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HomeMy WebLinkAboutPP - 17420 SOUTHCENTER PKWY - PACIFIC DENTAL SERVICES - PERMITS AND PLANS17420 SOUTHCENTER PKWY ASSOCIATED PERMITS 14-F-134 14-S-108 99-5-071 99-F-120 OS -S-185 98-5-183 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 7 42-c Sa-10• cen+r Povt Tenant Name: 4C(C i L e'40.1 v "C New Tenant?.- Yes ❑ - No Property Owner's Name: Mailing Address: PAID SUN 2 2014 TUKW LAFIRE Suite Number: Floor: City CONTACT PERSON -if therearequestions about the submittal. Name: ?& ` b S 1^ t `• S Company Name: f E I IGk..V d c._ l J1c_ Mailing Address: ta Q s i A/tA.2 10 1 AU bo ! f• City E-mail Address: Pam ‘k. 1 Lco ✓ -' Total number of new/relocated devices or sprinkler heads: 3 0 State Zip Day Telephone: 6.s..31- 815-4 — z coo Q L,t)A, CKool State Zip Fax Number: �S31- SQ— Z3 63 Valuation of Project (contractor's bid price): $ 1Z-6 9.. OD Scope of Work (please provide detailed information): ed 'Cy Wiz. ft__ Actev•I An PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 I ER : TAUT .4400 A• Signature: D AGENT: Print Name: Leo Nat oei Plan Permit App.doc 1/2/13 Date: 6I Z l i Day Telephone% 31 55 -sq - Z o O TFD FP Form 8 W SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 2 o2 3 4 t 0 rr n ICing Co. Assessor's Tax No.: Site Address: 1 q 4Z -O �0v I -i T - PAIL -le -S' e Number: Floor: en ✓ttel PsgtCcs Tv K-v'4t-4 05 o frac Tenant Name: New Tenant? Yes ❑ - No Property Owner's Name: . Go V -i �� 1 4 -l. --r- q c 0.4_47 Mailing Address: 3 33 N Co' if c/ D P,i Ls- aO 40 i O O Po 6o)' 50E0 New 4t 6tr p AIL b(M' , rl 042._State Zip CONTACT PERSON if there are questions about the submittal. / Name: E b CCN Company Name: /-12--ct4 Co i �T c 4ciTti o� Day Telephone: Z 06 Z q O Mailing Address: Z S 5 S `44- 5 a- / V 'J i t"4 " 13 0 3 2— L City State Zip E-mail Address: �i 1 t/ des 0,e -e- et' CO S r.,r✓41 ail Fax Number: 2-53 -z-- "7Z ��- taM Total number of new/relocated devices or sprinkler heads: 4 ci Valuation of Project (contractor's bid price): $ 10 (0 }0 _ ZO Scope of Work (please provide detailed information): / 4 %, 14Ey r S fl eJ4 0'JL}t 524.2 S ? lc- Lot- e K S re) -n T6 A-cvo _ _ v 0�� J" .ti ,f e✓t' PERMIT APPLICATION NOTES S c E2 AV Gj Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: J CDA_ Print Name: MD Q Date: 5 Day Telephone: Za & Z9 'S - Z! 43 4 Plan Permit App.doc 1/2/13 TFD FP Form 8 FIRE A CTIO SYSTEM FIRE &SECURITY WWW. kir yelectric.co m ACCEPTED o Without Comments As poted in Red p per The Attached Letter :cse plans have been reviewed by The Tukwila Fire :rention Bureau for conformance with current City f dards. Acceptance is subject to errors and ;dons which do not authorize violations of adopted ,dards and ordinances. The responsibility for the iequacy of design rests totally with the designer. «dditions, deletions or revisions to these drawings after this date will void this. acceptance and will require a resubmittal of r vised drawings for subsequent approval. Final acceptance is subt to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: i, - )-3 - By: 11 JOB CONTACTS KIRBY ELECTRIC, INC. GENERAL PROJECT INFORMATION PAUL HOSKINS PAULH©KIRBYELECTRIC.COM DRAWING/DESIGN INFORMATION LEO KOT LEO©KIRBYELECTRIC.COM TECHNICIAN SCHEDULING PAUL HOSKINS PAULH©KIRBYELECTRIC.COM ACCEPTED o Without Comments As poted in Red p per The Attached Letter :cse plans have been reviewed by The Tukwila Fire :rention Bureau for conformance with current City f dards. Acceptance is subject to errors and ;dons which do not authorize violations of adopted ,dards and ordinances. The responsibility for the iequacy of design rests totally with the designer. «dditions, deletions or revisions to these drawings after this date will void this. acceptance and will require a resubmittal of r vised drawings for subsequent approval. Final acceptance is subt to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: i, - )-3 - By: 11 NOTICE completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and rmination of the te5;ti',c TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or men approval. DESIGNER OF RECORD SHEET INDEX KIRBY ELECTRIC, INC. PAGE: DESCRIPTION PHONE: 253-859-2000 FA COVER SHEET FA1 FIRE ALARM DETAIL FA2 FIRE ALARM PLAN NOTICE completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and rmination of the te5;ti',c TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or men approval. DESIGNER OF RECORD SHAWN LEHMAN KIRBY ELECTRIC, INC. 4826 B ST. NW SUITE 101 AUBURN, WA 98001 PHONE: 253-859-2000 FAX: 253-859-2363 NICET Fire Alarm Level III # 124064 FOR FIRE DEPARTMENT USE ONLY ELECTRICInc. COMMERCIAL INDUSTRIAL www.kirbyelectric.com 4826 "B" St. NW Suite 102 Auburn. Washington 98001 (253) 859-2000 (FAX) 859-2363 PACIFIC DENTAL SERVICES DENTAL OFFICE TENANT IMPROVEMENT 17420 SOUTHCENTER PARKWAY NKWIIA, WA 98188 REVISIONS: SCALE: N.T.S. DATE06—O9-14 DRAWN BY: L.K. CHECKED BY: S.L. SHEET FA JOB NO.: OF GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN, WA EQUIP_ FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA Qty, Device Current Draw Each Current Draw Totat Standby Alarm Standby ;' Alarm FIRE ALARM LEGEND SYMBOL DESCRIPTION ProjectID:I I Alarm'Mins:1 5 FIRE ALARM CONTROL PANEL FACP fi 8. 5495 Power Expander Calculations � `�' DEVICE FIRE ALARM ANNUNCIATOR FAA A 14 GAUGE 2 CONDUCTOR POWER SUPPLY P.S. 96" SI WALL MNT. FIRE ALARM CHIME/STROBE # INDICATES CANDELA RATING CO's )1 CEILING MNT. FIRE ALARM CHIME/STROBE # INDICATES CANDELA RATING sp WALL MNT. FIRE ALARM STROBE ONLY # INDICATES CANDELA RATING �G� 0 CEILING MNT. FIRE ALARM STROBE ONLY # INDICATES CANDELA RATING E MINI -HORN F FIRE ALARM MANUAL PULL STATION OSMOKE DETECTOR OHEAT DETECTOR (H1 HEAT DETECTOR MOUNTED ABOVE CEILING 5495 Circuit 2 DUCT SMOKE DETECTOR \( i ANNUNCIATOR BEAM SMOKE DETECTOR BS 0.76 19.98 BEAM REFLECTOR BR 5495 Circuit 3 DF INPUT MODULE FOR DRY FLOW SWITCH M INPUT MODULE FOR WATER FLOW SWITCH HL INPUT MODULE FOR HIGH/LOW AIR T INPUT MODULE FOR TAMPER SWITCH NAC #4 POST INDICATOR VALVE PIV 0.528 A INPUT MODULE FOR ANSUL (BY OTHERS) 3 INPUT MODULE FOR DUCT DETECTOR IM INPUT MODULE Aux DUAL INPUT MODULE IM2 0.000 #14 Solid 10 INPUT MONITOR MODULE TIE 0.00 R RELAY 4-v END OF LINE RESISTOR (E) EXISTING (R) RELOCATE In Hours NOTE: NOT ALL SYMBOLS ARE USED IN THESE DRAWINGS 0.083 GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN, WA EQUIP_ FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA Qty, Device Current Draw Each Current Draw Totat Standby Alarm Standby ;' Alarm WIRING LEGEND DEVICE HEIGHT SCHEDULE ProjectID:I I Alarm'Mins:1 5 SYMBOL DESCRIPTION fi 8. 5495 Power Expander Calculations � `�' DEVICE �titt��lfSart021$,09i `.} �Yf HEIGHT A 14 GAUGE 2 CONDUCTOR (NAC) OUTDOOR HORN/STROBE 96" (ZONE) HORN/STROBE 16 GAUGE 4 CONDUCTOR 80" D PULL STATION (NAC) 48" FIRE ALARM CONTROL PANEL 60" 2.52 POWER SUPPLY 0.71 60" 2.32% BELL 5495 Circuit 2 96" 0.562 ANNUNCIATOR 2.52 60" 0.76 19.98 2.08% GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN, WA EQUIP_ FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA Qty, Device Current Draw Each Current Draw Totat Standby Alarm Standby ;' Alarm WIRING LEGEND PrajeotName:IPacific Dental ( Standby Hours:l 24 rI ICfTI i ProjectID:I I Alarm'Mins:1 5 SYMBOL DESCRIPTION fi 8. 5495 Power Expander Calculations � `�' Date:16/12/2014 I Voltage Drop Warning �titt��lfSart021$,09i `.} �Yf Threshold %.) 10 1 A 14 GAUGE 2 CONDUCTOR (NAC) B 16 GAUGE 2 CONDUCTOR (ZONE) C 16 GAUGE 4 CONDUCTOR (S -BUS) D 12 GAUGE 2 CONDUCTOR (NAC) # CIRCUIT NUMBER 0.000 0.672 #14 Solid GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN, WA EQUIP_ FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA Configure Circuits Print Page [Project Name: Pacific Dental Prepared By: SAL Project ID: 0 Date: 6/12/2014 Ckt. Number: NAC #1 Panel ID: PS2 Ckt. Name: 5495 Circuit 1 Max Circuit Current: 3 Amps Qty, Device Current Draw Each Current Draw Totat Standby Alarm Standby ;' Alarm 11 1 NI s€ � yx PrajeotName:IPacific Dental ( Standby Hours:l 24 rI ICfTI i ProjectID:I I Alarm'Mins:1 5 0.000 Prepared By: SAL Derating Factor: 1.2 fi 8. 5495 Power Expander Calculations � `�' Date:16/12/2014 I Voltage Drop Warning �titt��lfSart021$,09i `.} �Yf Threshold %.) 10 1 0.000 0.232 Panel ID: I PS2 1 Model: 5495 Power Expander Max NAC Current: 3.0 Amps Location: 1 FACP 1 Volts: 24 VDC Max Panel Current: 6.0 Amps Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5495 5495 Pwr Module I i1 0.075 0.205 0.000 NAC #1 5495 Circuit 1 0.000 0.672 #14 Solid 2.52 140 0.71 19.93 2.32% NAC #2 5495 Circuit 2 0.000 0.562 #14 Solid 2.52 150 0.76 19.98 2.08% NAC #3 5495 Circuit 3 0.000 0.678 #14 Solid 2.52 135 0.68 19.94 2.26% NAC #4 5495 Circuit 4 0.000 0.528 #14 Solid 2.52 120 0:60 20.08 1.57% Aux 5495 Aux Power Out 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 2.645 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standbv AH Repaired 1,800 0.220 Total Alarm AH Required Total Combined AH Required 2•02 Wire resistances are based upon an ambient tempera ure of 72 degrees F. Because of the minimal difference between solid and stranded wi e no differential was made. Multiply By The Derafng Factor 1.20 Minimum BatteryAmpHours Required 2.42 Configure Circuits Print Page [Project Name: Pacific Dental Prepared By: SAL Project ID: 0 Date: 6/12/2014 Ckt. Number: NAC #1 Panel ID: PS2 Ckt. Name: 5495 Circuit 1 Max Circuit Current: 3 Amps Qty, Device Current Draw Each Current Draw Totat Standby Alarm Standby ;' Alarm 1 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.176 2 System Sensor P2/PC2 Horn/Strobe (30cd) 0.000 0.116 0.000 0.232 4 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.264 0.232 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000' Totals 0.000 0.672 Ckt. Number: NAC #2 Panel ID: PS2 Ckt. Name: 5495 Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Dray Total Standby Alarm Standby Alarm 2 System Sensor P2/PC2 Horn/Strobe (30cd) 0.000 0.116 0.000 0.232 5 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.330 0,182 Unused 0.000 0.000 0.000 0.000 0.232 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.562 Ckt. Number: NAC #3 Panel ID: PS2 Ckt. Name: 5495 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Standby Alarm Standby ', Total Alarm 4 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.264 2 System Sensor P2/PC2 Horn/Strobe (15cd) 0.000 0.091 0.000 ! 0,182 2 System Sensor P2/PC2 Horn/Strobe (30cd) 0.000 0.116 0.000 0.232 Unused Unused 0.000 0.000 0.000 0.000 0.000 0.000 ` 0.000 Totals 0.000 0.678 Ckt. Number: NAC #4 Panel ID: PS2 Ckt. Name: 5495 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Drav Total Standby Alarm Standby Alarm 8 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.528 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0,000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.528 -O P1 C/) P1 RJ31 X TELCO 120VAC 30 15 4.7k0 15 15 15 15 15 15 15 15 4.7k0 4.7kQ FIRE ALARM RISER SCALE N.T.S. A B C D E NOTES: 1 SMOKE DETECTOR • • 2 PULL STATION • 3 WATER FLOW • • 4 TAMPERS • 5 PIV • 6 DUCT DETECTOR • A B C D E FIRE ALARM SYSTEM MATRIX SCALE N.T.S. MB, ELECTRICInc. COMMERCIAL• INDUSTRIAL www.kirbyelectric.com 4826 "B" St. NW Suite 102 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 PACIFIC DENTAL SERVICES DENTAL OFFICE TENANT IMPROVEMENT 17420 SOUTHCENTER PARKWAY TUKWILA, WA 98188 REVISIONS: SCALE: N.T.S. DATE() 6-09-14 DRAWN BY: L.K. CHECKED BY: SHEET SL FA1 JOB NO.: OF FORM A 1 175 1 TO P S2/1 RAG 00 r 102 A 30 103 15 123 15 CLOSET FIRE ALARM PLAN TO PS2/2--C A 15 I15 101 I o;► d TO PS2/3 (E)O FIRE RISER NIC (0 0 111 (E) L 105 15 15 A --------- 30 1 W/D'' LOCKERS 125 12 a 630 A 15 30 1 A 122 11 [ 120 15 4.7kfl I —N v 118 ES _ DESK 116 15 DE SK DESK A-4 4.1M 15 4.7k0 —�M A —1 I 15 } PS2/4 FZIVI 103 I SCALE 1/4"=1'-0» SCALE 15 mar ELECTRICInc. COMMERCIAL. INDUSTRIAL www.kirbyelectric.com 4826 "B" St. NW Suite 102 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 PACIFIC DENTAL SERVICES DENTAL OFFICE TENANT IMPROVEMENT 17420 SOUTHCENIER PARKWAY TUKWILA, WA 98188 REVISIONS: SCALE: 1 `4"=1'-O" DATE06—O9-14 DRAWN BY: L.K. CHECKED BY: S.L. SHEET FA2 JOB NO.: OF -TOP BEAM CLAMP W/ RETAINER STRAP FASTENED W/ (2) NUTS & WASHER. STEEL- BAR JOIST Witi\outCornments [] As Noted In Red [] Per The Attached Letter These plans hav, !,N1 l evIL . /e d by The Tukwila Fire Prevention t � s <:� ,.. :;; ci�rf er,t city standards. 10 c rl urs omissions whioi do not i r. viu aticris of adopted .ltariciards and c. n,, +r:c:'. . responsibility for the : dr que<.<y 3f t i !<iiiy tAit,th the elesigner: Additions, O;;.:1::'. ; + r r+ h, .Urese drawings after his date Uv• wHrequire a. resubmittal Of 10! subsequent opproval. F'irfal acceptarri ;, t. tc Ici tostai(d inspeotforrby. TIiTtawita^ `ii Date; a/ tUKWILA FIRE DEPARTIALNi8 Please call: 575.4407 and give this job and exact address for shut= down or restoration apurov8k 4 L 5 L 6 l ALL THREAD ROD HANGER RING HANGER A u- AM CLAMP 9 10 SAMMY SUPERSCREW iS.QP.E:.:OF.VVQRK:. 1: ADD & RELOCATE REQUIRED SPRINKLERS FOR NEW CEILING AND WALL LOCATIONS. 2. WET SYSTEM WAS DESIGNED PER NFPA #13 ORDINARY HAZARD GROUP 2. 3. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUINVILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION. 5. TESTING PER NFPA #13 (1999) AND CITY OF TUKWILA. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 4. STRUCTURAL VERIFICATION AND ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. SPRINKLERS IN CENTER OF CEILING TILES. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 (1999 EDITION) & CITY OF TUKWILA CODES. FITTER NOTES: 1: HANGERS * ALL PIPE HANGERS. TO BE SAMMY SUPERSCREW (WOOD). SEE HANGER DETAIL 'H' ON SHEET FP1. 2. MAXIMUM HEAD SPACING TO BE 130 SQ. FT. 3. ALL THREADED PIPING TO BE ALLIED XL JOINED W/ THREADED FITTINGS AND COUPLINGS. SPRINKLER HEADS = EXISTING SEMI RECESSED PENDENT Re = RELOCATE EXISTING SEMI RECESSED PENDENT An = ADDED SEMI RECESSED PENDENT EXISTING Ton FT I),ii(E 11. i. ;. c . VICINITY MAP FP1 SCALE: NTS SPRINKLER PLAN DATE REVISIONS DESCRIPTION BY HANGERS A BEAM CLAMP W/ RETAINING STRAP H SAMMY SUPERSCREW ABBREVIATIONS • WATERFLOW INFORMATION AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINIS ED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC RESIDUAL GPM FLOWING. SYM MAKE MODEL RELIABLE F1 TYPE SEMI RECESSED FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY CHROME K=5.6 155° CHROME 23 DATE & TIME PER: CITY OF LOCATION: CONSTRUCTION, INC SPRNNTTll 17420 SOUTHCENTER PKWY TUKWILA, WA 98188 TI SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S05-82 NOTES: TOTAL PROJECT SPRINKLERS = 23. TOTAL SPRINKLERS THIS SHEET 23 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: J.R. ABBOTT CONSTRUCTION PHONE: 206-467-8500 PAID FAX: 206-447-1885 SEP 1 5 9005 Tukwila Fire AUTHORITY: CITY OF TUKWILA DESIGNER: C. GALLANT SCALE: AS NOTED DATE: SEPTEMBER 12, 2005 REVISED / / PLOTTED / / FP 1 OF 1 L; Ijl 9';10" A C T......_•................ Ili � TYP. U.N 0. '4' 13=111 112.111 61921 OM= 111=S VS= m..... :r rrrr: _ rrl ...... .......... rmart:14minrrlrr.rrrrrrrrrrrrrrrrrr,rrr::r,r:ritmurr:r::,r:mrrr It '101 E rrrr:r:r r:r:rrrrrrrrrrr�:::r,::r,�: rrr:��rrrrrrrrrrrrr:r::r:rr:,:, 106 ............ . 107 �.I 11 117111111111111111i11 9'-10' ACT TYP. U.N.O. Int i,/n.r r•r.rrr. 9'10" ACT TYP. U.N.O. 111 tr T.I. FIRE SPRINKLER PLAN SCALE: 1/4" =1-0" LISTER / FITTER NOTES: lann,1111:111•111:1t111:1•41:11,1t1•11111111.1..11112.. t11:111:11:1:1111.11.111: -5 0 11 10 20 1) NEW PIPE TO BE SCH. 40 AND JOINED WITH DUCTILE IRON FITTINGS AND COUPLINGS. 2) NEW HANGERS TO BE TYPE 'H' (U.N.O.) NEW HANGERS TO BE PER DETAILS ON THIS SHEET. 3) DROPS TO NEW HEADS IN CEILINGS TO BE PER DROP DETAILS ON THIS SHEET (U.N.O.) 4) EXISTING UPRIGHT SPRINKLERS ABOVE CEILING TO REMAIN. REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION SCALE: 1/4" = 1'-O" GLU-LAM OR BEAM MAX. 4" PIPE 1'/z" MIN. z N MODEL #GST 30 ALL THREAD ROD HANGER RING HANGER H SAMMY SUPERSCREW 0 B.O.D. = 17'-0"± BAR JOIST W/ WOOD TOP & BOTTOM CHORD I STEEL I -BEAM (B.O.B. VARIES) — CLNG (9'-10") R CONC. DK (0'-0") BUILDING SECTION SCALE: N.T.S. SCOPE OF WORK: ARCHER CONSTRUCTION WILL MODIFY THE EXISTING OVERHEAD SPRINKLER SYSTEM TO ACCOMODATE THE NEW TI WALLS AND CEILINGS. EXISTING UPRIGHT SPRINKLER PROTECTION ABOVE THE CEILINGS IS UNEFFECTED BY NEW TI WALLS AND IS TO BE LEFT AS IS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BYA WET SYSTEM MUST BE MAINTAINED ATA MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. 7. NO MODIFICATIONS OR ALTERATION TO THE EXISTING FIRE SPRINKLER SYSTEM PIPING, HANGERS/SUPPORTS AND EARTH QUAKE BRACING (EXCEPTAS SHOWN). DESIGN CRITERIA: PER NFPA 13 (2010) & THE CITY OF TUKWILA EXISTING: RETAIL - ORDINARY HAZARD GROUP 2 (.2/1500 SQ. FT.) NEW: DENTAL OFFICE - ORDINARY HAZARD GROUP 1 (.15/1500 SQ. FT.) PER TUKWILA STANDARDS THE DESIGN CRITERIA IS LESS THAN OR EQUAL TO THE PREVIOUS OCCUPANT THUS NEW HYDRAULIC CALCULATIONS ARE NOT NECESSARY. PARKING LOT —....EXISTING TO REMAIN_..,.... EXISTING H/C STALL AND RAMP TO REMAIN w► PUBLIC PATH OF TRAVE 1 1 I1 PROM awl Okla AREA OF WORK TENANT IMPROVEMENT PROJECT SITE 5QU1kk C ?‘&11'i SITE / KEY PLAN SCALE: NO SCALE PIPING LEGEND: 8.6 1 s = NEW PIPING = EXISTING PIPING = RELOCATED PIPING = SNAP (U -BOLT) MECHANICAL TEE ACCEPTED o Without Comments Q As Noted in Red 1r Per The Attached Letter These plans have been reviewed by ThP Tukwila Fire Prevention Bureau for conformance wttn current City standards. Acceptance Is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S-1 3-11 y By: J 1 VICINITY MAP SCALE: NO SCALE TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. /0 and exact address for shut- down or restoration approval.. �N_i'�i"�'�Oilrwwi'� tier na, ►RTliit'ION iP1tlNIlLER it .. 7. Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. 1'.' ARCHEI*219DR L.(1 .sV ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS 'DATE—DESCRIPTION—BY-"A BEAM CLAMP W/ RETAINING STRAP –B—SIDE BEAM BRACKET -C—EYE SOCKET -D—NUT & PLATE WASHER -E—KW I K -BOLT F HDI -P -B—SAMMY SIDEWINDER "H—SAMMY SUPERSCREW -J—COACH SCREW ROD -1C—CEILING FLANGE AREA NumeER REMOTE nit�n SQ. FT. TOTAL SYSTEM RCWUIRtMtN IS: CODE HAZARD A PIJCITv OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE SYSTEM TTPE IAREA PER SPRINKLER HYDRAULIC DESIGN INFORMATION L`U-HOOK -M—SHORT STRAP -N—WALL BRACKET -P—TRAPEZE a R AREA NumeER REMOTE AREA Sq. r T. TOTAL SYSTEM RtUUIRtMtN IS: CODE FIAZARD DENSITY OPMISq. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE 'SYSTEM ITYPE AREA PER SPRINKLER * FF * BB * TB * TS CTS FO IFOW OFOW NAS UNO —f— (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL / BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC XX PSI RESIDUAL XX PSI SYM MAKE 0 RELIABLE MODEL SIN# F1 FR RA1414 TYPE QR RECESSED SSP FINISH K -FAC. THREAD ORIFICE TEMP CHROME 5.6 1/2" 1/2" 155° CANOPY F1 CHR QTY 49 GPM FLOWING XXX GPM DATE & TIME PER: XXX LOCATION: XXX NOTES: EXISTING SR RECESSED SSP CHROME 5.6 1/2" 1/2" 155°REC. CHR ARCHER G0EI@4QT040® o, 05`1@ PROJECT: Tukwila Pacific.Dental Services 17420 Southcenter Parkway Tukwila, WA. SITE & FIRE SPRINKLER PLAN PERMIT NO: - JOB NO: S14-41 TOTAL PROJECT SPRINKLERS = 49 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 WSCL#: ARCHEI*219DR AUTHORITY: CITY OF TUKWILA CONTRACT W/: CONTACT: PHONE: TCL Brian Merisko (425) 330-3107 PAID MAY -7214 TUKWILA FIRE DESIGNER: TED QUEEN SCALE: VARIES DATE: 6-6.14 REVISED / / PLOTTED / / FP1OF1 BUILDING •EXISTING / r / �. 'Zi, f rwr AREA OF WORK TENANT IMPROVEMENT PROJECT SITE 5QU1kk C ?‘&11'i SITE / KEY PLAN SCALE: NO SCALE PIPING LEGEND: 8.6 1 s = NEW PIPING = EXISTING PIPING = RELOCATED PIPING = SNAP (U -BOLT) MECHANICAL TEE ACCEPTED o Without Comments Q As Noted in Red 1r Per The Attached Letter These plans have been reviewed by ThP Tukwila Fire Prevention Bureau for conformance wttn current City standards. Acceptance Is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S-1 3-11 y By: J 1 VICINITY MAP SCALE: NO SCALE TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. /0 and exact address for shut- down or restoration approval.. �N_i'�i"�'�Oilrwwi'� tier na, ►RTliit'ION iP1tlNIlLER it .. 7. Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. 1'.' ARCHEI*219DR L.(1 .sV ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS 'DATE—DESCRIPTION—BY-"A BEAM CLAMP W/ RETAINING STRAP –B—SIDE BEAM BRACKET -C—EYE SOCKET -D—NUT & PLATE WASHER -E—KW I K -BOLT F HDI -P -B—SAMMY SIDEWINDER "H—SAMMY SUPERSCREW -J—COACH SCREW ROD -1C—CEILING FLANGE AREA NumeER REMOTE nit�n SQ. FT. TOTAL SYSTEM RCWUIRtMtN IS: CODE HAZARD A PIJCITv OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE SYSTEM TTPE IAREA PER SPRINKLER HYDRAULIC DESIGN INFORMATION L`U-HOOK -M—SHORT STRAP -N—WALL BRACKET -P—TRAPEZE a R AREA NumeER REMOTE AREA Sq. r T. TOTAL SYSTEM RtUUIRtMtN IS: CODE FIAZARD DENSITY OPMISq. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE 'SYSTEM ITYPE AREA PER SPRINKLER * FF * BB * TB * TS CTS FO IFOW OFOW NAS UNO —f— (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL / BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC XX PSI RESIDUAL XX PSI SYM MAKE 0 RELIABLE MODEL SIN# F1 FR RA1414 TYPE QR RECESSED SSP FINISH K -FAC. THREAD ORIFICE TEMP CHROME 5.6 1/2" 1/2" 155° CANOPY F1 CHR QTY 49 GPM FLOWING XXX GPM DATE & TIME PER: XXX LOCATION: XXX NOTES: EXISTING SR RECESSED SSP CHROME 5.6 1/2" 1/2" 155°REC. CHR ARCHER G0EI@4QT040® o, 05`1@ PROJECT: Tukwila Pacific.Dental Services 17420 Southcenter Parkway Tukwila, WA. SITE & FIRE SPRINKLER PLAN PERMIT NO: - JOB NO: S14-41 TOTAL PROJECT SPRINKLERS = 49 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 WSCL#: ARCHEI*219DR AUTHORITY: CITY OF TUKWILA CONTRACT W/: CONTACT: PHONE: TCL Brian Merisko (425) 330-3107 PAID MAY -7214 TUKWILA FIRE DESIGNER: TED QUEEN SCALE: VARIES DATE: 6-6.14 REVISED / / PLOTTED / / FP1OF1 =1 I 1 ' J 1mD- ..1l • kAGOt19TILEGLG kok hEW <" LIGHT FIXT1.15E5 1©Y ©~ t TT AC. TILE CLG. E 10'-0° AFF t AC. TILE CLG. '-2 "'1 !/ f —T r1 1 + I 1 1'/4 rjr5r ,y rI r 11. tXtSF - {- 3tt4_ `13'-0" 4.1:F © GYP. BD. CLG. T l �z Ey11T 10'-0" AFF { 1 REFLECTED CEILING PLAN A 2/ SCALE 1/4' eECLRITY MIRROR 3EE DETAIL 2/A2 � u _;f A\ STEEL BAR JOIST OR WIDE FLG BEAM C RETAINER STRAP TOP BEAM/ C -CLAMP WITH SET SCREW 3/8' ALL THREAD POD PIPE SWIVEL PING III)/ TYPICAL HANGER DETAIL AT ROOF STRUCTURE NO SCALE Co - 1 S° -± u D ^ if It - ISS 'C ,'7 r Z- 16 5 PE..), t - 1& ; vP 11 ,� 1' s' LL ,•A lt•1 r ( rt. Z- ✓L . ' /Z TEE %t.r�lt- /z •'/z. 'Jt It 'lL 1 r • 2_1,, 'le. -1 7Ez \ )4j X ►�t�►{ �c� 3}Ct +-i Fl44Tcc A,90-7 c.,u e_44 S rill r -CJ TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. W,- 07/ and exact address for shut- down or restoration approval. KEY PLAN 0 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deleticns or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. F,ndi do a is subject to field test and inspection by The Tukwil j e Prevention Bureau By. r f TENANT LOCATION CROWN FIRE PROTECTION INCORPORATED P.0 BOX 12113 WILL CREDO. 1hASHINGTON 48082-0113 PH. (2D6) 481-7669 FILE tEft AViR SOUTHGENTER• PARKWAY TUKWILA; WASHINGTON 98188 ?420 5er4e-v DATE. 3-4 -9$ DRAWN J SCALE: k 1 OF 1 . . • . , • • :•`!l • • b. • . • . .121: • • a • • 1 EXISTINCs 4-1/2" GLASS 411.1=1111.11, EXISTING 6" DEMISING WALL TO REMAIN ma. ... MM.& .••••• G.C. TO FURNISI-1 1 INSTALL 5/6" (TYPE "X") GYF'. 50. 4 NEW INSULATION Ff TO UNDERSIDE OF ROOF DECK 41•=1. 10M. •••••• •••••• •1•M•••••••=1••••••••••••• • l'-0" 111 24'4" ( 3 ) CARPET SEAM STOREFRONT TO REMAIN. G.C. TO FURNISH 1 INSTALL 6/43" (TYPE "X") GYP. MD. 1 NEW INSULATION TOP OF GLASS TO UNDERSIDE OF ROOF DECK EXISTING DOORS TO REMAIN. G.C. TO PROVIDE NEW HARDWARE IF REQUIRED EXISTING 4-1/2" GLASS STOREFRONT TO REMAN. GC. TO FURNISH 1 INSTALL 5/8" (TYPE "X") GYP. D. 4 NEW INSULLATION FF TO UNDERSIDE OF ROOF DECK APPROX. HT. 161-6" AFF. El ex \ CARPET SEAM //• \\ >%'/ / r — L. G.C. TO FINISI4 COLUMN UJ/ MIRROR (TYP. ALL SIDES) USE STYLMARK MIRROR TRIM 120058 COLUMN CORNER W/ 2101 BRUSHED EVRITE NATURAL FINISH. HOLD COLUMN DIMENSIONS AS TIGHT • 0 0 t - EXIT 5" [COLUMN d) IN 0" STUD WALL c, 0 SALES AREA CARPET SEAM / • / \ // / / / 121-0" 4" pvc !t;11 • FLOOR Alei C 100 • / , / / / /./ ,./ / e 4 / / \\•// / / // // , // \ • CARPET SEAM `' r -1 LJ El 4'-14" CLEAR -t 36 '1 FILE ID (330)666-6767 0 (FAX)666-8334 1 J EXISTING CONC. MASONRY WALL W/ MTL. STUD FURRING 4 INSULLATION GC. TO FURNISH 1 INSTALL 5/6" (TYPE "X") GYP. 15D. FF TO UNDERSIDE OF ROOF DECK .2 APPROX. HT. 16'-6" AFF. G.C. TO INSTALL AND PAINT WALLS AND CEILING TYP. II 4..1111110011.1111 111=1111011■ 0111.11.1111. .1.11111.111. 3V-21" HOLD FOR FIXTURES STUD TO GYP. 3 .1 311 351-0" 3W-0" VSL Comments ited In Red er The Attached Letter eec A EMBASSY c. ThessiAns have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings foreubsequent approval. Final acceptance is subject to field test and inspectlxi by The Tukwila Fire Prevention Bureau. FLOOR PLAN. SCALE 1/4' * t -O' LEASE LINE TO•LEASE LINE . ,• ',.• . • • eke /a/c? /57 -e:?‘•-.1--e_ 4%J, j;;Z: /71;1"L A4at/.) 4/4( 1/'o TUKWILA FIRE 6EPARrIVIENT Please call: 575-4407 and give this job. No. ad and exact address for shuts 'down or restoration approval. . .• • . . • -% 01.tNntt:IWt5Mi1 tfa").:;•;$VIt's'Mit'l 7r51••• 7-igwz@s'N ioaa JjjJ t. •0 pATRIOT RE PROTECTION 1p4 1I �A Sikv 41. 4441011061 1." DnIGN INFORMATION SHEET l -7/4w sc Pkiy 4-S- I�S3 2707 70TH AVENUE EAST TACOMA, WA 96424 TEL (253) 9262290 FAX (253) 922.8150 NAME_ S 1'ft'IPcPGS / pA-i •A LOCATION PAft- 1C WAy Svw� 6 Tait BUILDING uv� CONTRACTOR CALCULATED BY PI *IL t4- rN E'(Z 4 (it - CONSTRUCTION: • OCCUPANCY ?%1 F.(+• -c A•+I TICE 0 NON-COMBUSTIBLE DATE 1 / z / 4 if SYSTEM NO Inr CONTRACT NO. I — ')1 '7 DRAWING NO. I CEILING HEIGHT 1 8 t FT. Z 0 N W O NFPA 13: ❑ NFPA 231 ❑ OTHER (Specify) a -SPECIFIC RULING ❑ LT. HAZ. ❑ NFPA 231C: ORD. HAZ. GP. 0 1 0 2 FIGURE ; CURVE 0 EX. HAZ. MADE BY v✓5 1 -•g DATE • . SPOKANE, WA OFFICE TEL (509) 9263428 FAX (509) 9263708 PATRIFP099CF VANCOUVER, WA OFFICE TEL (360) 699.4403 FAX (3601 6994485 W AREA OF SPRINKLER OPERATION 2-5°° S F SYSTEM _ TYPE DENSITY . 1 EL WET 0 DRY • DELUGE yu • PRE -ACTION AREA PER SPRINKLER 1 v S S f SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE ! CI' MAKE 9-5I,,14t3 6 MODEL 4 HOSE ALLOWANCE GPM: OUTSIDE Sro`' SIZE 7v' K -FACTOR S RACK SPRINKLER ALLOWANCE - 62 - TEMPERATURE RATING 2.12- " CALCULATION GPM REQUIRED C Z S PSI REQUIRED 6 2 • 1 SUMMARY AT BASE OF RISER "C" FACTOR USED: OVERHEAD 1 2- O UNDERGROUND S"D / WATER FLOW TEST PUMP DATA TANK OR RESERVOIR - DATE & TIME 7/ IL/9 S RATED CAPACITY CAPACITY 0.. STATIC PSI 1 4- S AT PSI ELEVATION N RESIDUAL PSI 74 ELEVATIO cr GPM FLOWING 4 S 6 WELL w a ELEVATION P- s •F FLOW GPM 3 LOCATION S• 11 0114 SQ ✓-114 6, Fes/ 7 -F -R.. PAIL K w IM1-y - SOURCE OF INFORMATION W S t R- t3 OMMODITY CLASS W LOCATION ST EIGHT AREA AISLE WID STORAGE MET LID PILED % PALLETIZED RACK 96 o• Y • SINGLE ROW 0 C • • • - IONAL PALLET • AUT • STORAGE 0 ENCAPSULATED • DOUBLE ROW 0 SLAVE PALL % OLID SHELVING • NON - MULTIPLE ROW •OPEN ENCAPSULATED • 2 ¢ SP • • IN INCHES CLEAR _ FROM TOP OF STORAGE FLUE LONGITUD • TRANSVERSE TO CEILING IN. 0 - • •NTAL BARRIERS PROVIDED • . SPOKANE, WA OFFICE TEL (509) 9263428 FAX (509) 9263708 PATRIFP099CF VANCOUVER, WA OFFICE TEL (360) 699.4403 FAX (3601 6994485 CONTRACT NO. (LI-Ir�� "441:4- - ,-1•f 1 _ r- i t T _ri-i _ - -fit; _-r `2.1„....,....., _+- t. •-illILI !!IT Li • ',.7_4-.-1.:1„,' T-tti 11,.1 I:iI "= -I-ii: 1 :ill _r -T ?-....r _ a ', ti —.- .r_.-1- .i..L.t.t i'_1 -•t- 14 ..1.. t... - T- ::.(: ult I.ti'.17;..r, ...rr Ir-'- -'ce • 'i : :I ..''' : ii 4 ,'1i{F '.,i,-.. •-• 1.; - - " Li{:. 1 ! .1:jr --i_l 15 115 -I ; tl ; 1 .-i !I!'. r -. 'i i.. -..i r:- ' ; , ^' ' tt_._..::.L.7 .. I -r' i 1 �r 1 +1.1 • ,. .LII lily .t.. rt :T It : • it r.-. t : }4 h 4 _ t -t' �. .rr! t • . t jjjj•-i .., t -} .: T. 1. r I 'I�, . ,ri--,h.: 7 . . t r- I_ 1 h --r Ititt , --I , ,,i • y+''II1 , �- T -+t. .44.4.11-:'!._,___717-- •rr—r ii7 • 41+ - 7 7-.7,,= ...., ti-- IR 11M111111111111111111111111 1NNmiiiu1i1111f11ia1 MC11111111=1111111111 nwu I0ER111111 1111111n1111 ffill111111111111111 YfNYINhU$hhI rN/W NNhUNII��niq NNUN7N.uni1 u-num—NN11 MINIM 111111111111 MOO ` WNNS�NuII OIMIHOMISIlN{1Wup1NNYN�u.11 Ou�ullalAi*I--mua uVOMOOSIMIIIIIMI IR uwi mii1111InainuallOn I—z ©o E rr- �O �w w 1c —/111 'iii 1''f r -•1 — 1 r t-•- --r- -i.:: ' _: h--- - 1 i �' ' I r i i I I ,--_-.-.-_ t t-��. Ii : _ . -: t ice _4 is 1' ` ', ; } Z,_' --r ';111 ,-: 1-1-1.t-.- + F. 1-;-1-- 1,-111 -.-t 1 -+� • '� t • _ itr I I 1 I'i I III ISd - 32:If]SSald 2 SUBMITTAL SERIAL NO:2454H-09 SPRINT PCS / PAD A 11-0777 •.18/2500 SPR FLOW TEST RESULTS STATIC RESIDUAL AT 4586.0 GPM PRESSURE AVAILABLE AT 1175.2 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM FLOW FLOW K -FACTOR 101 24.47 18.96 5.62 102 23.96 18.96 5.62 103 22.82 18.96 5.62 104 22.35 18.96 5.62 105 21.61 18.96 5.62 106 21.16 18.96 5.62 107 20.80 18.96 5.62 108 20.37 18.96 5.62 109 19.90 18.96 5.62 110 19.48 18.96 5.62 111 19.47 18.96 5.62 112 19.06 18.96 5.62 113 19.38 14.87 5.62 114 18.97 14.87 5.62 115 23.36 18.96 5.62 116 22.24 18.96 5.62 117 22.47 18.96 5.62 118 21.06 18.96 5.62 119 21.95 18.96 5.62 120 20.27 18.96 5.62 121 21.48 18.96 5.62 122 19.39 18.96 5.62 123 21.35 18.96 5.62 124 18.96 18.96 5.62 126 18.86 16.59 5.62 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 1 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES PRESSURE 18.95 18.18 16.49 15.81 14.79 14.18 13.70 13.13 12.54 12.02 12.00 11.50 11.89 11.39 17.28 15.66 15.99 14.04 15.25 13.00 14.61 11.90 14.43 11.38 11.26 525.17 GPM 150.00 GPM 500.00 GPM 1,175.17 GPM 90.94 PSI 0.085 PSI 23.43 FPS 07-02-1998 PAGE 1 145.00 PSI 74.00 PSI 139.28 PSI SMITTtL SERIAL 1O. 2 A r1n -09 TNT PCS / PAD 1 1 PR1ivi rt.a / rei.0 A 11-0777 .18/2500 01-V2-1998 PAGE 2 FROM TO - FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 124 126 1.542 L 7.00 0.0179 PT 11.26 (126) Q 18.86 F=0 F 0.00 PE 0.00 BN C120 T 7.00 PF 0.13 122 124DQ 18.96 1.542 L 8.00 0.0648 PT :11.39 (124) Q 37.82 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.52 120 122DQ 19.39 1.542 L 8.00 0.1393 PT 11.91 (122) Q 57.21 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.11 118 120DQ 20.27 1.752 L 8.00 0.1311 PT 13.02 (120) Q 77.47 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.05 116 118DQ 21.06 1.752 L 8.00 0.2045 PT 14.07 (118) Q 98.53 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.64 7 116D0 22.24 1.687 L 4.00 0.3583 PT 15.71 (116) Q 120.77 F=T F 10.00 PE 0.00 BN C120 T 14.00 PF 5.02 PT 20.73 ( 7) 121 123 1.542 L 8.00 0.0225 PT 14.43 (123) Q 21.35 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.18 119 121DQ 21.48 1.542 L 8.00 0.0815 PT 14.61 (121) Q 42.83 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.65 117 119DQ 21.95 1.752 L 8.00 0.0941 PT 15.26 (119) Q 64.78 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.75 115 117DQ 22.47 1.752 L 8.00 0.1633 PT 16.01 (117) Q 87.25 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.31 6 115DQ 23.36 1.687 L 4.00 0.3045 PT 17.32 (115) Q 110.61 F=T F 10.00 PE 0.00 BN C120 T 14.00 PF 4.26 PT 21.58 ( 6) 112 114 1.542 L 6.00 0.0181 PT 11.39 (114) Q 18.97 F=0 F 0.00 PE 0.00 BN ' C120 T 6.00 PF 0.11 SUBMITTAL SERIAL N0:2454H-09 SPRINT PCS / PAD A 11-0777 •.18/2500 07-02-1998 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 110 112DQ 19.06 1.542 Q 38.02 108 110DQ 19.48 1.542 Q 57.50 106 108DQ 20.37 1.752 Q 77.87 104 106DQ 21..16 1.752 Q 99.03 102 104DQ 22.35 1.752 Q 121.38 7 102DQ 23.96 2.154 Q 145.34 5 7DQ 120.77 2.154 Q 266.11 4 5 3.352 Q 266.11 111 113 1.542 Q 19.38 109 111DQ 19.47 1.542 Q 38.85 107 109DQ 19.90 1.542 Q 58.75 105 107DQ 20.80 1.752 Q 79.55 103 105DQ 21.61 1.752 Q 101.16 L 8.00 0.0654 PT 11.50 (112) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.52 L 8.00 0.1406 PT 12.02 (110) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.12 L 8.00 0.1323 PT 13.14 (108) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.06 L 8.00 0.2065 PT 14.20 (106) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.65 L 8.00 0.3008 PT 15.85 (104) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PP 2.41 L 4.00 0.1535 PT 18.26 (102) F=T F 12.00 PE 0.00 BN C120 T 16.00 PF 2.46 L 2.17 0.4700 PT 20.72 F=T F 12.00 PE 0.94 NR C120 T 14.17 PF 6.66 L 13.17 0.0545 PT 28.32 F=0 F 0.00 PE 0.00 NC C120 T 13.17 PF 0.72 PT 29.04 ( 7) ( 5) 4) L 6.00 0.0188 PT 11.89 (113) F=0 F 0.00 PE 0.00 BN C120 T 6.00 PF 0.11 L 8.00 0.0681 PT 12.00 (111) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PP 0.54 L 8.00 0.1463 PT 12.54 (109) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.17 L 8.00 0.1377 PT 13.71 (107) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.10 ' L 8.00 0.2148 PT 14.81 (105) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 1.72 SUBMITTAL SERIAL NO:2454H-09 SPRINT PCS / PAD A 11-0777 .18/2500 07-02=1998 PAGE 4 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 101 103DQ 22.82 1.752 Q 123.98 6 101DQ 24.47 2.154 Q 148.45 L 8.00 0.3129 PT 16.53 (103) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 2.50 L 4.00 0.1597 PT 19.03 (101) F=T F 12.00 PE 0.00 BN C120 T 16.00 PF 2.56 4 6DQ 110.61 2.154 L 2.54 0.4472 PT 21.59 ( 6) Q 259.06 F=T F 12.00 PE 0.94 NR C120 T 14.54 PF 6.50 3 4DQ 266.11 3.352 L 57.42 0.1919 PT 29.03 ( 4) Q 525.17 F=0 F 0.00 PE 0.00 NC C120 T 57.42 PF 11.02 2 3 3.352 Q 525.17 1 2 3.352 Q 525.17 L 50.00 0.1919 PT 40.05 F=2E F 16.00 PE 4.19 FM C120 T 66.00 PF 12.67 ( 3) L 5.00 0.1919 PT 56.91 ( 2) F=BV F 15.00 PE 2.16 FR C120 T 20.00 PF 3.84 0 1DQ 150.00 4.100 L 164.00 0.0861 PT 62.91 ( 1) Q 675.17 F=GV,T,2E F 46.00 PE 9.96 UN C140 T 210.00 PF 18.08 COMMENT: LOSS FOR DDCVA IS INCLUDED AS ELEVATION PRESSURE AVAILABLE AT NODE 0 AT 1175.2 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.085 PSI MAXIMUM VELOCITY IN PIPES 23.43 FPS PT 90.95 ( 0) 139.3 PSI FIRE PROTECTION 1:41) ATRIOT 2707 70TH AVENUE EAST TACOMA, WA 98424 TEL (253) 926-2290 FAX (253) 922-6150 DESIGN INFORMATION SHEET NAME SP11-T Pc s / p/a-fl LOCATION PA -11-4 w14y 5 p 6.2 c, -- BUILDING vIC A4 wy} DATE %/ 2-/frd CONTRACTOR CALCULATED BY )417% K- Al E T Z 4•44 - CONSTRUCTION: JCCOMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY ' 1"V( --y 0 Py SYSTEM NO D R -y CONTRACT NO 1 DRAWING NO. 1 CEILING HEIGHT Os SYSTEM DESIGN NFPA 13: LT. HAZ. ORD. HAZ. GP. 0 1 ❑ NFPA 231 0 NFPA 231C: FIGURE ❑ OTHER (Specify) ❑ SPECIFIC RULING MADE BY DATE ❑ 2 0 EX. HAZ. CURVE AREA OF SPRINKLER OPERATION ? N -E -,49S DENSITY -j PSI, E,{.I-P, AREA PER SPRINKLER 1 10 * M HOSE ALLOWANCE GPM: INSIDE 15-22 HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE 5Q.) SYSTEM TYPE 0 WET IDRY 0 DELUGE 0 PRE -ACTION SPRINKLER OR NOZZLE MAKE R-EL1►h-8‘'E- MODEL SIZE '/i- K -FACTOR TEMPERATURE RATING 2-12- o CALCULATION SUMMARY GPM REQUIRED i 2 3 "C" FACTOR USED: OVERHEAD i.• PSI PSI REQUIRED g AT BASE OF RISER I 00 12 v UNDERGROUND 1 E o WATER SUPPLY COMMODITY STORAGE WATER FLOW TEST 4- 5 - DATE & TIME STATIC PSI RESIDUAL PSI GPM FLOWING ELEVATION -74 PUMP DATA RATED CAPACITY AT PSI ELEVATIO TANK OR RESERVOIR CAPACITY ELEVATION LOCATION S. 1 0 1-21 t S vv '7\4 s _,-kre- - P,i42-4 w SOURCE OF INFORMATION 3"1 S d (1- 8 OMMODITY WELL PR • : FLOW GPM CLASS STO EIGHT AREA STORAGE MET ! • PILED a/o PALLETIZED O SINGLE ROW 0 CONVE ❑ DOUBLE ROW 0 SLAVE PALLET ❑ MULTIPLE ROW PALLET 0 0 LOCATION AISLE WIDT a RACK ATIC STORAGE 0 ENCAPSULATED SOLID SHELVING 0 NON - OP " ENCAPSULATED SPACING IN INCHES ITUDINAL CLEARANCE FROM TRANSVERSE i... -------HORIZONTAL BARRIERS PROVIDED SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926-3708 STORAGE TO CEILING IN. o% PATRIFP099CF VANCOUVER, WA OFFICE TEL (360) 699-4403 FAX (360) 699-4485 a. 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NH X I.1 + ra 1111 IN • /;711•• � • I , >- • z •. • 1 I. ...t.y.., -Y1.'i'_..^ -.i • �;-_«�. .-_; • 4 y... • mini11111 1 UN ■■ (i T L ' 7 • r . F�ii• • ii •• •••MINS . p •••M•Y•�M•�••NM� Y %II■IIIwH111w 1 wwH/1wH�mum MEM_�- -y-- • • - + - • 1 � w�N mlau .. 111 Ii1 1 . 1 : : 1 1 O N•• N 0 ISd - 3liflSS3Hd SUBMITTAL SERIAL N0:2454H-09 SPRINT PCS / PAD A DRY SYSTEM 11-0777 ,SEVEN HEADS IN CANOPY FLOW TEST RESULTS STATIC RESIDUAL AT 4586.0 GPM PRESSURE AVAILABLE AT 773.4 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL SPR FLOW 201 23.37 202 20.48 203 17.79 204 16.36 205 15.51 206 15.00 207 14.87 MINIMUM FLOW K -FACTOR 14.87 5.62 14.87 5.62 14.87 5.62 14.87 5.62 14.87 5.62 14.87 5.62 14.87 5.62 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 1 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 PRESSURE MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 17.30 13.28 10.02 8.47 7.62 7.13 7.00 07-02-1998 PAGE 1 145.00 PSI 74.00 PSI 142.36 PSI 123.39 GPM 150.00 GPM 500.00 GPM 773.39 GPM 93.41 PSI 0.074 PSI 17.71 FPS SUBMITTAL SERIAL N0:2454H-09 SPRINT PCS / PAD A DRY SYSTEM 11-0777 •SEVEN HEADS IN CANOPY 07-02-1998 PAGE 2 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 206 207 Q 14.87 1.687 L 12.00 0.0104 PT 7.00 (207) F=0 F 0.00 PE 0.00 BN C100 T 12.00 PF 0.12 205 206DQ 15.00 1.687 L 12.00 0.0379 PT 7.12 (206) Q 29.87 F=0 F 0.00 PE 0.03 BN C100 T 12.00 PF 0.45 204 205DQ 15.51 1.687 L 10.50 0.0821 PT 7.60 (205) Q 45.38 F=0 F 0.00 PE 0.00 BN C100 T 10.50 PF 0.86 203 204DQ 16.36 1.687 L 10.50 0.1451 PT 8.46 (204) Q 61.74 F=0 F 0.00 PE 0.03 BN C100 T 10.50 PF 1.52 14 203DQ 17.79 1.687 L 10.00 0.2318 PT 10.01 (203) Q 79.54 F=T F 7.00 PE 0.00 BN C100 T 17.00 PF 3.94 PT 13.95 ( 14) 14 202 Q 20.48 1.104 L 0.50 0.1485 PT 13.28 (202) F=T F 4.00 PE 0.00 AO C100 T 4.50 PF 0.67 201 14DQ 79.54 1.687 L 9.58 0.3542 PT 13.95 ( 14) Q 100.01 F=0 F 0.00 PE 0.00 BN C100 T 9.58 PF 3.39 13 201DQ 23.37 1.687 L 35.54 0.5223 PT 17.34 (201) Q 123.39 F=T F 7.00 PE 0.03 BN C100 T 42.54 PF 22.22 12 13 1.687 L 2.13 0.5223 PT 39.59 ( 13) Q 123.39 F=T F 7.00 PE 0.92 NR C100 T 9.13 PF 4.77 11 12 2.157 L 99.96 0.1578 PT 45.28 ( 12) Q 123.39 F=T F 7.00 PE 0.07 NC C100 T 106.96 PF 16.88 10 11 2.157 L 47.88 0.1578 PT 62.23 ( 11) Q 123.39 F=2E F 7.00 PE 4.28 FM C100 T 54.88 PF 8.66 2 10 2.727 L 3.71 0.0360 PT 75.17 ( 10) Q 123.39 F=T,3E/BV,DPV F 64.00 PE 0.00 FR C120 T 67.71 PF 2.44 SUBMITTAL SERIAL N0:2454H-09 SPRINT PCS / PAD A DRY SYSTEM 11-0777 'SEVEN HEADS IN CANOPY 07-02-1998 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LPN/FT PSI 1 2 3.352 Q 123.39 L 5.00 0.0132 PT 77.61 ( 2) F=BV F 15.00 PE 2.16 FR C120 T 20.00 PF 0.26 0 1DQ 150.00 4.100 L 164.00 0.0162 PT 80.03 ( 1) Q 273.39 F=GV,T,2E F 46.00 PE 9.96 UN C140 T 210.00 PF 3.40 COMMENT: LOSS FOR DDCVA IS INCLUDED AS ELEVATION PRESSURE AVAILABLE AT NODE 0 AT 773.4 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.074 PSI MAXIMUM VELOCITY IN PIPES 17.71 FPS PT 93.39 ( 0) _ 142.4 PSI 4 4 4 or "' "a 4;101 l. 4 04, t 44 40 , r I I Y "n Y4 r, •1 444 0 4 1 x`14 rerYY far :Y6 l' 1 � 44 .4 'Tor" P 7111 1 � I ''i i 1 4 4,� Ip)I' Pi/ 144441 I `I If y+ 1 Ys 4 4 1 i sA 1444 4 1, J V d 1, 14 14 r r''11 1,'11, 1 4 14 o , i➢r, /1 wrlw dr 1 111 44%I r I, III• t{?, 111 lk r r J 4 { r e { 4 f'4141 4 41, PP y 14 Vt' r 4 A' P +1 F ' I ,/,„Y 444 11 1 i' e ) It I I 1 I l r A tY Y M i ( + + J r ` r4 J d 7,r, 4M4 ,1 4 d w t+ r I rl i I Y 4A4 4 44' Ill 1 j ' i 61 0 ' r +I 1 pop 44 1 117 w I r 4 / ,I w i 4 4 ,1 ( t 'S4 11 1 i , 4r r' I ' I ,j4 Y 4 , Y vI 4 ri+f3 or,i111* Y 1 j r 4 vt. 1 I I r ,e fl I rf b 4 11 4 F J r" ,1 w I 51 4v M1 t1 444 I4. 41 4Uw 44 44 r k l V , r' a n1 4w 1 ' , ",I 41 �4 44 '4 I^ 4 4 4 I r 12 '4.410 ' YBOD A4 F F Y AFF' DRY SYSTEM INSPECTOR'S ITEST CONNECTION I BOD 18x18" ACCESS PANEL-- 12'-0" A F.F 10'-011 12'-0" AFF 10'-011 AFF HYDRAULI CALCULAT DEMAND ALLY MOST 7 DRY SYSTEM HEADS :D AT 7 P S I END HEAD PRESSURE T B 0 R 123 GPM 0 80 0 PSI -"l � +r w ' r r w r 12►„0144 YA F,F, 10' 0" r4 I ' I r 44 444 J Y 4 4 ccr 44 14 1 Ir w Ib , 4, 4 4. 44, " r 1 4' , +r + 1 ! tl 4 1 4 1 , d' ,1 +4. I 14 1{ 44,4444 4) 444,F r / `1 fr �' I' 1� 4, P1 .rI 441 E It 1 1 I �k FVU41 4 4 + yr rV 444 I , 4 1 �4 4 �I 144 4'4 I 4414 I! ' �� 44, I1 44 1 e, t I v 4t 6" ,' 6 44' ,4 .' n l r �iy V 11 ^Y 2 y 14 ,t 44 4 t4l I k 44 4 yl 1 1 41 4 41'11 4 i Y 4 14 d 1 ' 141 �1 Id 44 ' 1 4 h" dl 4 .._. 1 I'C 1 ' YI { 1 N1 , ' 4 w 't 11tr I1 * 44k 4 w I J 1, 4 ' 44 le 44 4 ,� l o + .4 4f ` 441 t 1 ° yl !! I a r ' 1 4Or i 14 44 1 4 I I r f , k1 14 4 4'11 ,J 44 44 1 4 41 ` ' +141 4, 4 4 w Yf 4441 r 11j1 441 41 1 1k r F 4 YI 44 1M s4* 44 4 IY 41 ` I t 1 5 444 i4 4444 l ' ) r 1 i AF 44 "* 44 r r I 1 A , 1 J wN 4 1., I,4 V I r 44 t , 1J`I rd 'I' 1, 1 Y % , 1 N I, µ41411 1w 61, I 1 I b . '4 r r 41J 1 44 4 1111 w 1 41 4,,f I r1Lr I '4444444 r 4 4 kr {i 4 I+, , Pc o '1 r t 4k Z Y 1t1P11 44 ; ',I 1 4 1 1 1 " 4' , 44 4 4 PP 444 Ir 1 r44 4 "4 M f J r , 4 1 ,4 k 4 1 ,,r,,,,,„ { 1 441 I F1444 4'441 014 Y + 4,4 4 4�., r r + ^M 41414 11 ° ' I ,4 II ,r Y f r 1, I� 14 Yy Y I4'44 t 1 al �4 1"'yr 4444 w'! 4, F 4 1 F4 { 1' ^'+144, + r*. 1 4444 " 44 t , 1 ur)4 1 '1 JI 41 1 � r.) 44 443 Jr" 441 4 I4 1;k4 444 r,Dr 4414' Bd e r 4 J Y 44 ILI" " 7 4 14 h 1 , r' 4 4 Ir4 41 1 8sp)4+'1.13W '4 i 14 r ,'-1 Y1t s re4atE1 eYCBt)Sr4Cly 44,4 14"'1 r a' 3 Inc:Wants rata.. ad de'nr 'r ,I Ina, poor' t',1R1j ma and " { r allot 114 o s,ranstrued 404.a1{,'rughrr,n�t„rc 4 rc! tip ` 'I rir t Y 604,0 ILO 11,E - �- 11 - i y , - -� - 11/ 10x6 j 1 10-6 1 t1/ l� 10-(b 11-6 10-0 8-6 11 CTS - 11/2 - 10-6 0 1 t BOD 11/4 11/4 - 7-0 „ 0 8-0 , u 1 1 I HYDRAULICALLY MOST REMOTE 2500 SF dALCULATED TO DELIVEIR 18 GPM/SF DEMAND AT B 0 R 021 GPM ® 62 9 , SI 11/4 8-0 11/4 0 0 6-0 Iy 2 1-10 121-0" AFF 101-0"4 AFF 44' II ,1 as K4_mr supe 44 MIY. 414*4, 4. 24 LF-8"FP 22 ' BEND 10 LF-8"FP 8"x6" REDUCER .. Y ,.-..�...,..r.,-.4...0.. Q -- AMAX aa! myram-IMM laar 1/211111-4,- 10" WT CONN TO EXIST 10"FP VV/ 10"x10"x8" TEE AND 8" GATE VALVE 8"x8"x6" TEE 6"x4" REDUCER 114 '4 14 a� 14 ^Y „4 44 9w1 l't4t, ,4 '11 ) 4 4 „cc, „, 4 4I o Po 414 4 4 07 g4 4 44 t ply AA 17 fp t P411 4 11, I t4 4 e 14 44/14 I 49 ti ht ar 14 41 ! 44 44441-44 11.4 411 4/44 4 60 41 0 0 8-0 i/44 r 444 rr • 44 11, 41 4 14 41211 27 LF-4"FP INSTALL 25 LF-4"FP -44 OCI 0 itt 5' -J 41 4 1 44 44 44 SPAN TYPICAL ' TJS TRUSS FramikAmermTAA 14 FIELD DRILL 'E' HOLE 'F' ALL THREAD ROD LENGTH PER PLAN HANGER RING TOP CHORD TRAPEZE HANGER T !SPRINKLER PLAN WELDED TO EACH END (DO NOF OPPOSE) NO SCALE LABEL NO. 4, 'A' HOLE DIM PIPE LENGTH 'C' SPAN PIPE SIZE & SCHEDULE HOLE SIZE ROD SIZE ' ESCRIPTION DIY 1 3" GLOBAL BFV-G UTTERFLY VALVE W/ BUILT IN TAMPER SARCH 1 2 POTTER VSR-F 1 WATER FLOW SWITCH 1 .41 cr 41 Am - GENERAL NOTES 2 *TYPICAL WET SYSTEM LINE HANGER IS CEILII\t FLANGE 18x11/2" WOOD SCREWS, ROD, AND RINC;, 3 MAXIMUM DISTANCE FROM HANGER AT END Or LINE TO PENDENT SPRINKLER IS 12" 4 GROOVED COUPLINGS ARE RIDGID, U N.0 5 DRY PIPE SLOPE IS 1/2" IN 10' FOR LINES AND 1/4" IN 10' FOR MAINS ,t) 90' BEND 433 LF -3"W " CITY WATER A1F4Ft 5t" RETAIL PAD 'A' WM° 4.*** VVT EXIST 10" W W/ 1" SADDLE T1 u-rHcE'N SPRINT PCS 46111014#4,... 91144 M A ormarma Mg ALTA attar au al pnlo 1 1 0 IMAM 14 ,c-wv 47,1 1 • 0 1 • 11641V07 FDC p K ONDERGROUND NOTES \-IRRIG MET 1 SITE PLAN IS FOR INFORMATION ONLY ALL V U G WORK IS BY OTHERS PATRIOT START * , FLUSHED, AND TESTED IN CCORDANC! 7 3 MINIMUM COVER IS 3 BE W GRA ,E.: 0 ,er VIA , or , , , , P14 1 FIRE PROTECTION SITE PLAN 3(24-0) 00 FITTER, TIE DRAINS TOGETHER AND PIPE TO DISCHARGE OUTSIDE 60 GALLONS 6.1 14 42-444 FUSER DETAIL SCALE lerere1^-0" STATIC RESIDUAL LOCATION DATE SOURCE TEST 145 PSI 74 PSI 4586 GPM amMI 0 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is subject to errors and , omissions which do not authorize violations of adopted standards and ordinances The responsibility for the adequacy of design rests totally with the designer Additions, deletions or revistons to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau ate RISE HANGER LEGEND EQUIPM-9" ITEM# SIZE MAKE MODEL NO ' ESCRIPTION DIY 1 3" GLOBAL BFV-G UTTERFLY VALVE W/ BUILT IN TAMPER SARCH 1 2 POTTER VSR-F 1 WATER FLOW SWITCH 1 3 - - 1000 jATER PRESS GAUGE Sc TEST VALVE PEST AND DRAIN ASSEMBLY 1 1 4 a '1,1-r4744. AGF 6 21/2° GLOBAL BFV-G UTTERFLY VAVLE W/ BUILT IN TAMPER SWITCH 2 VIM 1/...114•1/61000.601101.111111011MIVIIIIMINVIMMINAWSMII.INVIIIIIIIIVIIIIIIILA 8 10" POTTER PB SERIES ELECTRIC BELL, 24V DC , FITTING 00404 SR 011t(Viet0 SHAPED NfPPIt T+CM15 (veil FILE CUKWILA FIRE DEPARTMENT Please call 575-4407 and give this job No and exact address for shut. down or restoration approval. 1 I 14 ,; r HANGER LEGEND 1.4 ALL THREAD ROD VIM 1/...114•1/61000.601101.111111011MIVIIIIMINVIMMINAWSMII.INVIIIIIIIIVIIIIIIILA Al , FITTING 00404 SR 011t(Viet0 SHAPED NfPPIt .„ re + 4 .4, WAY WOW:WAKE liItACE STRUCTURE TO worm „orr°UNE 01` rill 14 W4CHES SPRINKLER LEGEND A/40. TYPE i 41 44 it 2 it.r U. i Mark Metzger za K!fi 5004 1/2" la) 1/2"4 .44'ac..71:a..' APPROVAL REQUIRED SPRINKLER HEADS USED sy),4 MANUr oACIDEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH IT hi p °Ty 1•4• RUBLE G-3 DRY PENDENTT V2 1' CHROME CHROME 165' 24 toTAL 129 APPROVED FOR FABRICATION BY DATE Or GENERAL NOTES , ALL MATERIAL AND EQUIPMENT TO BE NEW *NO M. LISTED OR FM APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1.-6) WHICH ARE ENO TO END 1 3 EARTHOUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH 1 NFPA PAMPHLET NO 13 APPLICABLE EDITION I 4 PIPE HANGERS APO METHOD OF HANGING TO BE 114 ACCORDANCE WITH NEPA PAMPHLET NO 13, APPUCABLE EDITION 1 5 PIPING SHALL BE IN ACCORDANCE MTH MITA PAIAPHLET,HO 13, APPUCABLE EDITION 6 JOINING OF P PE AND FITTINGS THREADED & WELDED SHALL OE IN ACCORDANCE WITH NEPA PAMPHLET NO 13 APPLICABLE EDITION 7 OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY AI WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROL4 FREEZING 13 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED I BY OTHERS . 10 11.114101G or PIPE k EQUIPMENT (IF REQUIRED) TO BE PROVIDED lay OThCFIS DESIGN CRITERIA HYDRAULIC DESIGN IS FOR .18 GPM/S F. OVER ,,THE , MOST REMOTE 2500 S F. PER THE WASHINGTON 4 SURVEYING AND RATING BUREAU „ir r ,,,, , CANOPY DRY SYSTEM IS CALCULATED FOR SEVEN etc r 4 r HEADS FLOWING AT 7 PSI END HEAD PRESSURE, A ,., bi ' ! '44 PIPE NOTES , 1 THREADED PIPE IS ALLIED 'XL'. WELDED PIPE IS , AWED 'SUPER-FLO' FOR WET SYSTEM AND ALLIED SCH 10 FOR DRY SYSTEM , , REVISIONS NO DATE BY DESCRIPTION 4 ) CONTRACT WITH 4 SIERRA CONSTRUCTION 16715 NE 70th ST 4 , PROJECT NAME / SPRINT PCS/PAD 'A','' i, PARKWAY SUPERCENTER PAD sA' .44 , SOUTHCENTER PKWY 40 P IT-(Fr57',571f-Py . FIRE PROTECTION 0 , 2707 70TH AVENUE E, TEL (253) 926-2290 TACOMA, WA 98424 '' FAX (253) 922-6150 DESIGNER MARK METZGER SHEET DATE 4 7/2/98 I P , I JOB NO , 11 14 441 01 1 fi 41 40 cc 41c c • 1,1 Jr 9 tct 41,