg(1'-0) 105'-6 Pv BL 1.3940 16.12 3.39 150 0.014476 Z-11% Pf 0.130 49 336-11 35.208 6-0 Pe 37 336'-11 35.339 T(6'-0) 8'-11% Pv CI Route 7 BL 1.1010 19.66. 6.63 150 0.065914 4'-7% Pf 0.636 27 336'-11 9.87 27.203 Flow (q) from Route 10 I 5'-0 Pe 28 336-11 27.839 T(5'-0) 9'-7'/ Pv BL 1.1010 12.99 4.38 150 0.030601 8'-1 Pf 0.247 28 336-11 27.839 I Pe 29 336-11 28.086 8'-1 Pv BL 1.1010 8.39 2.83 150 0.013645 7'-1 Pf 0.110 29 336'-11 28.086 Tr(V-0) 1'-0 Pe 30 336-11 28.197 8'-1 Pv BL 1.1010 2.60 0.88 150 0.001563 21'-3% Pf 0.046 30 336-11 28.197 T(5'-0) 8'-0 Pe 31 336'-11 28.242 3Tr(1'-0) 29'-3% Pv u Route 8 BL 1.1010 6.67 2.25 150 0.008934 31-41h Pf 0.414 28 336'-11 27.839 T(5'-0) 15'-0 Pe 50 336-11 28.253 3Tr(1'-0), E(7'-0) 46'-4% Pv BL 1.1010 11.27 3.80 150 0.023539 8'-O% Pf 0.213 50 336'-11 4.59 28.253 Flow (q) from Route 23 1'-0 Pe 51 336-11 28.466 Tr(1'-0) 9'-Q% Pv k, ©M.E.P.CAD, Inc. rev AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:49:42PM Page 5 f;141 Hydraulic Analysis 1 Job Number: 201613 Report Description: Residential _Pipe Type Diameter Flow Velocity HWC Friction Loss Length ;Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings 1Eq. Length Summary Upstream Total Length BL _. 1.1010 17.06 5.75 150 0.050695 8'-3% Pf 0.471 51 336'-11 5.79 28.466 _ Flow (q) from Route 13 1'-0 Pe 52 336'-11 28.937 Tr(1'-0) 9'-3% Pv BL 1.1010 10.99 3.70 150 0.022479 5'-10% Pf 0.155 52 336'-11 28.937 Tr(V-0) 1'-0 Pe 53 336'-11 29.092 6'-10% Pv BL _ _ 1.1010 7.92 2.67 150 0.012260 73'-0% Pf 1.080 53 336'-11 29.092 Tr(1'-0) 15-0 Pe 54 336'-11 30.172 E(7'-0), 7Tr(1'-0) 88'-0V44 Pv BL _ 1.1010 0.49 0.17 150 0.000072 24'-3%. Pf 0.003 54 336'-11 30.172 T(5'-0) 12'-0 Pe 34 336'-11 30.174 2Tr(1'-0), T(5'-0) 36'-3% Pv cr Route 9 BL 1.1010 0.29 0.10 150 0.000027 7'-7 Pf 0.000 58 336'-11 22.533 T(5'-0) 11'-0 Pe 59 336'-11 22.533 Tr(1'-0), T(5'-0) 18'-7 Pv w Route 10 BL 1.1010 5.24 1.76 150 0.005705 31'-10 Pf 0.290 57 336'-11 22.196 T(5'-0) 19'-0 Pe 68 336'-11 22.486 2Tr(1'-0), E(7'-0), T(5'-0) 50'-10 Pv BL 1.1010 13.46 4.54 150 0.032725 70'-1Y2 Pf 2.622 68 336'-11 8.23 _ 22.486 - Flow (q) from Route 11 10'-0 Pe 43 336'-11 25.108 10Tr(1'-0) 80'-l% Pv BL 1.1010 9.87 3.33 150 0.018436 89'-7% Pf 2.095 43 336'-11 25.108 Tr(1'-0) 24'-0 Pe 27 336'-11 27.203 16Tr(1'-0), E(7'-0) 113'-7% Pv u Route 11 BL 1.1010 18.28 6.16 150 0.057598 8'-0Y2 Pf 0.809 56 336'-11 20.741 Tr(1'-0) 6'-0 Pe 55 336'-11 21.550 T(5'-0) 14'-O% Pv BL 1.1010 8.23 2.77 150 0.013155 53'-2Y4 Pf 0.937 55 336'-11 21.550 18'-0 Pe 68 336'-11 22.486 6Tr(1'-0), E(7'-0), T(5'-0) 71'-2% Pv Route 12 BL 1.1010 10.05 3.39 150 0.019050 148'-9%.Pf 3.558 55 336'-11 21.550 38'-0 Pe 42 336'-11 25.107 12Tr(1'-0), 3E(7'-0), T(5-0) 186'-9%4 Pv cs Route 13 BL 1.1010 5.79 1.95 150 0.00686.9_ 24'-3% Pf 0.270 30 336'-11 28.197 _ Tr(1'-0) 15'-0 Pe 51 336'-11 28.466 E(7'-0), 2Tr(1'-0), T(5-0) 39'-31/4 Pv up Route 14 BL 1.1010 9.14 3.08 150 0.015978 109'-1 Pf 2.078 64 336'-11 3.07 29.209 Flow (q) from Route 16 21'-0 Pe 65 336'-11 31.288 16Tr(1'-0), T(5'-0) 130'-1 Pv BL 1.1010 16.57 5.58 150 0.048022 14'-9 Pf 1.237 65 336'-11 7.43 31.288 Flow (q) from Route 19 11'-0 Pe 35 336'-11 32.524 cplg(1'-0), 2T(5'-0) 25'-9 Pv u Route 15 BL 1.1010 14.23 4.79 150 0.036242 13'-2% Pf 0.841 60 336'-11 20.049 10'-0 Pe 67 336'-11 20.891 2T(5-0) 23'-2% Pv BL 1.1010 7.47 2.52 150 0.011015 92'-10Y4 Pf 1.254 67 336'-11 20.891 21'-0 Pe 62 336'-11 22.145 16Tr(1'-0), T(5'-0) 113'-10%4 Pv BL 1.1010 6.99 2.36 150 0.009730 9'-1% Pf 0.099 62 336'-11 22.145 1'-0 Pe 63 336'-11 22.243 Tr(1'-0) 10'-1% Pv BL 1.1010 13.74 4.63 150 0.033990 9T-1% Pf 3.641 63 336'-11 6.75 22.243 Flow (q) from Route 25 , 10'-0 ! Pe 47 336'-11 25.885 10Tr(1'-0) 107'-1%IPv <+ Route 16 BL _ . 1.1010 3.07 1.03 150 0.002125 34'-2Y2 Pf 0.117 53 336'-11 29.092 T(5-0) 21'-0 , Pe 64 336'-11 29.209 4Tr(1'-0), E(7'-0), T(5'-0) 55'-2%: IN CO Route 17 BL _ 1.1010 9.79 3.30 150 0.018133 87'-7 Pf 2.096 42 336'-11 10.05 25.107 Tr(1'-0), Flow (q) from Route 12 28'-0 Pe 27 336'-11 27.203 8Tr(1'-0), 2E(7'-0), T(5'-0) 115-7 Pv up Route 18 BL 1.1010 1.37 0.46 150 0.000477 5'-6% Pf 0.007 48 336'-11 30.390 T(5'-0) 10'-0 Pe 69 336'-11 30.397 T(5-0) 15-6% Pv © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:49:42PM Page 6 gl.,1•1ydraulicAnalysis 1 Job Number: 201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Pn Fittings j Length Pressure ;Eq. Length (Summary ;Total Length ; Downstream Upstream Elevation Discharge K -Factor BL 1.1010 14.91 5.03 150 0.039537 68'-9% Of 3.312 15'-0 !Pe 83'-9%IPv 69 36 336'-11 13.54 336'-11 30.397 33.709 Flow (q) from Route 22 10Tr(1'-0), T(5'-0) ea Route 19 BL 1.1010 7.43 2.50 150 0.010888 88'-6 Pf 1.116 14'-01Pe 102'-61Pv 54 65 336-11 336-11 30.172 31.288 Tr(1'-0) 8Tr(1'-0), T(5'-0) -I c* Route 20 BL 1.1010 0.73 0.25 150 0.000150 14'-8%IPf 0.002 1'-0 ;Pe 15'-8'/,'Pv 75 77 336'-11 336'-11 9.585 9.587 Tr(1'-0) 6+ Route 21 BL 1.1010 4.29 1.45 150 0.003950 110'-7 i Pf 0.575 35'-0 ;Pe 145.-7112v 66 70 336'-11 336-11 18.342 18.917 T(5'-0) 18Tr(1'-0), E(7'-0), T(5'-0) c. Route 22 BL 1.1010 13.54 4.56 150 0.033087 7'-6% 1 Pf 0.414 5'-0 Pe 12'-6'/.1Pv 33 69 336'-11 336'-11 29.983 30.397 T(5'-0) - Route 23 BL 1.1010 4.59 1.55 150 0.004475 23'-3% » Pf 0.167 Pe 37'-3% Pv 29 50 336'-11 336'-11 28.086 28.253 T(5'-0) 4Tr(1'-0), T(5'-0) 114'-0 49 Route 24 BL 1.1010 0.48 0.16 150 0.000070 7'-1 % I Pf 0.001 5'-0 'Pe 12'-1 Y4 Pv 62 61 336-11 336'-11 22.145 22.146 T(5'-0) v Route 25 BL 1.1010 6.75 2.28 150 0.009132 107'-1'/. » Pf 1.353 41'-0 i Pe 148'-1% Pv 67 63 336-11 336'-11 20.891 22.243 T(5'-0) 10Tr(1'-0), 3E(7'-0), C(5'-0) -1 1 a Route 26 BL 1.1010 6.07 2.04 150 0.007490 28'-3'/a IR 0.272 V-OjPe 36-3%IPv 52 64 336'-11 336-11 28.937 29.209 T(5'-0) 3Tr(1'-0) ! I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier r Actual Inside Diameter \4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 1.16 140 150 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter J © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:49:42PM Page 7 1 Hydraulic Analysis Pike TyPe Diameter Flow Velocit�r HWC Downstream Elevation Discharge K -Factor Pt Upstream Friction Loss Fittings Job Number: 201613 Report Description: Residential Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cpl9 Cr CV De1V DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:49:42PM Page 8 Hydraulic Graph Job Number: 201613 Report Description: Residential Water Supply at Node 8 1M Pressure, psi D o 8 `8 $ 8 8 o S 8 Iiii1111t1 111 11 11111111111111 11 1111 1111111111111111 11 1111111 11 1 1111111111111 11! 111111111111 Static Pressure 85.000 660.49 1 160.49 a 6`.296 with hose streams System demand curve 1 500.00 @ 20.000 ilii111111111 111111111 111111111 111 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 8 Static Pressure 85.000 Residual: Pressure 20.000 © 3500.00 Available Pressure at Time of Test 84.783 @ 160.49 System Demand 66.296 @ 60.49 System Demand (Indudng Hose Allowance at Source) —-- --- 66.296 © 160.49 © M.E.P.CAD, Inc. ' AutoSPRINK® VR11 v11.0.39.0 10/20/2017 1:49:40PM Page 2 Seismic Bracing Calculations Project: Tukwila Village Building E Contractor: Address:: 4405 S 144TH Street Address:: Tukwila, WA 98188 Phone: FAX: Brace Information Seismic Brace Attachments Length of Brace: 0'-1 Structure Attachment Fitting or Tension -only Bracing System Make: Afcon Model:(#076) Universal Locking Attachment End Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 20151b Ooz Adjusted Load Rating: 14251b 01/2oz Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Make: Afton Model: (#410) Sway Brace Clamp Least Radius of Gyration:* 0.42" UR Value:* 3 Listed Load Rating: 1000Ib Ooz Adjusted Load Rating: 7071b 3%oz Maximum Horizontal Load: 4455lb Ooz Seismic Brace Assembly Detail (Provide Detail On Plans) (#410) Sway Brace Cramp Fastener Information Orientation of Connecting Surface: NFPA Type "B" (#076) Universal Locking Attachment End zo att Z LsTSSlAnch �I Ls(CS)or, HILTI Kwik Attachment End Locking /'� t pipe, Schedule 40 Fastener Construction Type: Normal Weight Concrete (4000psi) Type: Anchor, HILT! Kwik B Size: %, x 3%Mir Min. Embedment 0'-2 Brace Identification Number: LB -1 (to be shown on plan) 111,1 E Longitudinal Longitudinal Brace Maximum Load: 9531b 5%oz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.71 Diameter Description Unit Quantity Quantity Unit Weight Weight (WP) 4 Pipe, Dyna-Flow/Super Flo 17'-4% 17'-4% 10Ib 12'/oz 187Ib 14oz Subtotal Weight (Wp) 1331b 6%oz Wp x 1.150000 1531b 61/2oz Total Load (Fpw) --r- 1 them. 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.41.0 9/19/2016 2:47:35PM Page 1 Seismic Bracing Calculations Project: Tukwila Village Building E Contractor, Address:: 4405 S 144TH Street Address:: Tukwila, WA 98188 Phone: FAX: Brace Information Seismic Brace Attachments Length of Brace: 0'-2 Structure Attachment Fitting or Tension -only Bracing System Make: Afcon Modei:(p076) Universal Locking Attachment End Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 2015Ib Ooz Adjusted Load Rating: 1425Ib O'hoz Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Make: Afcon Model: (#410) Sway Brace Clamp Least Radius of Gyration:' 0.42" L/R Value:" 5 Listed Load Rating: 20151b Ooz Adjusted Load Rating: 14251b O1/2oz Maximum Horizontal Load: 44551b Ooz Seismic Brace Assembly Detail (Provide Detail On Plans) salescingpAttachm•ntEnd Universal Fastener Information Orientation of ConnectinSurface: NFPA(+410)Univey gType "B" (4078) Locking 0 'A 3%Anchor, HILTI KwIk ,� Boa TZ (CS) Lacking ROMConstruction • 1 Pipe, Schedule 40 i) Fastener Type: Normal Weight Concrete (4000psi)hm�Fnd Type: Anchor, HILTI Kwik B Size: 5i x 3% Min. Embedment 0'-2 III Brace Identification Number: LB -2 i (to be shown on plan) Maximum Load: 9531b 51/4z E Longitudinal Longitudinal Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.71 Diameter Description Unit Quantity Quantity Unk Weight Weight (Wp) 6 Pipe, Schedule 10 44'-11'% 44'-11% 23Ib 0%oz 10351b 6%oz Subtotal Weight (Wp) 7351b 2oz Wp x 1.150000 845Ib 6%oz Total Load (Fpw) 6991t1-ZiCoz m M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.41.0 9/19/2016 2:46:17PM Page 1 Seismic Bracing Calculations Project Tukwila Village Building E Contractor. Address:: 4405 S 144TH Street Address:: Tukwila, WA 98188 Phone: FAX: Brace Information Seismic Brace Attachments Length of Brace: 6'-0 Structure Attachment Fitting or Tension-only Bracing System Make: Tolco Inc Model:309) No-thread Swivel Sway Brace Attach Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 20151b Ooz Adjusted Load Rating: 1425Ib 01/2oz Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:. 1000) "Fast Clamp" Sway Brace Attachn Least Radius of Gyration:* 0.42" UR Value:* 172 Listed Load Rating: 20151b Ooz Adjusted Load Rating: 14251b 01/2oz Maximum Horizontal Load: 13101b Ooz Seismic Brace Assembly (Provide Detail On Plans) �h1000"Fast CYnp"Sw Brace (Flp. Pathment 1 Pips, Schedule 0 Brace Identification (to be shown on plan) Lateral Brace Detail sig x 3 Anchor, HILT! Kwik Bail TZ (CS) 809) Nomad Swivel Sway Braes 40 Number: SB-1 Fastener Information Orientation of Connecting Surface: NFPA Type "B" Fastener Construction Type: Normal Weight Concrete (4000psh Type: Anchor, HILTI Kwlk B" Size: 3/8 x 3 Min. Embedment 0'-2 Maximum Load: 9001b 41/2oz Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5 Diameter Description Unit Quantity Quantity Unit Weight Weight (Wp) 4 Pipe, Dyna-Flow/Super Flo 26'-8% 26'-8% 10Ib 12%oz 2881b 1%oz 1 Pipe, Dyna-Thread 6'-10+2'-10+(2)11'-11+8'-2 41'-8 lib 11'/.oz 71Ib 15/oz 2 Pipe, Dyna-Thread (2)0'-10'/a+(2)18'-1'/a 37'-11 51b 01oz 1741b 6%oz 11 Pipe, Dyna-Thread (6)19'-6+(2)20'-0+10'-3+9'-6 176'-9 3Ib 31/4oz 5661b 6'/ioz Subtotal Weight (Wp) 5501b 7/oz Wp x 1.150000 633Ib O'hoz Total Load (Fpw) mss. ko,, ® M.E.P.CAD, Inc. dif AutoSPRINK® 12 v12.0.41.0 9/19/2016 2:39:24PM Page 1 Seismic Bracing Calculations Project: Tukwila Village Building E Contractor. Address:: 4405 S 144TH Street Address:: Tukwila, WA 98188 Phone: FAX: Brace Information Seismic Brace Attachments Length of Brace: 6'-0 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:980) Universal Swivel Sway Brace Attach Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 27651b Ooz Adjusted Load Rating: 19551b 7%oz Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:. 1000) "Fast Clamp" Sway Brace Attaehn Least Radius of Gyration:" 0.4Z" UR Value:* 172 Listed Load Rating: 20151b Ooz Adjusted Load Rating: 14251b OYeoz Maximum Horizontal Load: 13101b Ooz Seismic Brace Assembly Detail (Provide Detail On Plans) Fastener Information Orientation of Connecting Surface: NFPA Type "B" (Fig. Attachment Lateral 1000)' Fest Clump" Sway Brace � f x 3%Anchor, HILTI Kwik �! Belt TZ (CS) (Fig. 99O) Universal Swivel Sway Brace Attachment 1 Pipe, Schedule 40 fa Brace Identification Number: SB -3 (to be shown on plan) 4J Brace Fastener Construction Type: Normal Weight Concrete (4000psi) Type: Anchor, HILTI Kwik B Size: Y: x 3"/. Min. Embedment o'-2 Maximum Load: 953Ib 5%oz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.71 Diameter Description Unit Quantity Quantity Unit Weight Welght (WP) 4 Pipe, Dyna-Flow/Super Flo 34'-974 34'-91/2 10Ib 12%oz 3751b 12Y4oz 2 Pipe, Dyna -Thread (2)18'-0+0'-9+4'-9 41'-6 41b 9oz 1891b 14oz 11 Pipe, Dyna -Thread 18' -0+17' -0h+2' -6Y.+15'-374+0' 53'-3' 3ib 31/4oz 1711b 03/4oz 1 Pipe, Dyna -Thread -5'h 3'-2Y 3'-2% lib 111oz 51b BY4oz 11/4 Pipe, Dyna -Thread 18'-0+17-6 35'-6 21b 8%oz 901b 51/2oz Subtotal Weight (Wp) 5911b 2%oz Wp x 1.150000 6791b 123/4oz Total Load (Fpw) yaiNryML.. O M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.41.0 9/19/2016 2:44:39PM Page 1 LEHNER engineering 16300 State Hwy 305 NE, Unit 95 Poulsbo, WA 98370 Cell 509-481-5408, 360-930-0658 FIRE PROTECTION SPECIALISTS NOTE: NEW ADDRESS Date 10 OCT 2016 To: Phil France, Owner Surefire Sprinkler Corporation P O Box 719 Ravensdale, WA 98051 206-793-7688 phil@surefiresprinkler.com Re: LE 1607-E Tukwila village, Building E 14400 Tukwila International Blvd. Tukwila, WA 9818 Fire Sprinkler Permit BUILDING D NEEDS ANOTHER LOOK (standpipes) Mr. France: I have reviewed these five fire sprinkler shop drawings of a mid -rise mixed-use apartment building. The following comments that are in bold print or underlined need your input or action. The others are included for my initial information. If one is wrong, please let me know. Paragraph numbers from NFPA-13 are included below in some cases without the "NFPA-13". Drawing 1 of 5, Level 1 Plan. Parking & Riser Detail [dated 9/16/2016]: Partial Site Plan: Two FDCs are provided by others w/flanges inside the building. One is 2 -way 2.5" x 4" for class II standpipe w/4" lead-in. The other is a 3 -way x 6" lead-in for the Class I standpipe w/6" lead-in. A third note describes a standpipe w/4 hose valves & is ignored. Both of these siamese are outside the scope of work. Check valves are properly noted inside the building. Strictly per NFPA-14 the three way should be a 4 -way because of the supplementary 2.5" hose valves midway in the building. SEE STANDPIPE NOTES BELOW. The standpipe note referring to the 4 — way, is the hydraulic demand note for the standpipe system. A 3 — way primary FDC will be provide, inless TFD notes something different. Standpipe notes indicate that short hangers (< 6") will act as seismic braces. This is OK for lateral but not longitudinal bracing. Please provide some longitudinal bracing. Longitudinal bracing has been added. S/Pipe notes: Valves at top to be at mid-level stair between 5 & 6. NEED ROOF VALVES??? NFPA-1 Standpipes are shown in stairs 1 & 2 (NW & SW), but not 3 & 4 (not required). A roof outlet has been added from the standpipe located in the corridor Two standpipe risers are shown in Stair 2, but I believe a misinterpretation of the Tukwila Code has occurred. The Code calls for an 1.5" x 150 ft hose rack to be installed beside the Class I standpipe, starting on the third floor and every other floor thereafter. It does not stipulate a separate 4" riser, which in my opinion could be eliminated. It appears that the Civil engineer also misinterpreted this Code or someone else did (hence the FDCs). I expect the hose racks to be required beside each standpipe though. The 1.5" hose racks are not mentioned in the S/Pipe notes. It has been my experience that no firefighter will ever use such hose racks, since they don't trust their reliability. They lay their own hoses into a fire scene. Inch & a half hose racks are only required if the local AHJ requires them (NFPA-13, 8.17.5.1.1). So strictly per Tukwila Code, you need a rack on Levels 3 and 5. I would clarify this with the Tukwila Fire Marshal. Immediately below is the Tukwila Code, exactly as it is written regarding this. Conversations will Al Metsler with TFD, eliminated the requirement for fire hose racks, A secondary stand alone standpipe system is required. "B. Buildings over four stories shall have in the stair tower adjacent to the standpipe beginning on the third floor and alternating every other floor in hose cabinets 150 feet of 1 3 4 double jacket hose with 1 1 2 NST hose couplings The hose lengths shall be connected and bundled together The cabinet shall be labeled FIRE DEPARTMENT USE ONLY" Parking Notes: Acceptable, look for Dyna flow pipe details. Riser Detail: AMD not mentioned, NOTE: AMD is only required if the air compressor produces over 5.5 cfm at 10 psi (7.2.6.6.2). Do Elev mach rooms AS have flow switches? No. How are the check valves for the FDCs drained since they are "posts" outside and above the valve room? ball drip assemblies will need to be installed by whomever installs the FDC's The West end of this level is open to the Mezz level. Stairs 3 & 4 access only the Mezz. It appears that 5 bedroom units on the East wall are accessed from outside on this level w/living/kitchen space + bed/bath on this level and stairs to the mezz and another bed/bath. The living room is a high bay. Elevators are located at the SE and NE corners of the bldg. Stairs 1 & 2 are both used as spklr risers w/floor control valves. The two sides are interconnected, which is hydraulically very efficient. If any sprinkler operates on a given floor, two water flow signals will be sent to the FACP. The risers need to be signed appropriately for emergency responders and the FA contractor needs to know this. This will all become very apparent, with the addition of the Smoke Control system, now required by TFD. A supplementary 4" wet standpipe riser is located about midway between stairs 1 & 2 and is routed from Level 1 up thru the Mezz to Level 2 where a 2.5" hose valve is mounted. It continues on up to Level 5 with a valve at each level. Please confirm that this is because of the distance between stairs 1 & 2 and that valves are not required on Level 1 or the Mezz. IS A HORIZONTAL EXIT SHOWN ABOUT HERE ON THE ARCHITECTURAL PLANS (2 — HR WALL)? A short length of heat tracing occurs on the Mezz level. The additional standpipe is required because of thr overall distance between stairs. A HORIZONTAL EXIT COULD HAVE A SEVERE IMPACT ON YOUR DESIGN (HYDRAULICALLY) ESLO sprinklers are two far apart across node 14. ESLO too far off wall just South of node 15 (the node for the standpipe riser). Drawing 2 of 5, Level Mezz Plan, Notes & Details [dated 9/16/2016]: Two wet mains on the South side of the Mezzanine are "heat traced/insulated". Is it possible to route them one floor above in a heated zone? It appears that this Mezzanine is more open to the weather (West side). Floor Control Detail: Doesn't show pressure relief valve required by NFPA-13, 7.1.2.1 Revised. RETAIL NOTES: Please provide 1" hex bushings for future changeout for drops (8.15.20.2). Noted in PETAII_ AREA NOTES Drawing 3 of 5, Level 2 Plan, Residential Details [dated 9/5/2016]: Residential Area Notes indicate residenetial sprinklers max spacing is 150 sf with up to 8' off the wall. Corridors are spaced at 18'. Rooms 201, 214: AS 9 ft off wall. Revised Drawing 4 of 5, Levels 3 & 4 Plans, Residential Notes & Details [dated 9/5/2016]: Rooms 310, 314 & 329 have sprinklers 9 ft off the wall. Revised Rooms 410, 414 & 429 have sprinklers 9 ft off the wall. Revised Drawing 5 of 5, Level 5 Plan & Bldg Section, Residential Notes & Details [dated 9/5/2016]: BLDG SECTION: No attic plan is shown, so is that cavity filled with insulation? Yes. Are those structures above the roof occupied or sprinklered? unoccupied Does one of the stairs extend up onto the roof. No, stair #1 has a roof hatch with alternating tread device. STANDPIPE NOTES: The location of hose valves on the roof I need to check, but I need to know about the stair to the roof. Tukwila doesn't seem to modify NFPA-14 in this respect. A roof outlet has been added from the standpipe located in the corridor. AS in front of Elevator 1 is 9 ft off the wall. Revised Rooms 510, 514 & 529 AS is 9 ft off the wall. Revised HYDRAULIC CALCULATIONS: WORKING This is a multi -family complex. Parking Level 1, South (.10/1500): Safety = 9.6 psi, ACCEPTED The title block says 0.10/1500, Light Hazard, but it's calc'd at 0.15/1950, Ord -1. Parking Level 1, North (.15/1950): Safety = 12.4 psi, ACCEPTED Level MEZZ, Lobby (.10/1500): Safety = 19.7 psi, ACCEPTED Level MEZZ, Media Room (.15/1500): Safety = 11.6 psi, ACCEPTED Level MEZZ, Parking (.10/900): Safety = 10.3 psi, ACCEPTED The title block says 0.10/900, Residential, but it's calc'd at 0.15/1950, Ord -1. Level MEZZ, Retail (.20/1500): Safety = 12.9 psi, ACCEPTED Level 4, East Residential (4AS at.10/900): Safety = 11.4 psi, ACCEPTED Level 4, West Residential (4AS at.10/900): Safety = 13.5 psi, ACCEPTED Level 5, Sunroom (6AS at.15/1500): Safety = 10.0 psi, ACCEPTED Level 5, Residential (4AS at.10/900): Safety = 10.3 psi, ACCEPTED A 4 -head line exists in room 516, which I calc'd to a demand at the crossmain with 1" pipe only 1 psi more than the line just to the right (node 9). I conclude that a 4 -head line like this (less flow than node 9 flow) when distributed thru the 1.5" loop will balance out about equal. CONCLUSION: 1" is OK for this and for the 3 -head lines. Wet Standpipe (1000 gpm at 100 psi): Demand = 149 psi ACCEPTED SEISMIC CALCS [dated 9/19/2016: RECALC 4" x 17' = 187#, The factor,Cp of .71 has been applied twice, greatly reducing the load. 6" x 45' = 1035#, The factor,Cp of .71 has been applied twice, greatly reducing the load. 4 groups = 1099#, The factor,Cp of .71 has been applied twice and ONLY the first category of piping has been added. The subtotal before applying Cp should be 1099#. 5 groups = 830#, The factor,Cp of .71 has been applied twice, greatly reducing the load. EQUIPMENT: Many significant items of equipment have not been included. (3410) Sway Brace Clamp (3076) Universa! Locking Attachment End Y: x 3'/. Anchor, HILT) Kwik Bot TZ (CS) (3076) Universal Locking Attachment End (3410) Sway Brace Clamp (3076) Universal Locking Attachment End 4 '• Vto,y,,e (Fig. 1000) "Fast Clamp' Sway Brace %:x3%Anchor. HILTI Kwic Attachment Bolt 12 ( (3076) Ikniver Attachment Ei :4 x 3V.Anehor, HILTI Kwik Bot TZ (CS) (Fig. 909) No -thread Swivel Sway Brace Attachment (Fig. 1000) "Fast Clamp" Sway Brace Attachment %x 3% Anchor, HILTI Kwik Bot TZ (CS) (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe, Sctedkie 40 1 Pipe. Schedule 40 1 Pipe, Schedule 40 1 Pipe. Schedule 40 Brace Identification Number. LB -1 (to be shown on plan) Brace Identification Number. LB -2 (to be shown on plan) e Identification Number. SB -1 shown on plan) Brace Identification Number. SB -3 (to be shown on plan) ongitu. Ona Longi dinal SIDENT L Aimprtmzroirclar RESIDENTIAL AREA NOTES EXISTING 8" CITY MAIN 144TH STREET CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE BLAZEMASTER CPVC CONNECTED WITH TFP-500 ONE-STEP CEMENT BLAZEMASTER PIPING CONFORMS TO ASTM 442 AND IS UL LISTED BLAZEMASTER FITTINGS MEET ASTM F438 REQUIREMENTS FOR SCHEDULE 40 DIMENSIONS FROM 3/4" TO 1 1/2" AND ASTM 439 REQUIREMENTS FOR SCHEDULE 80 DIMENSIONS FROM 2" AND LARGER. 6 10'-0 6" FIRE SERVICE FORM CITY MAIN, BY OTHERS -- \ SIB! SII I W.l� 1 STAIR 3 �I�qj - /' I, 41 AAlr 1■I. : , IIMINILTAIIITilliM■IIS■I. 111111MCwimil il• 11 I® • I 1 � � an I M_ 1% v4 1rCORRIDOR 1% LEVEL 6" PI V, BY OTHERS SFSC TO START INSIDE THE BUILDING AT A FLANGE LEFT BY OTHERS. 6 PARTIA SITE PLAN SCALE: 1/8" = 1" 0 SFSC T INSIDE BUILDI FLANG FDC'S SPRINKLE Esc B • START HE GAT S FROM Y OTHERS. 2 - DRY PIPE RISERS & 2 WET SPRINKLER RISERS STAIR 4 6" X PRI 2 1/2" X 2 1/2" X 2 1/2" ARY FIRE NT NECTIONS, PER TFD DARD'S, BY OTHERS FIRE COMMAN BY LOUNGE -1"UP& .NSUPPLY CONTROL " VE, WITH TAMPER. INSTALL 1" TEES WITH PLUGS FOR DRAINS AT EACH SIDE OF VALVE ELEC. MACH. RM. 6" GVD FDC CHECK VALVE 4" WET STANDPIPE SUPPLY UP TO MEZZ LEVEL 1'/4 1% 1Y4 1% 1Y4 ._1i ZONE OF INFLUNCE LB -2 6 4" WET STANDPIPE OMMERCIAL 1 SUPPLY UP TO MEZZ LEVEL TRASH RM 4" DRY SY- SUPPLY, U LEVEL ME 0 ABOVE OPEN TO ABOVE RCIAL 2 C002 682 SF " SUPPLY DOWN TO I PECTORS TEST VAL / / / 5w-z,f°6 15 (kO 017dac��� WET STANDPIPE 3 - 2 1/2" FIRE HOSE VALVES. 750.0 GPM SYSTEM DEMAND @ FDC 143.9 psi. 4" WET STANDPIPE SUPPLIES DOWN TO LEVEL 1 110 VOLT, SINGLE PHASE, RISER MOUNTED AIR COMPRESSOR. MOD. #OL435v75AC POWER SUPPLY FROM DEDICATED 20 AMP BREAKER. COMPRESSOR SIZED FOR LARGEST SYSTEM, TO RESTORE AIR PRESSURE WITHIN 30 MIN. 4" SUPPLY TO L 1 GARAGE SYSTEM 1 FIRELOCK NXT, SERIES 68, DPV 1 DRY PIPE ALVES, WITH DRAINS, I/LOW PRESSURE WITCHES. LEVEL 1 NORTH PARKING REMOTE AREA, ORDINARY GP 1 .15 gpm / 1,950.0 SQ. FT.. ESLO HEADS MAX SPACING 18' X 18', 324 SQ. FT. FD SSU 127 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 R 381.3 gpm @ 68.2 psi. 4" SUPPLY TO 6" PRIMARY WET STANDPIPE SUPPLING THE BUILDING SPRINKLER SYSTEMS ON ALL LEVELS 4" SUPPLY TO MEZZ LEVEL GARAGE SYSTEM 6" DIP FROM CITY \� CONNECTION. SFSC TO START INSIDE THE BUILDING ATA FLANGE LEFT BY OTHERS. NEIGHB POLICE R CE( LEVEL 1 SOUTH PARKING REMOTE AREA, ORDINARY GP 1 .15 gpm / 1,950.0 SQ. FT.. ESLO HEADS MAX SPACING 20' X 20', 400 SQ. FT. STD SSU 125 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 R 400.3 gpm @ 56.8 psi. OPEN TO ABOVE PARKING GARAGE NOTES P = NG AREA - NFPA 13, 2010 ETITION. ORDINARY GP. 1 DRY YET I i. UM 10'-0 FROM WALLS. UPRIGHT SPRINKLER DEFLECTORS TO BE LOCATED 1" TO 12" BELOW RIGID INSULATION ON UNDERSIDE OF CONCRETE DECK. Earthquake bracing to be standard per N.F.P.A. #13. Lateral bracing 40'-0 maximum spacing, 6'-0 maximum from end of piping Longitudinal bracing 80'-0 max. spacing, 40'-0 max. from end of piping System to be hydrostatically tested @ 200psi for 2 hours - per N.F.P.A. #13. Pipe sizing per: HYDRAULIC CALCULATIONS. Main piping 2 1/2" - 4" to be ANSI / ASTM A-795 "EDDY -FLOW" sprinkler piping with grooved couplings & fittings. Branchline piping 2" & smaller to be ANSI / ASTM A-795 "EDDY -THREAD" sprinkler piping with threaded ends & cast iron fittings. All grooved couplings on low pressure piping to be "Victaulic" #005 Zero -Flex couplings except where required by NFPA #13. " WET S 4" WET STANDPIPE 2 1/2" FIRE HOSE VAL TANDPIPE NO TES 1. ALL 2 1/2" FI STAIRS, AT APP 2. ALL FIRE HO 3. WSP VERTIC ABOVE, AND BE 4. 4 -WAY SEIS DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. E HOSE VALVES TO BE LOCATED OXIMATELY 3' - 0" AFF. E VALVES TO HAVE CAP & CHAIN, L PIPING TO HAVE A FLEXIBLE C OW THE FLOOR PENETRATIONS. IC BRACING TO BE PROVIDED AT N THE INTERMEDIATE LEVELS OF THE STAIR 2 STANDPIPE 4" GVD BUTTERFLY VALVE W/ TAMPER, WATERFLOW INDICATOR, 2" MAIN DRAIN, AND PRESSURE GAGE SUPPORT RISER MANIFOLD W/ Z' PIPE 4" WILKINS STANDS TYP. OF 3 350ADABGVIC DDCVA VALVE. RISER DETAIL NO SCALE DRY SYSTEM CAPACITY LEVEL L 1 246.0 GALLONS LEVEL MEZZ. 397.0 GALLONS WATER FLOW INFORMATION Hydrant Test Location : North Side of South 144 th Street, Across from 4021 S. 144 th St.. Test Date 06/05/17. STATIC: 85.0 psi, RESIDUAL: 20.0 psi, FLOW: 3,500 gpm. Information Provided by W D # 125. 2 1/ IPE HOSE VALVE. DRILL 1/8" HOLE IN CAP. UPLING LOCATED WITHIN 1' - 0" BOTH HE TOP, AND BOTTOM OF ALL VERTICAL HANGER DETAILS LEVEL 1 PLAN SCALE: 1/8" = 1"-o ALL ORDINARY HAZARD OCCUPANCIES, RED, PIPING TO BE EDDY- FLOW MAINS, AND EDDY -THD LINES. ALL RESIDENTIAL SYSTEM , ORANGE, PIPE & FITTINGS TO BE CPVC. SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS 4"X2.5"X2.5" FDC ON THE BUILDING PAID CCT 24 2017 TUKWILA FIRE cj E W S Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REVD 10/11/16 PER LEHNER ENGINEERING Symbol REV LETTER 10/10/16 O 0 Sprinklers Vic V2703 K-5.6 Vic V3425 ECOH K14.0 Vic V2708 K-5.6 Vic V2740 K-4.9 Vic V3425 ECOH K14.0 Type UPRIGHT UPRIGHT PENDENT PENDENT PENDENT Degree 155 155 155 155 155 Qty 9 34 14 42 1 TOTAL THIS SHEET: 100 Post Indicator Valve - Key Operated Valve - Public Hydrant • - Fire Dept. Connection pi< - O.S.&Y. Gate Valve - Check Valve / New Underground A = - Existing Underground 1 - Alarm Check Valve - Thrust Block - Backflow Preventer -p- - Upright On 1/2" Outlet - 0- - Pendant On 1" Drop Bel. Ceiling _0-- Upright On 3/4" outlet - po- - Upright On 1" Stubb-up -0- - Upright And Pendant On Drop V - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. 3. IMO - SureFire Sprinkler Corp. P O Box 719 Ravensdale, WA. 98051 wAOMIMSTON *TATO ORR77wICATO OP COIIPOTONC1r BIRO PROTOCTION $Pk1NwAR SWIM Phil France 0061-0292-C Level3 Surefire 'nkler Corporation SU :t5 = 56DD 4. 5. Job No. 201613 LEVEL 1 FLOOR PLAN TUKWILA VILLAGE BLDG E Date Engr. 10/23/17 P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 1 OF 6 LEVEL MEZZ. RES LOBBY REMOTE AREA, ORDINARY GP 1 .15 gpm / ENTIRE ROOM. STD SSP 126 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 207.5 gpm @ 56.7 psi. c) PIPING TO BE HEAT TRACE & INSULATED BY SFSC. ELECTRICAL POWER SUPPLY, & FIRE ALARM MONITORING. BY OTHERS. RESIDENTIAL AREA NOTES 1.25" SUPPLY DOWN TO LEVEL 1. CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE BLAZEMASTER CPVC CONNECTED WITH TFP-500 ONE-STEP CEMENT BLAZEMASTER PIPING CONFORMS TO ASTM 442 AND IS UL LISTED BLAZEMASTER FITTINGS MEET ASTM F438 REQUIREMENTS FOR SCHEDULE 40 DIMENSIONS FROM 3/4" TO 1 1/2" AND ASTM 439 REQUIREMENTS FOR SCHEDULE 80 DIMENSIONS FROM 2" AND LARGER. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2010 EDITION LEVEL MEZZ. MEDIA ROOM REMOTE AREA, ORDINARY GP 1 .15 gpm / ENTIRE ROOM. STD SSP 125 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 R 76.3 gpm @ 62.7 psi. MEETING RM 1 � o 10'-01A Iyl a L1 PARKING GARAGE NOTES PARKING AREA- NFPA 13, 2010 EDITION. ORDINARY GP. 1 DRY SYSTEM SPRINKLER SPACING MAXIMUM 20 x 20. MAXIMUM 10'-0 FROM WALLS. UPRIGHT SPRINKLER DEFLECTORS TO BE LOCATED 1" TO 12" BELOW RIGID INSULATION ON UNDERSIDE OF CONCRETE DECK. SLOPE ALL PIPE TO DRAIN. SLOPE LINES 1/2" - 10' - 0". SLOPE MAINS 1/4" - 10' - 0". Earthquake bracing to be standard per N.F.P.A. #13. Lateral bracing 40'-0 maximum spacing, 6'-0 maximum from end of piping Longitudinal bracing 80'-0 max. spacing, 40'-0 max. from end of piping System to be hydrostatically tested © 200psi for 2 hours - per N.F.P.A. #13. Pipe sizing per: HYDRAULIC CALCULATIONS. Main piping 2 1/2" - 4" to be ANSI /ASTM A-795 "EDDY -FLOW" sprinkler piping with grooved couplings & fittings. Branchline piping 2" & smaller to be ANSI / ASTM A-795 "EDDY -THREAD" sprinkler piping with threaded ends & cast iron fittings. All grooved couplings on low pressure piping to be "Victaulic" #005 Zero -Flex couplings except where required by NFPA #13. " WET STANDPIPE NOTES A ESTR 9'-11'4 2'- STOR. 8'-0 02\3 STOR. STOR. 031_ STOR. 0 9414'-01 •BB L00 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. ALL STANDPIPE HANGERS TO BE 6" OR LESS HANGER RODS AND THEREFORE COUNT AS SEISMIC BRACES. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH) LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 4" WET STANDPIPE SUPPLY DOWN TO LEVEL 1 4 SUPPLY UP TO ADDITIONAL 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE. LEVEL 2 4" . RY YST ' M UP Y, DAWN T• EV- 1. 1.25" SUPPLY DOWN TO LEVEL 1. 4" WET STANDPIPE SUPPLIES DOWN TO LEVEL 1 11'-10 N. 16'-6 / ZONE OF INFLUENCE MEZZ LEVEL LB -1 17'-6 91'-8% 18'-6 12'-8'A N 1'A 0%." 15'-0 LEVEL MEZZ. REr ILL° REMOTE AREA, ORDINARY GP 2 .20 gpm / 1500.0 SQ. FT.. ESLO HEADS MAX SPACING 256 SQ. FT. STD SSU 130 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 382.2 gpm @ 67.4 psi. / RsA -[V / 1 1'-E VA 0 ' 15'-0 171-10 NEIGHBORHOOD POLICE RESOURCE CENTER 5 ' qe- N / 0 1 to O E 7 0 4" WET STANDPIPE, STANDPIPE ISOLATION VALVE, & SECTIONAL FLOOR CONTROLS FOR MEZZ, & LEVEL 1 AREAS STAIR 1 2 DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO 1ST FLOOR. 3" GROOVED BUTTERFLY VALVE W/ TAMPER \ 3" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 3" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM 3" READY RISER, W/ DRAIN, ,FLOW SWITCH, PRESSURE REKIEF, AND PRESSURE GAGE 1" SUPPLY DOWN TO INSPECTORS TEST VALVE. 3" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 1 NOT TO SCALE PIPING TO BE HEAT TRACE & INSULATED BY SFSC. ELECTRICAL POWER SUPPLY, & FIRE ALARM MONITORING, BY OTHERS. RETAIL AREA NOTES 111 11 LEVEL MEZZ. NORTH PARKING REMOTE AREA, ORDINARY GP 1 .15 gpm / 1,950.0 SQ. FT.. ESLO HEADS MAX SPACING 400 SQ. FT. STD SSU 130 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 379.1 gpm @ 67.4 psi. LEVEL MEZZ. SOUTH PARKIN REMOTE AREA, ORDINARY GP gpm / 1,950.0 SQ. FT.. ESLO HE MAX SPACING 400 SQ. FT. STD 130 sq. ft. MAX SPACING. SYSTE DEMAND @ B 0 403.2 gpm @ 65 psi. RETAILAREA- NFPA 13,2010 EDITION. ORDINARY GP. 2 WET SYSTEM SPRINKLER SPACING MAXIMUM 126 SQ. FT. UPRIGHT SPRINKLER DEFLECTORS TO BE LOCATED 1" TO 12" BELOW DECKING. ALL UPRIGHT HEADS TO BE INSTALLED IN 1" BUSHED OUTLETS. Earthquake bracing to be standard per N.F.P.A. #13. Lateral bracing 40'-0 maximum spacing, 6'-0 maximum from end of piping Longitudinal bracing 80'-0 maximum spacing, 40'-0 maximum from end of piping System to be hydrostatically tested @ 200psi for 2 hours - per N.F.P.A. #13. Pipe sizing per: HYDRAULIC CALCULATIONS. Main piping 2 " - 4" to be ANSI / ASTM A-795 EDDYA-FLOW' sprinkler piping with grooved couplings & fittings. Branchline piping 2" & smaller to be ANSI / ASTM A-795 "EDDY -THREAD" sprinkler piping with threaded ends & cast iron fittings. All grooved couplings on low pressure piping to be "Victaulic" #005 Zero -Flex couplings except where required by NFPA #13. "Victaulic" #75 coupling to be used as flexible. E Revisions PIPING TO BE HEAT TRACE & INSULATED BY SFSC. ELECTRICAL POWER SUPPLY, & FIRE ALARM MONITORING, BY OTHERS. (Fig. 4B) Pipe Champ for Sway Bracing (Fig. 980) Universal Swivel Sway Brace Attachment 4" WET STANDPIPE, & STANDPIPE ISOLATION VALVE EV'D 10/11/16 PER LEHNER ENGINEERING HANGER DETAILS Sprinkler Information Symbol Sprinklers Type Degree Qty REV LETTER 10/10/16 0 Vic V2704 K-5.6 UPRIGHT 155 26 NORTH Vic V3425 ECOH K14.I UPRIGHT 155 71 S Vic V2740 K-4.9 PENDENT 155 40 OO Vic V2708 K-5.6 PENDENT 155 38 TOTAL THIS SHEET: 175 LEVEL MEZZ. PLAN SCALE: 1/8" = 1"-0 ALL ORDINARY HAZARD OCCUPANCIES, RED, PIPING TO BE EDDY- FLOW MAINS, AND EDDY -THD LINES. ALL RESIDENTIAL SYSTEM , ORANGE, PIPE & FITTINGS TO BE CPVC. Standard Symbols >1.< - Post Indicator Valve I - Key Operated Valve -f - Public Hydrant - Fire Dept. Connection pt< - O.S.&Y. Gate Valve N - Check Valve / New Underground = 4 -Existing Underground Standard Symbols - Alarm Check Valve ® - Thrust Block - Backflow Preventer Sprinkler Head Symbols - 0- - Upright On 1/2" Outlet -p- - Pendant On 1" Drop Bel. Ceiling -0- - Upright On 3/4" outlet -0- - Upright On 1" Stubb-up - - Upright And Pendant On Drop V - SideWall On 1/2" Outlet -V-- - Sidewall On 1" Outlet Inspections 1 2. 3. SECONDARY 4"DRY STANDPIPE 3/8 x 3Anchor, HILT! Kwkc Bok TZ (Cs) (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number. LB -1 (to be shown on plan) (Fg.1000)'Fast Clamp' Sway Brace Attachment 3/8 x 3 Anchor. HILTI Kwik Bok TZ (CS) (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number. SB -1 (to be shown on plan) SureFire Sprinkler Corp. P O Box 719 Ravensdale, WA. 98051 4. LEVEL MEZZ. FLOOR PLAN Job No. 201613 TUKWILA VILLAGE BLDG E pate 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 20F6 u111111IMIIIIIu11ui Iuluuuunununlunun11111ijP 2 BED-D_wd 226 1 BED -A 224 4" WET STANDPIPE WITH 2 1/2" FIRE HOSE VALVE, & STANDPIPE ISOLATION VALVE iliwimmmommEMNE' ' I��lii����il 'Ili�'2Iliiii�.411'1' I■■■■ umi■ mum 1111■■■■ mums MINIM MIME ■■■■I 11111■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■I IIME111111141.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■I r Nair Ailk44 _ 1 BED-C_d_s 214 WET STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 1 BED -C 210 RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE BLAZEMASTER CPVC CONNECTED WITH TFP-500 ONE-STEP CEMENT BLAZEMASTER PIPING CONFORMS TO ASTM 442 AND IS UL LISTED BLAZEMASTER FITTINGS MEET ASTM F438 REQUIREMENTS FOR SCHEDULE 40 DIMENSIONS FROM 3/4" TO 1 1/2" AND ASTM 439 REQUIREMENTS FOR SCHEDULE 80 DIMENSIONS FROM 2" AND LARGER. MAXIMUM SPRINKLER SPACING 150 sq. ft. MAXIMUM 8' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2010 EDITION 2 BED-D_wd 208 1 BED Al 212 INTERN T CAFE 216 LDRY 1 2 BED -E1 d s 228 CORRIDOR 1 LDRY 2 1 BED-C1_d_s_A 207 1 BED -B 209 2 BED -E1 d 230 1 BED-B_d 223 1 BED -A d 221 ED-E_d_wd_s_ 219 COMMUNITY RM. 217 CRAFT RM. 215 1 BED-C_d 213 1 BED -A d 211 � �r 4 414 -1=-711r. �♦�♦�`�11_,1� 41,, IIin I►♦♦♦ SII /��•►�♦♦�♦111 11141 AMEINEW♦♦♦� ,1 11 1E7 l;l WL1 luommilmommonmmommommummEnummommummommummuommommuns, Iammimmomms it4S+4 r�:71i�_=,'-�■I�I■■■■1'���� s��___��I ov_ ��1■■■I�r�"='�_-1�"R'1■■■■"'��■■■ ►—--.; _ �I oma+®�� �� r. li�l �. Er ■ ■■itiamm x .Isom mumis it o •o• 1 Tommi` ®samo1■■■`:�■■■■ tam •I ► ■■■■■■■■■■■■■■■■■■■■■ I a OA tal 1111■■■ : �:::::�::::::: � .::::::::..:.:::::: :.:�: ;■■■■111►♦ t1►®♦ ,,I, 1111■■11111111111111 ■■■■1®/1, ♦ ♦ ,1/� 1■■■■■ ■■■■■■■■®_ ,I 1 BED A d 231 1 BED -C3 wd_s 234 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO 1ST FLOOR. 2" GROOVED BUTTERFLY VALVE W/ TAMPER 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER niuuuimuinunnnmu im imp iium 2" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM liiuuuuu•uuuI',■■■■■■■■■■ r v r v r• v r v r• v r v r v r v ■■■■■■r ■■ surai �sausa�wr 'soma■■■■■■■■■■■■1111■■■■■ _1111■■■■■■■■■■ ■■■■L. ilii_■■■■o■■■i■■I■Imi■■■m■m■■1l■■■■■■■■■■■■■■■■■■■■■■1111■■■■■■■■■■■ ■r7■■■r'11II■u■.ui■II■ ■■■iii.I■■■u■i■■■iI1■■■■■■■■■■■■■■■■■■■1111■■■■■■■■■■■■■■ ■1==1■■■1===1■ 1i■eli ■II■i■■it ■il■■■�■iEME 11■■1111■■•11■■1111■■1111■11_11■1111■■1111■■1111■■■ �■1= i i i � ■ ii■■■iii r■■■■■mm■■■■■_/mmumm■ai■■■_1111■■■■■■ r .■■■1111 :.:. _ ..:.: ;:. :: ' ■■■■. or • lir lreNNEN„,. ■■■1111■■■ii1■■■■■ �:: r: _..: ;� �. �.�� ■■■■ISI► �I �I�►11■■■ onnommr- 4....,,,,_ =,-- CM Imo anuirirdi imilmoil EMIR 'I'l'il 1lormor ■■■E� 1111■■ 11 4111•1111111111 1111■ . ..... ......::: 1111■ii.�::::...:.�.:,:�:.:_.:::::�:�.���:���:��-::�:.::�: �� �::.:��`�:� �:�:_: 1111■■41613m011111■■■ m ■11■ii■■■►_ _- ISI► �I�► ■■ ■ ■ .III ■■■1111 ■■■■�-..--- �.�_-- A1111111111111num................•1111■mom_ AITI;i ----- -i■■■■■■■■■■■■■ 1111■ . ■ n7ror. � 7■■■STAm■ onro"o�__-- — �� 1111■I=I r■� 11��I��II�'■■■■■■Ir■�� r� �I I I•■rl1■r���lr■■■■-r�■■■■ ■■■■■a■■■`■`■■■di■■■■■■ 1111■`■■■■■11110:■■■`:A■■■■■■■■■ _ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1— i ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■■■■■1= ■■■■■■■■1111■_■■■■_■■■■■1111_1111■■■_1111■■■■■■■1111■■■■■■■1 1 BED A d 206 2 BED-E_d_s 204 -1■■■1 -1■III■ 1111■ ■I ■ 1111■ ■II■■■■■■■111■■��■■��■■��■■��■■��■■��■■��■■��■■■ r ww- � ■�■ 1 1111■■■■1111■■■■■■■■■■■■■■■■■■■/♦♦!��� ■■■■■■1111■■■■■■■■_1111■■mungamommuummummi MOM Atik .111 ♦♦`- ■1111 ■■u 1■■ ■ ■■■■■■■■■■■1111 11111111111111111111111111111111•11A1 ........ .. .. . . .. .. . . ..:... 4” WET STANDPIPE 21 /2" FIRE HOSE VALVE. & SECTIONAL FLOOR CONTROLS 2" POTTER RD 13 RESIDENTIAL RISER, W/ DRAIN, FLOW SWITCH, ,PERSPIRE RELIEF AND PRESSURE GAGE 2" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 1 NOT TO SCALE LEVEL 2 PLAN SCALE: 1/8" = 1"-0 ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 150 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 1 BED -A d_s 202 1 BED-C1_d_wd 201 1111111 III:ll is r I Ill lulnlllllllu 11111111111111111111111111111111111111111 1 HANGER DETAILS 4" WET STANDPIPE 21/2B. FIRE HOSE VALVE. SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS CPVC HANGER SUPPORT SPACING Hanger No.19w Offset Pipe Hanger Aa. Wad SaMno cr ;•i 5-6 1" Offset Pe. Hap., 11/4 / / / / i / / / / ` / / / / 112 /////////////// 2 8'-0 //// ////////// 3 10'-0 W..d I Joh; Bomar Dock 4" WET STANDPIPE 21/2B. FIRE HOSE VALVE. SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4" 5-6 1" 6.0 11/4 6-6 112 T-0 2 8'-0 212 9'-0 3 10'-0 MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE 5'-0 3'-0 1'-6 2'-0 0'-6 0'-6 0'-6 WASHINGTON STATE CSINTWICIATS OP COMPSTIVNCY PMtiPROWICTION $PRZNKL R SYSTRMS Phil France 0061-0292-C Level 3 Su - ''% 'nkler Corporation SaileAt"Tr 8 56D0 Date Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV'D 10/11/16 PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty REV LETTER 10/10/16 • Vic V2708 K-5.6 Vic V2740 K-4.9 Vic V2708 K-5.6 PENDENT PENDENT PENDENT 155 155 200 23 260 6 TOTAL THIS SHEET: 289 - Post Indicator Valve - Key Operated Valve - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve N - Check Valve New Underground = 4 - Existin + Under . round w - Alarm Check Valve - Thrust Block - Backflow Preventer -0- - Upright On 1/2" Outlet - o- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -0- - Upright On 1" Stubb-up - - Upright And Pendant On Drop - SldeWall On 112" Outlet - Sidewall On 1" Outlet 1. 2. 3. SureFire Sprinkler Corp. P O Box 719 Ravensdale, WA. 98051 4. LEVEL 2 FLOOR PLAN 5. Job No. 201613 TUKWILA VILLAGE BLDG E pate 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 3 OF 6 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4' 4'-0 3'-0 1" 5'-0 4-0 11/4 6'-0 5'-0 112 T-0 7'-0 MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE 5'-0 3'-0 1'-6 2'-0 0'-6 0'-6 0'-6 WASHINGTON STATE CSINTWICIATS OP COMPSTIVNCY PMtiPROWICTION $PRZNKL R SYSTRMS Phil France 0061-0292-C Level 3 Su - ''% 'nkler Corporation SaileAt"Tr 8 56D0 Date Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV'D 10/11/16 PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty REV LETTER 10/10/16 • Vic V2708 K-5.6 Vic V2740 K-4.9 Vic V2708 K-5.6 PENDENT PENDENT PENDENT 155 155 200 23 260 6 TOTAL THIS SHEET: 289 - Post Indicator Valve - Key Operated Valve - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve N - Check Valve New Underground = 4 - Existin + Under . round w - Alarm Check Valve - Thrust Block - Backflow Preventer -0- - Upright On 1/2" Outlet - o- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -0- - Upright On 1" Stubb-up - - Upright And Pendant On Drop - SldeWall On 112" Outlet - Sidewall On 1" Outlet 1. 2. 3. SureFire Sprinkler Corp. P O Box 719 Ravensdale, WA. 98051 4. LEVEL 2 FLOOR PLAN 5. Job No. 201613 TUKWILA VILLAGE BLDG E pate 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 3 OF 6 CPVC HANGER SUPPORT SPACING TO END LINE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 0-9" 0.6" 1" 1'•-0 0-9" 1 1/4 V-4 1'-0 112 7-0 1'-0 MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE 5'-0 3'-0 1'-6 2'-0 0'-6 0'-6 0'-6 WASHINGTON STATE CSINTWICIATS OP COMPSTIVNCY PMtiPROWICTION $PRZNKL R SYSTRMS Phil France 0061-0292-C Level 3 Su - ''% 'nkler Corporation SaileAt"Tr 8 56D0 Date Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV'D 10/11/16 PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty REV LETTER 10/10/16 • Vic V2708 K-5.6 Vic V2740 K-4.9 Vic V2708 K-5.6 PENDENT PENDENT PENDENT 155 155 200 23 260 6 TOTAL THIS SHEET: 289 - Post Indicator Valve - Key Operated Valve - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve N - Check Valve New Underground = 4 - Existin + Under . round w - Alarm Check Valve - Thrust Block - Backflow Preventer -0- - Upright On 1/2" Outlet - o- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -0- - Upright On 1" Stubb-up - - Upright And Pendant On Drop - SldeWall On 112" Outlet - Sidewall On 1" Outlet 1. 2. 3. SureFire Sprinkler Corp. P O Box 719 Ravensdale, WA. 98051 4. LEVEL 2 FLOOR PLAN 5. Job No. 201613 TUKWILA VILLAGE BLDG E pate 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 3 OF 6 2 BED-D_wd 326 LEVEL 4 EAST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 150 SQ. FT SYSTEM DEMAND © B 0 R 60.6 GPM @ 55.9 PSI 4" WET STANDPIPE WITH 2 1/2" FIRE HOSE VALVE. WET STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 1 BED -C 310 RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE BLAZEMASTER CPVC CONNECTED WITH TFP-500 ONE-STEP CEMENT BLAZEMASTER PIPING CONFORMS TO ASTM 442 AND IS UL LISTED BLAZEMASTER FITTINGS MEET ASTM F438 REQUIREMENTS FOR SCHEDULE 40 DIMENSIONS FROM 3/4" TO 1 1/2" AND ASTM 439 REQUIREMENTS FOR SCHEDULE 80 DIMENSIONS FROM 2" AND LARGER. MAXIMUM SPRINKLER SPACING 150 sq. ft. MAXIMUM 8' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2010 EDITION 2 BED-D_wd 308 1 BED Al 322 2 BED -E1 320 2 BED -E1 wd 318 1 BED -C 314 JANITOR 2 BED -E1 328 LDRY 2 1 BED -C1 307 1 BED - 323 1 BED -A 321 2 BED-E_d_wd 319 BED-E_d 317 ra KM I FA rAVEA WAftra I rArAr 1 BED A� =� 315 204111202•201 2( 1 BED -A 311 1" SUPPLY TO SPRINKLER HEADS WITHIN THE TRASH CHUTE, LEVEL 3 ONLY LEVEL 4 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 150 SQ. FT SYSTEM DEMAND @ B 0 R 60.8 GPM @ 55.4 PSI 1 BED -B 309 — 2 BED -E1 305 BED -E 304 11111111111111nokII,IIuuleIi. 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO 1ST FLOOR. 2" GROOVED BUTTERFLY VALVE W/ TAMPER 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 739 TYPICAL SECTIO NOT TO SCALE 2" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM 2" POTTER RD 13 RESIDENTIAL mV��ti�� RISER, W/ DRAIN, FLOW SWITCH, ,'PERSPIRE RELIEF AND PRESSURE 4" WET STANDPIPE 21/2" FIRE HOSE VALVE. & SECTIONAL FLOOR CONTROLS GAGE ------ 2" GROOVED ELBOW L FLOOR CONTROL DETAIL. STAIR # 1 2 BED -E_ _ 302 E W S Revisions REV'D 10/11/16 PER LEHNER ENGINEERING Symbol REV LETTER 10/10/16 LEVEL 3 & 4 PLAN SCALE: 1/8" =1 "-0 ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 150 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL Sprinkler Information Sprinklers Vic V2708 K-5.6 Vic V2740 K-4.9 Vic V2708 K-5.6 Type PENDENT PENDENT PENDENT Degree 155 155 200 Qty 7 290 7 TOTAL THIS SHEET: 304 Standard Symbols • - Post Indicator Valve ▪ - Key Operated Valve 4 - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve N - Check Valve / New Underground A = 4 - Existing Underground Standard Symbols - Alarm Check Valve 4 - Thrust Block - Backflow Preventer Sprinkler Head Symbols -p- - Upright On 1/2" Outlet _o- - Pendant On 1" Drop Bel. Ceiling - Upright On 3/4" outlet -po - - Upright On 1" Stubb-up -0- - Upright And Pendant On Drop V - SideWall On 1/2" Outlet - Sidewall On 1" Outlet Inspections 1. HANGER DETAILS CPVC HANGER SUPPORT SPACING Hanger No. 19W Offset Pipe Hanger Pk. Weed sn... n0.1• 5'-6 oma PiP.w.w 6'-0 11/4 / / / / i 1 12 / / / / / / / / 2 8'--0 / / / / / / / / / / / / / / / 10'-0 / / / / / / / / / / / / / / Wood I Je4t Bean ce Click CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4" 5'-6 1" 6'-0 11/4 6'-6 1 12 7'-0 2 8'--0 212 9'-0 3 10'-0 MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE LEVEL 4 SOUTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 150 SQ. FT SYSTEM DEMAND © B 0 R 60.5 GPM © 64.1 PSI 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE. SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS 2. 3. 11 5'-0 3'-0 1'-6 2'-0 0'-6 0'-6 0'-6 IPAOIONOTON »TS OBERTMONM OF COOPQTett PIM Dr* OYOTWAS Phil France 0061-02• -C Su 1 �� 'nklerLevel3 ration Corporation 856D0 SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 {rws Daft 1YJ3t19J31/177 4. 5. Job No. 201613 LEVEL 3 & 4 FLOOR PLAN TUKWILA VILLAGE BLDG E Date 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 4 OF 6 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 4"-0 3'-0 1" 5'-0 4'-0 11/4 6'-0 5'-0 112 7'-0 7'-0 MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE LEVEL 4 SOUTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 150 SQ. FT SYSTEM DEMAND © B 0 R 60.5 GPM © 64.1 PSI 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE. SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS 2. 3. 11 5'-0 3'-0 1'-6 2'-0 0'-6 0'-6 0'-6 IPAOIONOTON »TS OBERTMONM OF COOPQTett PIM Dr* OYOTWAS Phil France 0061-02• -C Su 1 �� 'nklerLevel3 ration Corporation 856D0 SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 {rws Daft 1YJ3t19J31/177 4. 5. Job No. 201613 LEVEL 3 & 4 FLOOR PLAN TUKWILA VILLAGE BLDG E Date 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 4 OF 6 CPVC HANGER SUPPORT SPACING TO END LINE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 0-9" 0-6" 1" 1'-0 0-9" 1 1/4 1'-4 1'-0 1 1/2 7-0 1.-0 MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE LEVEL 4 SOUTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 150 SQ. FT SYSTEM DEMAND © B 0 R 60.5 GPM © 64.1 PSI 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE. SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS 2. 3. 11 5'-0 3'-0 1'-6 2'-0 0'-6 0'-6 0'-6 IPAOIONOTON »TS OBERTMONM OF COOPQTett PIM Dr* OYOTWAS Phil France 0061-02• -C Su 1 �� 'nklerLevel3 ration Corporation 856D0 SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 {rws Daft 1YJ3t19J31/177 4. 5. Job No. 201613 LEVEL 3 & 4 FLOOR PLAN TUKWILA VILLAGE BLDG E Date 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 4 OF 6 LEVEL 5 SUNROOM REMOTE AREA. .15/ LARGEST ROOM. MAX HEAD SPACING 124 SQ. FT SYSTEM DEMAND @ B 0 R 116.4 GPM @ 72.1 PSI SUN ROOM PIPING HANGER DETAILS SUN ROOM AREA NOTES SUN ROOM AREA - NFPA 13/ORDINARY GP. 1 WET SYSTEM SPRINKLER SPACING SSP, MAXIMUM 124 SQ. FT . MAXIMUM 7' - 6" OFF ANY WALL.. System to be hydrostatically tested © 200psi for 2 hours - per N.F.P.A. #13. Pipe sizing per: HYDRAULIC CALCULATIONS. Main piping 2" - 4" to be ANSI / ASTM A-795 "EDDY -FLOW" sprinkler piping with grooved couplings & fittings. Branchline piping 1 1/2" & smaller to be ANSI / ASTM A-795 "EDDY -THREAD" sprinkler piping with threaded ends & cast iron fittings. All grooved couplings on low pressure piping to be "Victaulic" #005 Zero -Flex couplings except where required by NFPA #13. " WET STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 4TH & 5TH LEVELS WITHIN STAIR 1, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. EXTEND 2.5: FHV UP TO ROOF AREA, FROM STANDPIPE LOCATED CENTER OF NORTH/SOUTH CORRIDOR. RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE BLAZEMASTER CPVC CONNECTED WITH TFP-500 ONE-STEP CEMENT BLAZEMASTER PIPING CONFORMS TO ASTM 442 AND IS UL LISTED BLAZEMASTER FITTINGS MEET ASTM F438 REQUIREMENTS FOR SCHEDULE 40 DIMENSIONS FROM 3/4" TO 1 1/2" AND ASTM 439 REQUIREMENTS FOR SCHEDULE 80 DIMENSIONS FROM 2" AND LARGER. MAXIMUM SPRINKLER SPACING 150 sq. ft. MAXIMUM 8' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2010 EDITION 4" WET STANDPIPE WITH 2 1/2" FIRE HOSE VALVE. 1 BED -C 510 2 BED -D wd 508 1 BED Al 522 2 BED -E1 520 1 BED Al 516 1 BED -C 514 1 BED -A1 512 1 LDRY 1 JANITOR 2 BED -E1 528 COITIDO LDRY 2 1 BED -C1 507 1 BED - 523 1 BED -A 521 2 BED-E_d_wd 519 2 BED-E_d 517 1 BED -A d 515 1 BED-C_d 513 1 BED -A 511 1 BED -B 509 2 BED -E1 530 1" SUPPLY TO SPRINKLER HEADS WITHIN THE TRASH CHUTE. 2 BED -E1 505 2 BED -E1 532 TYPICAL FLOOR CONSTRUCTION L 3 - 5: 1" GYPCREET. .25" ACOUSTICAL MAT. .75" PLYWOOD SHEATHING. 11 - 7/8" WOOD I - JOIST CONSTRUCTION. 3.5" ACOUSTIC BATT INSULATION. .5" RESILENT CHANNEL. (2) - LAYER, 5/8" TYPE "X" GYPSUM BOARD. AREAABOVE CEILING IS NAS PER NFPA#13 8.15.1.2.6 TYPICAL ROOF CONSTRUCTION: BUILT UP''ROOFING SYSTEM r 15 TAPERED INSULATION RF SN 11 -OO7/8" WOODHEATHII -GJOIST CONSTRUCTION. ACOUSTIC BATT INSULATION, FILL ENTIRE CAVITY. .5" RESILENT CHANNEL. (2) - LAYER, 5/8" TYPE "X" GYPSUM BOARD. AREAABOVE CEILING IS NAS PER NFPA#13 8.15.1.2.7 BED -C3 wd A 2 BED-E_d 531 nnnnnnuunnnnuununnN11 STAIR 1 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO 1ST FLOOR. 2" GROOVED BUTTERFLY VALVE W/ TAMPER 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER N 4" WET STANDPIPE W/2 - 2 1/2" FIRE HOSE VALVES. SECTIONAL FLOOR CONTROLS 2" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM \�� 2" POTTER RD 13 RESIDENTIAL N RISER, W/ DRAIN, FLOW SWITCH, t� .PERSPIRE RELIEF AND PRESSURE GAGE 2" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 1 NOT TO SCALE /C HIGH PARAPET -" Hanger No. 19W Offset Pipe Hanger NI. Wood Saw ao.r _ T '" `[ Offset Pp* 4M,e no - 1.b" S IANUPIPE SUPPY v 350.50 PARAPET HT. / / / / / / / / / ` / / / / 2 8'-0 / / / / / / / / / / / / / / / 3 10'-0 //// ////////// TO FHV ON ROOF. Wm. I .Imt Been a De& - „- ROOF 348.11 - i TOP PLATE OM� 345.53 LEVEL 5 -a 2.S' ISOLATION VALVE �ii�.� - W � ORRIDOR CORRIDOR 1 BE 1 1 BE UTZI FOR FHV ON ROOF. 337.44 LEVEL 4 _: ■ PJ 4" FLEX fl:gt W I RRIDO ` CORRIDOR COUPLINGS.1" 1 BED ®� -0" ABOVE ,AND BELOW II 1111 •I 1 = �1� = _ d LANDING. TYPICALAT ALL LANDINGS. I l III r - - 328.29 LEVEL 3 Ui'� ■t 2.5" FIRE HOSE VALVE. I Ell I I' W l RRIDO' CORRIDOR 1 BE 1 1 BE. LOCATE BETWEEN 36" 111 e �l & 4r3 AFF. 2 BED -E d TYP ALL LANDINGS II I LEVEL 2 1 BED -A 1 RRIDO - EL = 1 CORRIDOR � III 7319.15 p AIR 1 BE ■ = d 1 BE D_-_13_41__ 1 BED -C ur s A I 3 FIRE BARRIER7 1 BED -A d -HR. / 310.00 -li AI TYPICAL FLOOR CONSTRUCTION LEVE 2L 4" STANDPIPE HE Ell MEETING SIM. RM REST�RIVL / MEZZANINE , :BY ISOLATION 'OST TENSION CONCRETE DECK VALVE ACT, OR, GWB CEILINGS 1' - 3" BELOW I MEZZANINE LEVEL 299.50 IAL 1 - ' RETE DECK ISI COMMER• i _ _ = , _ • •M AREAABOVE CEILING IS CONSIDEREDA NON-COMBUSTIBLE VOID NAS PER NFPA #13 PARKING GARAGE OFFICE 'l - -_ 1 -111=1 III=III- = = LEVEL 1 11 I-1 I I- 8 IM 8.15.1.2.2 - 11 �� ...�,.......�...�..� - _ _ _ _ _ _ _ - - -I I I -III -III -I I -I I I_I I I_I I I_I I I ---.--...�.■■Ant�uClll- _=111=111=111=111=111=111=1 1=111=111=111=111=i _ _ _ _ _ _ _ _ _ _ II-III-III-III-III-III-III-III-III-III_III-III-III-III-III_III_III-III-III- = _ _ _ _ _ _ _ _ _ _ 1=11011IC�11{�IICII _ I HI 11=11 I=1 11=1 11=1 11=1 _ _ _ _ _ _ _ _ _ _ _ _ _ = I I=1 _ _ I I I- 11=1 1K111=111=111=1 1 _ _ _ - - - - - _ - III III III III III -I 1-I ;11E-illEill _ - _ - _ _ I I III III I I III - - - I_I I I_I - I I_I __ - - - I I_I I -I IlIIllllllillllIlllllI - I_I I ffin - - -I I I_I I I -II -I IllllllllillllliilllllII I "-ithimmEINEMEMMEL - - - - - - _III -III -I III IlIII - - - - 287.00 - _ I I I I illlliillllii II II i III I IlllllIillli�IlllI IlllIIlllllII III IIIIIIII IllllIII IIIlllIIIlllIII IIIlllI�I IIIlllIIIlllIII III IIIIIIIII IIIlllIII III III III III III III III IIlllllIlllliIlllllIlllliII IIlllllII III= TYPICAL FLOOR CONSTRUCTION MEZZ LEVEL 12 POST TENSION CONCRETE DECK ACT, OR, GWB CEILINGS 1' - 0" BELOW CONCRETE DECK AREAABOVE CEILING IS CONSIDERED A NON-COMBUSTIBLE VOID NAS PER NFPA #13 8.15.1.2.2 NORTH SI BUILDING SECTION SCALE: NONE Revisions Sprinkler Information Standard Symbols 2 BED-E_d 504 2 BED -E1 503 2 BED-E_d_wd 502 1 BED-C1_wd 501 Mr :SWAM EU 12111 ran ¶Q �Q gi' 201 I 202 203' /. LEVEL 5 SOUTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 150 SQ. FT SYSTEM DEMAND @ B 0 R 64.9 GPM @ 70.5 PSI LEVEL 5 PLAN SCALE: 1/8" = 1"-0 ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 150 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL Standard Symbols Sprinkler Head Symbols Inspections 5 HANGER DETAILS 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE. REV'D 10/11/16 PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty REV LETTER 10/10/16 OO Vic V2708 K-5.6 PENDENT 155 7 0 Vic V2740 K-4.9 Vic V2708 K-5.6 PENDENT PENDENT 155 292 200 9 Vic V2744 K-5.6 SIDEWALL 155 2 TOTAL THIS SHEET: 310 plo - Post Indicator Valve - Key Operated Valve -F - Public Hydrant 0,0 - Fire Dept. Connection - O.S.&Y. Gate Valve N - Check Valve New Underground = 4 - Existing Underground .4 - Alarm Check Valve - Thrust Block - Backflow Preventer -p- - Upright On 1/2" Outlet - Pendant On 1" Drop Bel. Ceiling _0-- Upright On 3/4" outlet -p- - Upright On 1" Stubb-up - Upright And Pendant On Drop 0 - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. 3. 4. 5. SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS CPVC HANGER SUPPORT SPACING Hanger No. 19W Offset Pipe Hanger NI. Wood Saw ao.r 5'-6 1" Offset Pp* 4M,e no 11/4 6'-6 / / / / / / / / / ` / / / / 2 8'-0 / / / / / / / / / / / / / / / 3 10'-0 //// ////////// Wm. I .Imt Been a De& 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE. REV'D 10/11/16 PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty REV LETTER 10/10/16 OO Vic V2708 K-5.6 PENDENT 155 7 0 Vic V2740 K-4.9 Vic V2708 K-5.6 PENDENT PENDENT 155 292 200 9 Vic V2744 K-5.6 SIDEWALL 155 2 TOTAL THIS SHEET: 310 plo - Post Indicator Valve - Key Operated Valve -F - Public Hydrant 0,0 - Fire Dept. Connection - O.S.&Y. Gate Valve N - Check Valve New Underground = 4 - Existing Underground .4 - Alarm Check Valve - Thrust Block - Backflow Preventer -p- - Upright On 1/2" Outlet - Pendant On 1" Drop Bel. Ceiling _0-- Upright On 3/4" outlet -p- - Upright On 1" Stubb-up - Upright And Pendant On Drop 0 - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. 3. 4. 5. SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4' 5'-6 1" 6'-0 11/4 6'-6 1 12 T-0 2 8'-0 2 12 9'-0 3 10'-0 MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE 5'-0 3'-0 1'-6 2'-0 0'-6 0'-6 0'-6 WASHINGTON STATE CERTWPlCATR OP COMPETENCY PIM PROTECTION SPRINICLER PhD France 0061-0292-C Level 3 Surefi - S,,•.yf kier Corporation SU '%'• • DD SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 LEVEL 5 FLOOR PLAN Job No. 201613 TUKWILA VILLAGE BLDG E pate 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 5 OF 6 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 4'-0 3'-0 1" 5'-0 4'-0 1114 6'-0 5-0 1 12 T-0 T-0 MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE 5'-0 3'-0 1'-6 2'-0 0'-6 0'-6 0'-6 WASHINGTON STATE CERTWPlCATR OP COMPETENCY PIM PROTECTION SPRINICLER PhD France 0061-0292-C Level 3 Surefi - S,,•.yf kier Corporation SU '%'• • DD SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 LEVEL 5 FLOOR PLAN Job No. 201613 TUKWILA VILLAGE BLDG E pate 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 5 OF 6 CPVC HANGER SUPPORT SPACING TO END LINE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 0-9" 0.6" 1' 1'-0 0.9" 1 1/4 1'4 1'-0 1 12 7-0 1.-0 MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE 5'-0 3'-0 1'-6 2'-0 0'-6 0'-6 0'-6 WASHINGTON STATE CERTWPlCATR OP COMPETENCY PIM PROTECTION SPRINICLER PhD France 0061-0292-C Level 3 Surefi - S,,•.yf kier Corporation SU '%'• • DD SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 LEVEL 5 FLOOR PLAN Job No. 201613 TUKWILA VILLAGE BLDG E pate 10/23/17 Engr. P France Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 5 OF 6 ROOF DRAIN AND OVERFLOW. RUN ROOF DRAIN DOWN DEMISING WALL BELOW, AND TIE INTO INTERNAL BLDG. DRAIN PIPE SYSTEM. CERTAINTEED SBS MODIFIED BITUMEN ROOFING 12" PARAPET (TYP.) 24" PARA' T (TYP.) SLOPE ROOF 1 /2"/12" (TYP.) CRICKET (TYP.) TRASH CHUTE EXHAUST FAN c T c c cr c c cr L 0 RIDGE 41., STANDING SEAM ROOF AT UNIT BUMP OUTS; SLOPE 3"112" (TYP.) CERTAINTEED SBS MODIFIED BITUMEN ROOFING i 24" PARAPET (TYP.) 0 O 24" PARAPET (TYP.) CRICKET (TYP.) 00 0 00 RIDGE 1 00 iy RIDGE i 0 0 * PARAPET DIMENSIONS MEASURED FROM TOP OF ROOF ELEVATION UNOCCUPIED ROOF UNVENTILATED ti RIDGE 0 LL 0a w .4 r N e 00 36" PARAPET (TYP.) RIDGE 0 ao C. 00 ELEVATOR PRESSURIZATION EQUIPMENT SMOKE EVAC. EQUIPMENT 36" PARAPET (TYP.) 24" PARAPET / (TYP.) 12" PARAPET (TYP.) SLOPE ROOF 1 /2"/12" (TYP.) 24" PARAPET (TYP.) CRICKET (TYP.) r 5' r .5 DRY STANDPIPE WITH FIRE HOSE VALVE. 11 A 12" PARAPET (TYP.) ROOF HATCH ACCESS W/ALTERNATING TREAD DEVICE 0 42" MIN. HT. PARAPET AROUND ROOF HATCH FOR FALL PROTECTION; MEASURED FROM THE TALLEST POINT OF ROOF 12" PARAPET (TYP.) 24" PARAPET (TYP.) SLOPE ROOF 1/2112" (TYP.) Zi c 1- m 1/2112" 24"�PARAPET (TYP.) " i.) c c c SLOPE ROOF 112"/12" (TYP.) L «22 w (r Qy c cr 24" PARAPET (TYP.) 12" PARAPET (TYP.) CRICKET (TYP.) PARAPET HEIGHT TO MATCH NORTH WING STAIR 1 LEVEL ROOF PLAN SCALE: 1/81' =1"-0 C WASSINGTON STATS CAPITIMATOIOPCONIPUTIRMY RIM PPAYTUCTION OP UNC LI Phil France 0061-0292- Level3 Surefire kler Corporation SU ;3➢ti" %•DD o Daft Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV'D 10/11/16 PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty REV LETTER 10/10/16 REV'D 9/13/17 PER SMOKE CONTROL CHANGES TOTAL THIS SHEET: ply - Post Indicator Valve - Key Operated Valve —4 - Public Hydrant 0,0 - Fire Dept. Connection >ta - O.S.8,Y. Gate Valve - Check Valve / New Underground A = 4 - Existing Underground - Alarm Check Valve 4 - Thrust Block - Backflow Preventer -0- - Upright On 1/2" Outlet -0- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -0- - Upright On 1" Stubb-up --0--- - Upright And Pendant On Drop - SideWall On 1/2" Outlet 8 - Sidewall On 1" Outlet 1 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 4. LEVEL ROOF PLAN 5. Job No. Date Engr. 201613 10/23/17 P France TUKWILA VILLAGE BLDG E Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 6 OF 6 BUTTERFLY SLOPE ROOF o ERI -LY SLOPE ROOF 1 1/2112" (TYP.) 1/4"/12" CRICKET AT BUTTERFLY 1 1/2112" (TYP.) o GUTTER TO D.S. TO ROOF BELOW 12" PARAPET (TYP.) 24" PARA' T (TYP.) SLOPE ROOF 1 /2"/12" (TYP.) CRICKET (TYP.) TRASH CHUTE EXHAUST FAN c T c c cr c c cr L 0 RIDGE 41., STANDING SEAM ROOF AT UNIT BUMP OUTS; SLOPE 3"112" (TYP.) CERTAINTEED SBS MODIFIED BITUMEN ROOFING i 24" PARAPET (TYP.) 0 O 24" PARAPET (TYP.) CRICKET (TYP.) 00 0 00 RIDGE 1 00 iy RIDGE i 0 0 * PARAPET DIMENSIONS MEASURED FROM TOP OF ROOF ELEVATION UNOCCUPIED ROOF UNVENTILATED ti RIDGE 0 LL 0a w .4 r N e 00 36" PARAPET (TYP.) RIDGE 0 ao C. 00 ELEVATOR PRESSURIZATION EQUIPMENT SMOKE EVAC. EQUIPMENT 36" PARAPET (TYP.) 24" PARAPET / (TYP.) 12" PARAPET (TYP.) SLOPE ROOF 1 /2"/12" (TYP.) 24" PARAPET (TYP.) CRICKET (TYP.) r 5' r .5 DRY STANDPIPE WITH FIRE HOSE VALVE. 11 A 12" PARAPET (TYP.) ROOF HATCH ACCESS W/ALTERNATING TREAD DEVICE 0 42" MIN. HT. PARAPET AROUND ROOF HATCH FOR FALL PROTECTION; MEASURED FROM THE TALLEST POINT OF ROOF 12" PARAPET (TYP.) 24" PARAPET (TYP.) SLOPE ROOF 1/2112" (TYP.) Zi c 1- m 1/2112" 24"�PARAPET (TYP.) " i.) c c c SLOPE ROOF 112"/12" (TYP.) L «22 w (r Qy c cr 24" PARAPET (TYP.) 12" PARAPET (TYP.) CRICKET (TYP.) PARAPET HEIGHT TO MATCH NORTH WING STAIR 1 LEVEL ROOF PLAN SCALE: 1/81' =1"-0 C WASSINGTON STATS CAPITIMATOIOPCONIPUTIRMY RIM PPAYTUCTION OP UNC LI Phil France 0061-0292- Level3 Surefire kler Corporation SU ;3➢ti" %•DD o Daft Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV'D 10/11/16 PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty REV LETTER 10/10/16 REV'D 9/13/17 PER SMOKE CONTROL CHANGES TOTAL THIS SHEET: ply - Post Indicator Valve - Key Operated Valve —4 - Public Hydrant 0,0 - Fire Dept. Connection >ta - O.S.8,Y. Gate Valve - Check Valve / New Underground A = 4 - Existing Underground - Alarm Check Valve 4 - Thrust Block - Backflow Preventer -0- - Upright On 1/2" Outlet -0- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -0- - Upright On 1" Stubb-up --0--- - Upright And Pendant On Drop - SideWall On 1/2" Outlet 8 - Sidewall On 1" Outlet 1 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 4. LEVEL ROOF PLAN 5. Job No. Date Engr. 201613 10/23/17 P France TUKWILA VILLAGE BLDG E Scale 1/8" = 1-0 4450 SOUTH 144 TH STREET TUKWILA, WA. 98188 6 OF 6