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Home My WebLink AboutPP - 17500 SOUTHCENTER PKWY - BURLINGTON COAT FACTORY - PERMITS AND PLANS17500 SOUTHCENTER PKWY 16-F-099 14-F-204 02-F-110 98-F-200 98-F-199 98-F-040 93-F-231 ASSOCIATED PERMITS 16-5-102 02-S-188 98-5-198 98-5-181 98-5-157 97-S-046 93-5-168 889-131 877-003 866059 84067 84037 83025 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 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.: 26Z 30 1116 Site Address: 17S00 4,'/I ClA41 /j{ 1,,. 1 � Pow -Lia,/ Suite Number: Floor:_"l Tenant Name: 1-1-00 IOWZ Cil/ New Tenant? El- Yes ❑ - No Property Owner's Name: Ki Y!1 C0 P.M j I J y Mailing Address: fO. Ic' 82-0 i i 60 City Cil- cis ?IS - State Zip CONTACT PERSON -if there are questions about the submittal. Name: 14 L Day Telephone: is3- 6-33 /2 /cf Company Name: FIV� 1JyS, frA415 2C . �'l,, Mailing Address: 206 Fv01/1 I -A t got $ 4ii S & C / 7G�G31C LJ� ia61- 7 N� State Zi E-mail Address: (€Sys1 e,,nS 1ues1 cap,cap,City Fax Number: Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 1 - Ars KGIl41 Ci Valuation of Project (contractor's bid price): $ g� Scope of Work (please provide detailed information): �VtSTA 11j 19 O, /2:4060 L iq-E5) -4o yv1 °1411-c✓ y54(44'7 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 Reviiew-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 OW OR THORIZED AGENT: Signature: / I j,, Print Name: 0 1 LC Plan Permit App.doc PAID Er' i It114 TUKWILA FIRE Date: q //2-10 Day Telephone: ZS -3— g' 33 - I Z yI- 8/22/14 cc- et" TFD FP Form 8 • 7788F/7744F Series Wireless Fire Alarm Communicators for IntelliNet Model 7788F 0 LISTED Advanced Wireless Alarm Monitoring As expensive dedicated landlines, required for UL864 compliance disappear, and the future of GSM for alarm transmission becomes increasingly uncertain, the AES IntelliNet mesh radio network continues to offer unmatched reliability and speed in delivering wireless alarm signals to a central station without any third -party fees or reliance on networks operated by companies outside the alarm industry. The 7788F/7744F Series Subscribers provide the wireless communications link between the fire alarm panel and the central station receiver. Ideal for most commercial fire alarm applications, each 7788F/7744F Series Subscriber is housed in a full-sized, red, locked steel cabinet and supports a range of alarm panel inputs, including EOL fire, EOL supervised, and direct voltage from the panel (non -fire applications). Supervised Operation AES Subscribers offer fully -supervised operation that includes monitoring of operating power (both primary AC and battery back-up) and the connection to the mesh radio network. Each subscriber "checks -in" with the AES central station receiver at least once every 24 hours. The supervision check-in time can be set to as often as needed for the application, as appropriate for the network. Because the central station operates the wireless network, there is no additional cost for air time to transmit supervisory signals. Full Data Reporting from Alarm Panel Digital Dialer Models 7788F-ULP and 7744F-ULP come equipped with an IntelliPro-Fire Full Data Module (AES -7794) which enables reporting of full alarm data captured from the alarm panel's digital communicator. IntelliPro-Fire supports most alarm communication formats including Contact ID, Pulse, as well as Bosch Modem Ile and Modem IIla2 (when converted to Contact ID format). ••••40,114w �: AES CORPORATION IntdiiNet For Alarm Monitoring Features — All models • UL Listed commercial fire alarm applications. • Meets NFPA 72 requirements • Direct reporting to AES receiver across IntelliNet mesh radio network • Each Subscriber acts as transmitter/receiver/repeater • Simple and fast activation on network • On board status LEDs for easy set up • 8 programmable zone inputs - 7788F • 4 programmable zone inputs and 4 reverse polarity inputs - 7744F • Easy programming via AES handheld programmer or PC • Rugged metal housing ideal for any commercial fire alarm application • Narrowband compliant Models 7788F/7744F-ULP with IntelliPro Fire also includes • IntelliPro Fire transmits full alarm data from virtually any fire alarm panel digital communicator • Alarm format support for Contact ID, Pulse, as well as Bosch Modem Ile and Modem Illa • Easy installation in AES subscriber • Operates in applications with or without a phone line Wireless mesh networking is an innovative technology adopted by many industries with applications that need to communicate data over a large geographicv area with a high level of reliability at a low total cost of ownership. The advanced design and 2 -way communications capability provides easy installation, expansion, and management when compared to alternative communication methods, both wired and wireless. 7744F/7788F Series Technical Specifications 7788F/7744F Series Subscriber Dimensions • 13.25"H x 8.5"W x 4.3"D (34cm H x 21.5cm W x 11 cm D) Weight • Approx. 7 pounds (3.2 kilograms), excludes battery. Radio Frequency • Standard Frequency Range: 450-470MHz (others available in 400-512MHz range) • Output Power — 2 Watts Antenna • Included 2.5 db tamper resistant antenna mounts on enclosure • Multiple remote antenna options available Power Input • 16.5VAC, 40VA transformer (not included) (AES 1640, ELK TRG1640, MG Electronics MGT1640 — UL Listed for use) Backup Battery • Will charge 12V battery up to 7.5 AH. Requires 12VDC 7.5 AH battery for UL 864. Alarm Signal Inputs (subscriber) • 7788F — 8 individually programmable zones • 7744F — 4 individually programmable zones and 4 reverse polarity inputs UL Standards • UL 864 Edition 9 — Standard for Control Units and Accessories for Fire Alarm Systems • UL 365 — Standard for Police Station Connected Burglar Alarm Units and Systems • UL 1681 — Standard for Central Station Burglar Alarm Units Antenna Cut / Communication Trouble Output • Form C relay; fail secure; rated for 24 VDC 1A resistive Reset Button • Located on main circuit board. Operating Temperature • 0° to 50° C (32° to 122°F) Storage Temperature • —10° to 60° C (14° to 140°F) Relative Humidity • 0 to 85% RHC, Non Condensing AES -7794 IntelliPro Fire Packaged with 7744F-ULP and 7788F-ULP Input / Output Connections • RJ11 connection to AES subscriber for module data and power • RJ11 connector for Handheld Programmer/PC programming • RJ31X Telco connections - T and R both in and out via terminal strip and RJ45 • Alarm Panel digital communicator T and R both in and out via termina strip and RJ45 • Trouble output: Form C relay detects if Subscriber is off the network Alarm Formats • Support for Contact ID and Pulse formats as well as Modem Ile and Modem ll1a2 converted to CID Size • 2.8 x 5.0 inches (7.1cm x 12.7cm) Power Requirements • 12 VDC nominal - primary and backup power provided by the AES 7788F/7744F or other Subscriber AES-lntelliNet°" is the industry leader in delivering high-quality mesh radio networks to the fire and secunty industry in commercial, corporate, government. and educational applications with its broad line of products and advanced network management tools. Users of AES-IntelliNet networks have gained significant revenue, communications, and cost advantages while meeting the high standards of reliability required for the fire and security industry AES-IntelliNet alarm monitoring systems are deployed at hundreds of thousands of locations in over 130 countries. "AES CORPORATION For Alarm Monitoring For more information Call 800 -AES -NETS (800-237-6387) IntelliNet AES Corporation I 285 Newbury Street I Peabody, MA 01960 USA Tel. +1 978-535-7310 I Fax +1 978-535-7313 Email info@aes-intellinet.com I Web www.aes-intellinet.com "AES CORPORATION IntelliNet et For Alarm Monitoring How to Order Model Description 7744F 4 Zone Fire Alarm Subscriber with 4 reverse polarity inputs 7744F-ULP 7744F Fire Alarm Subscriber with IntelliPro Fire full data module 7788F 8 Zone Fire Alarm Subscriber 7788F-ULP 7788F Fire Alarm Subscriber with IntelliPro Fire full data module Optional Accessories 7041E Subscriber Handheld Programmer 7794 IntelliPro Fire Full Data Module 1640 Plug-in Transformer: 16.5VAC, 40VA SIA SECURITY Cmh•"Sb""m� NETWORK /Limn A.°e"uw" 'AMERICA Copyright 2012 AES Corporation AES-IntelliNet is a registered trademark of AES Corporation 7788-7744F/1/12/R4 ACCEPTED p Without Comments As Noted In Red p Per The Attached letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City strndards. Acceptance Is subject to errors and omissions which do not authorize violations of adopted -tndards 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 volt this acceptance and will require a resubmittal of revised drawings for subsequent approval. Anal acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /12 I y By: I' E AES Colo«+i.440 ct FA-cr %.* Eti,�c ,baht M. Owe ,4E$ ENswe. 6 rt*iy- JgbJk ol4'"r 04 x4,1'.4 1 t i,1iKWILA FIRE DEPARTMENT P case call 206-5734407 and )ve thi Fire P it No. IL. oL. ,rid exact address for shut- =own hut= awn or re,storction approval NOTICE A 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 termination of the testing • • d ATR10T FIRE PROTECTION NAME BABES US 1 "1S' -co 5c -re -toy DESIGN INFORMA "'' HEET LOCATION So c/7'N4-E-"7ER pA,2,C' 4Y' TVeiv LA, G✓A BUILDING # 3 2707 70TH AVENUE EAST TACOMA, WA 98424 TEL (253) 926-2290 FAX (253) 922-6150 DATE 7/2/ 9 B CONTRACTOR 4/CR.2A eGi/S>�✓c T/OA( CALCULATED BY A/4%, ASN SYSTEM NO CONTRACT NO //- 077¢ DRAWING NO FO Z CONSTRUCTION: - COMBUSTIBLE 0 NON-COMBUSTIBLE _ CEILING HEIGHT I '- " OCCUPANCY PETA/C FT. SYSTEM DESIGN 0:-NFPA 13: NFPA 231 OTHER 0 LT. HAZ. ORD. HAZ. 0 NFPA 231C: FIGURE (Specify) GP. ■ 1 0 2 • EX. HAZ. • • ; CURVE SPECIFIC RULING MADE BY L.'S 2 B DATE AREA OF SPRINKLER OPERATION . DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE 4560 -WET 0 DRY SYSTEM TYPE . ZS 0 DELUGE • PRE -ACTION 1O0 MAKE SIZE TEMPERATURE SPRINKLER OR NOZZLE Iso 2AS6O MODEL Gr CLGCCSSE,D So b __ '/2" K -FACTOR S• G RATING IC. S CALCULATION SUMMARY GPM REQUIRED 15 c\ T• • 5 PSI %z0 REQUIRED of 4. $ AT BASE OF RISER "C" FACTOR USED: OVERHEAD UNDERGROUND I40 WATER SUPPLY DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVOI • & TIME PSI FLOWING 1IIZI 9 S RATED CAPACITY AT PSI ELEVATION CAPACITY t 4- ELEVATION PSI "t 4- 45 8c WELL A " • OF FLOW GPM LOCATION SOURCE OF 170 - II.. 5ovTNCGh(TG t-'ARIC.WAIf INFORMATION W 5R D COMMODITY STORAGE COMMODITY STORAGE STORAGE CLASS LOCATION HEIGHT AREA AISLE WID METHOD: SOLID PILED % PALLETIZED RACK % Y a ROW 0 CONVENTIONAL PALLET ROW 0 SLAVE PALLET ROW • SINGLE • AUTO,- • STORAGE • ENCAPSULATED • DOUBLE • - • LID SHELVING 0 OPEN • NON- ❑ MULTIPLE . ENCAPSULATED • LONGITUDIN FLUE SPACI CHES CLEARANCE FROM TOP OF STORAGE TO CEILING • TRANSVERSE FT IN. HORI e • AL BARRIERS PROVIDED SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926-3708 PATRIFP099CF VANCOUVER, WA OFFICE TEL (360) 699-4403 FAX (360) 699-4485 EQUIVALENT K -FACTOR CALCULATOR Node Spr. Press. Pipe dia. Pipe Ftgs. Total H -W Equiv. Name K-fac. (psi) (in) Len.(ft) Len.(ft) coef. K-fac. DROP 5.60 25.0 1.049 1.00 T 6.00 120 5.44 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 07/02/1998 C:\HASS\HASSDATA\11-0774 •JOB TITLE: WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC RESID. FLOW PRESS. PRESS. @ (PSI) (PSI) (GPM) 145.0 74.0 4586.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) REQ'D PRESS. (PSI) 126.0 2248.5 104.4 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 5.44 56.9 55.1 53.9 53.2 52.9 52.9 52.9 53.0 53.4 54.1 55.4 70.2 26.5 26.5 26.7 27.1 27.7 28.7 30.1 32.0 34.5 37.6 57.1 55.3 54.2 53.5 52.7 52.6 52.6 52.7 53.1 53.9 55.2 61.0 2248.5 GPM 50-0.0 GPM 150.0 GPM 1598.5 GPM DISCHARGE (GPM) 41.0 40.4 39.9 39.7 39.6 39.6 39.6 39.6 39.7 40.0 40.5 45.6 28.0 28.0 28.1 28.3 28.7 29.2 29.9 30.8 31.9 33.4 41.1 40.5 40.0 39.8 39.5 39.5 39.5 39.5 39.6 39.9 40.4 42.5 SPRINKLER Date: 07/02/1998 •JOB TITLE: NODE TAG ELEVATION NODE TYPE (FT) SYSTEM HYDRAULIC ANALYSIS Page 2 35 36 37 38 39 40 41 42 Al A2 A3 A4 A5 A6 A7 A8 A9 A10 All Al2 A13 A14 A15 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 Cl C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 K= 5.44 K= 5.44 K= 5.44 K= 5.44 K= 5.44 K= 5.44 K= 5.44 K= 5.44 PRESSURE ' (PSI) 59.8 59.2 58.9 58.9 58.9 59.1 59.6 60.5 62.9 70.7 63.1 65.3 72.4 72.8 72.8 72.9 72.9 72.9 73.0 73.0 84.7 84.7 84.7 69.3 69.3 69.3 69.4 69.4 69.7 69.8 69.8 69.8 69.8 69.8 69.8 83.1 83.1 83.1 83.1 75.2 69.0 75.2 76.6 80.4 81.1 81.2 81.3 81.5 81.6 81.8 82.0 83.8 84.0 84.0 DISCHARGE (GPM) 42.1 41.9 41.8 41.7 41.7 41.8 42.0 42.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 07/02/1998 JOB TITLE: NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) D1 23.0 79.7 D2 23.0 79.7 D3 23.0 79.8 D4 23.0 79.9 D5 23.0 80.0 D6 23.0 80.7 D7 23.0 80.8 D8 23.0 80.9 D9 23.0 81.1 D10 23.0 81.2 D11 23.0 81.4 D12 23.0 81.7 D13 23.0 81.9 D14 23.0 82.2 D15 23.0 82.4 D16 23.0 83.1 TOR 23.0 83.8 BOR 0.5 HOSE STREAM 94.8 150.0 U1 0.0 96.5 U3 0.0 97.6 U4 0.0 98.5 DD1 0.0 98.9 DD2 0.0 103.9 CITY 0.0 SOURCE 104.4 1748.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 1 235.6 2.227 PL 4.25 Al 19.0 0.0 62.9 0.0 19.4 120 FTG T 1 19.5 5.4 56.9 41.0 0.319 TL 18.25 Pipe: 2 194.6 2.227 1 19.5 5.4 56.9 41.0 16.0 120 2 19.5 5.4 55.1 40.4 0.224 Pipe: 3 154.2 2.227 2 19.5 5.4 55.1 40.4 12.7 120 3 19.5 5.4 53.9 39.9 0.146 Pipe: 4 114.3 2.227 3 19.5 5.4 53.9 39.9 9.4 120 4 19.5 5.4 53.2 39.7 0.084 PL FTG TL 8.00 8.00 PL 8.00 FTG ---- TL 8.00 PL FTG TL 8.00 8.00 Pipe: 5 74.6 2.227 PL 8.00 4 19.5 5.4 53.2 39.7 6.1 120 FTG ---- 5 19.5 5.4 52.9 39.6 0.038 TL 8.00 Pipe: 6 5 19.5 6 19.5 35.0 2.227 5.4 52.9 39.6 2.9 120 5.4 52.9 39.6 0.009 Pipe: 7 -4.6 2.227 6 19.5 5.4 52.9 39.6 0.4 120 7 19.5 5.4 52.9 39.6 0.000 PL 8.00 FTG TL 8.00 PL FTG TL 8.00 8.00 Pipe: 8 -44.1 2.227 PL 8.00 7 19.5 5.4 52.9 39.6 3.6 120 FTG ---- 8 19.5 5.4 53.0 39.6 0.014 TL 8.00 Pipe: 9 -83.7 2.227 PL 8.00 8 19.5 5.4 53.0 39.6 6.9 120 FTG ---- 9 19.5 5.4 53.4 39.7 0.047 TL 8.00 Pipe: 10 -123.4 2.227 PL 8.00 9 19.5 5.4 53.4 39.7 10.2 120 FTG ---- 10 19.5 5.4 54.1 40.0 0.096 TL 8.00 Pipe: 11 -163.5 2.227 PL 10 19.5 5.4 54.1 40.0 13.5 120 FTG 11 19.5 5.4 55.4 40.5 0.162 TL 11 Cl Pipe: 12 -204.0 2.227 19.5 5.4 55.4 40.5 16.8 120 19.0 0.0 75.2 0.0 0.244 Pipe: 13 45.6 2.227 A2 19.0 0.0 70.7 0.0 3.8 120 12 19.5 5.4 70.2 45.6 0.015 8.00 8.00 PL 52.00 FTG 2ET TL 80.00 PL 4.25 FTG T TL 18.25 Page 4 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 5.8 -0.2 2.5 1.8 0.0 1.7 1.2 0.0 1.1 0.7 0.0 0.6 0.3 0.0 0.3 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1 0.4 0.0 0.3 0.8 0.0 0.7 1.3 0.0 1.2 19.5 0.2 1.9 0.3 -0.2 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 JOB TITLE: PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 14 13 19.5 14 19.5 Pipe: 15 14 19.5 15 19.5 Pipe: 16 15 19.5 16 19.5 Pipe: 17 16 19.5 17 19.5 Pipe: 18 17 19.5 18 19.5 Pipe: 19 18 19.5 19 19.5 Pipe: 20 19 19.5 20 19.5 Pipe: 21 20 19.5 21 19.5 Pipe: 22 21 19.5 22 19.5 Pipe: 23 22 19.5 C2 19.0 Pipe: 24 A3 19.0 23 19.5 Pipe: 25 23 19.5 24 19.5 Pipe: 26 24 19.5 25 19.5 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT - 28.0 2.227 PL 8.00 5.4 26.5 28.0 2.3 120 FTG ---- 5.4 26.5 28.0 0.006 TL 8.00 - 56.0 2.227 PL 5.4 26.5 28.0 4.6 120 FTG 5.4 26.7 28.1 0.022 TL -84.1 2.227 PL 5.4 26.7 28.1 6.9 120 FTG 5.4 27.1 28.3 0.047 TL 8.00 8.00 8.00 8.00 - 112.5 2.227 PL 8.00 5.4 27.1 28.3 9.3 120 FTG ---- 5.4 27.7 28.7 0.081 TL 8.00 - 141.1 2.227 PL 8.00 5.4 27.7 28.7 11.6 120 FTG 5.4 28.7 29.2 0.124 TL 8.00 - 170.3 2.227 PL 8.00 5.4 28.7 29.2 14.0 120 FTG ---- 5.4 30.1 29.9 0.175 TL 8.00 - 200.1 2.227 5.4 30.1 29.9 16.5 120 5.4 32.0 30.8 0.236 - 230.9 2.227 5.4 32.0 30.8 19.0 120 5.4 34.5 31.9 0.307 - 262.9 2.227 5.4 34.5 31.9 21.7 120 5.4 37.6 33.4 0.391 - 296.2 2.227 5.4 37.6 33.4 24.4 120 0.0 69.0 0.0 0.487 234.0 2.227 0.0 63.1 0.0 19.3 120 5.4 57.1 41.1 0.315 192.9 2.227 5.4 57.1 41.1 15.9 120 5.4 55.3 40.5 0.220 152.4 2.227 5.4 55.3 40.5 12.6 120 5.4 54.2 40.0 0.142 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL 50.00 FTG T TL 64.00 PL 4.25 FTG T TL 18.25 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 Page 5 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 0.0 0.0 0.2 0.0 0.1 0.4 0.0 0.3 0.6 0.0 0.6 1.0 0.0 0.9 1.4 0.0 1.3 1.9 0.0 1.8 2.5 0.0 2.4 3.1 0.0 3.2 31.2 0.2 4.0 5.7 -0.2 2.5 1.8 0.0 1.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 JOB TITLE: PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 27 25 19.5 26 19.5 Pipe: 28 26 19.5 27 19.5 Pipe: 29 27 19.5 28 19.5 Pipe: 30 28 19.5 29 19.5 Pipe: 31 29 19.5 30 19.5 Pipe: 32 30 19.5 31 19.5 Pipe: 33 31 19.5 32 19.5 Pipe: 34 32 19.5 33 19.5 Pipe: 35 33 19.5 C3 19.0 Pipe: 36 A4 19.0 34 19.5 Pipe: 37 34 19.5 35 19.5 Pipe: 38 35 19.5 36 19.5 Pipe: 39 36 19.5 37 19.5 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 112.4 2.227 5.4 54.2 40.0 9.3 120 5.4 53.5 39.8 0.081 72.5 2.227 5.4 53.5 39.8 6.0 120 5.4 52.7 39.5 0.036 33.1 2.227 5.4 52.7 39.5 2.7 120 5.4 52.6 39.5 0.008 -6.4 2.227 5.4 52.6 39.5 0.5 120 5.4 52.6 39.5 0.000 - 45.8 2.227 5.4 52.6 39.5 3.8 120 5.4 52.7 39.5 0.015 - 85.4 2.227 5.4 52.7 39.5 7.0 120 5.4 53.1 39.6 0.049 PL 8.00 FTG ---- TL 8.00 PL 10.00 FTG 2E TL 24.00 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL 8.00 FTG ---- TL 8.00 PL FTG TL -125.0 2.227 PL 5.4 53.1 39.6 10.3 120 FTG 5.4 53.9 39.9 0.099 TL 8.00 8.00 8.00 8.00 -164.9 2.227 PL 8.00 5.4 53.9 39.9 13.6 120 FTG ---- 5.4 55.2 40.4 0.165 TL 8.00 -205.4 2.227 PL 52.00 5.4 55.2 40.4 16.9 120 FTG 2ET 0.0 75.2 0.0 0.247 TL 80.00 195.9 2.227 PL 4.25 0.0 65.3 0.0 16.1 120 FTG T 5.4 61.0 42.5 0.227 TL 18.25 153.4 2.227 PL 8.00 5.4 61.0 42.5 12.6 120 FTG ---- 5.4 59.8 42.1 0.144 TL 8.00 111.3 2.227 PL 8.00 5.4 59.8 42.1 9.2 120 FTG ---- 5.4 59.2 41.9 0.080 TL 8.00 69.5 2.227 PL 8.00 5.4 59.2 41.9 5.7 120 FTG ---- 5.4 58.9 41.8 0.033 TL 8.00 Page 6 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.6 0.0 0.6 0.9 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.4 0.0 0.3 0.8 0.0 0.7 1.3 0.0 1.2 19.8 0.2 1.9 4.1 -0.2 1.8 1.2 0.0 1.1 0.6 0.0 0.6 0.3 0.0 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 JOB TITLE: PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 40 37 19.5 38 19.5 Pipe: 41 38 19.5 39 19.5 Pipe: 42 39 19.5 40 19.5 Pipe: 43 40 19.5 41 19.5 Pipe: 44 41 19.5 42 19.5 Pipe: 45 42 19.5 C4 19.0 Al El Pipe: 46 19.0 23.0 Pipe: 47 A2 19.0 B2 23.0 Pipe: 48 A3 19.0 B3 23.0 Pipe: 49 A4 19.0 B4 23.0 Pipe: 50 A5 19.0 B5 23.0 Pipe: 51 A6 19.0 B6 23.0 Pipe: 52 A7 19.0 B7 23.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 27.7 2.227 PL 8.00 5.4 58.9 41.8 2.3 120 FTG ---- 5.4 58.9 41.7 0.006 TL 8.00 - 14.0 2.227 PL 8.00 5.4 58.9 41.7 1.2 120 FTG 5.4 58.9 41.7 0.002 TL 8.00 -55.8 2.227 PL 8.00 5.4 58.9 41.7 4.6 120 FTG ---- 5.4 59.1 41.8 0.022 TL 8.00 - 97.6 2.227 PL 8.00 5.4 59.1 41.8 8.0 120 FTG ---- 5.4 59.6 42.0 0.062 TL 8.00 -139.6 2.227 PL 8.00 5.4 59.6 42.0 11.5 120 FTG ---- 5.4 60.5 42.3 0.121 TL 8.00 - 181.9 2.227 5.4 60.5 42.3 15.0 120 0.0 76.6 0.0 0.198 -235.6 2.227 0.0 62.9 0.0 19.4 120 0.0 69.3 0.0 0.319 -45.6 2.227 0.0 70.7 0.0 3.8 120 0.0 69.3 0.0 0.015 -234.0 2.227 0.0 63.1 0.0 19.3 120 0.0 69.3 0.0 0.315 - 195.9 2.227 0.0 65.3 0.0 16.1 120 0.0 69.4 0.0 0.227 85.9 2.227 0.0 72.4 0.0 7.1 120 0.0 69.4 0.0 0.049 87.6 2.227 0.0 72.8 0.0 7.2 120 0.0 69.7 0.0 0.051 88.0 2.227 0.0 72.8 0.0 7.2 120 0.0 69.8 0.0 0.052 PL 66.00 FTG T TL 80.00 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 Page 7 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.5 0.0 0.4 1.0 0.0 0.9 15.8 0.2 1.5 8.1 - 1.7 2.5 0.4 - 1.7 0.1 8.0 - 1.7 2.5 5.8 -1.7 1.8 1.3 - 1.7 0.3 1.3 -1.7 0.4 1.3 -1.7 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 •JOB TITLE: PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 53 A8 19.0 B8 23.0 Pipe: 54 A9 19.0 B9 23.0 A10 B10 All B11 Al2 B12 A13 B13 A14. B14 A15 B15 Cl D1 Pipe: 55 19.0 23.0 Pipe: 56 19.0 23.0 Pipe: 57 19.0 23.0 Pipe: 58 19.0 23.0 Pipe: 58A 19.0 23.0 Pipe: 58B 19.0 23.0 Pipe: 59 19.0 23.0 Pipe: 60 C2 19.0 D2 23.0 Pipe: 61 C3 19.0 D3 23.0 Pipe: 62 C4 19.0 D4 23.0 Pipe: 63 C5 19.0 D5 23.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 88.5 2.227 PL 4.50 0.0 72.9 0.0 7.3 120 FTG ET 0.0 69.8 0.0 0.052 TL 25.50 89.1 2.227 PL 4.50 0.0 72.9 0.0 7.3 120 FTG ET 0.0 69.8 0.0 0.053 TL 25.50 89.8 2.227 PL 4.50 0.0 72.9 0.0 7.4 120 FTG ET 0.0 69.8 0.0 0.054 TL 25.50 90.6 2.227 0.0 73.0 0.0 7.5 120 0.0 69.8 0.0 0.054 91.5 2.227 0.0 73.0 0.0 7.5 120 0.0 69.8 0.0 0.055 -26.8 2.227 0.0 84.7 0.0 2.2 120 0.0 83.1 0.0 0.006 -23.8 2.227 0.0 84.7 0.0 2.0 120 0.0 83.1 0.0 0.005 -23.8 2.227 0.0 84.7 0.0 2.0 120 0.0 83.1 0.0 0.005 0.0 75.2 0.0 0.0 79.7 0.0 0.0 69.0 0.0 0.0 79.7 0.0 0.0 75.2 0.0 0.0 79.8 0.0 204.0 2.227 16.8 120 0.244 - 296.2 2.227 24.4 120 0.487 - 205.4 2.227 16.9 120 0.247 - 181.9 2.227 0.0 76.6 0.0 15.0 120 0.0 79.9 0.0 0.198 -85.9 2.227 0.0 80.4 0.0 7.1 120 0.0 80.0 0.0 0.049 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG FT TL 25.50 Page 8 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.3 - 1.7 0.4 1.3 -1.7 0.4 1.4 -1.7 0.4 1.4 - 1.7 0.4 1.4 - 1.7 0.4 0.1 - 1.7 0.0 0.1 - 1.7 0.0 0.1 - 1.7 0.0 6.2 - 1.7 1.9 12.4 -1.7 4.0 6.3 - 1.7 1.9 5.0 - 1.7 1.5 1.3 - 1.7 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 •JOB TITLE: PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 64 C6 19.0 D6 23.0 Pipe: 65 C7 19.0 D7 23.0 Pipe: 66 C8 19.0 D8 23.0 Pipe: 67 C9 19.0 D9 23.0 C10 D10 C11 D11 C12 D12 C13 D13 C14 D14 C15 D14 Pipe: 68 19.0 23.0 Pipe: 69 19.0 23.0 Pipe: 70 19.0 23.0 Pipe: 71 19.0 23.0 Pipe: 71A 19.0 23.0 Pipe: 71B 19.0 23.0 Pipe: 72 A5 19.0 C5 19.0 Pipe: 73 A6 19.0 C6 19.0 Pipe: A7 C7 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT -87.6 2.227 0.0 81.1 0.0 7.2 120 0.0 80.7 0.0 0.051 - 88.0 2.227 0.0 81.2 0.0 7.2 120 0.0 80.8 0.0 0.052 -88.5 2.227 0.0 81.3 0.0 7.3 120 0.0 80.9 0.0 0.052 -89.1 2.227 0.0 81.5 0.0 7.3 120 0.0 81.1 0.0 0.053 0.0 81.6 0.0 81.2 -89.8 2.227 0.0 7.4 120 0.0 0.054 - 90.6 2.227 0.0 81.8 0.0 7.5 120 0.0 81.4 0.0 0.054 - 91.5 2.227 0.0 82.0 0.0 7.5 120 0.0 81.7 0.0 0.055 26.8 2.227 0.0 83.8 0.0 2.2 120 0.0 81.9 0.0 0.006 23.8 2.227 0.0 84.0 0.0 2.0 120 0.0 82.2 0.0 0.005 0.0 84.0 0.0 82.2 23.8 2.227 0.0 2.0 120 0.0 0.005 - 85.9 2.227 0.0 72.4 0.0 7.1 120 0.0 80.4 0.0 0.049 - 87.6 2.227 0.0 72.8 0.0 7.2 120 0.0 81.1 0.0 0.051 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 4.50 FTG ET TL 25.50 PL 134.25 FTG 2T TL 162.25 PL 134.25 FTG 2T TL 162.25 74 2.227 PL 134.25 19.0 0.0 72.8 0.0 7.2 120 FTG 2T 19.0 0.0 81.2 0.0 0.052 TL 162.25 -88.0 Page 9 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.3 - 1.7 0.4 1.3 - 1.7 0.4 1.3 - 1.7 0.4 1.3 - 1.7 0.4 1.4 - 1.7 0.4 1.4 -1.7 0.4 1.4 - 1.7 0.4 0.1 -1.7 0.0 0.1 -1.7 0.0 0.1 - 1.7 0.0 8.0 0.0 0.3 8.3 0.0 0.4 8.4 0.0 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 •JOB TITLE: PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 75 A8 19.0 C8 19.0 Pipe: 76 A9 19.0 C9 19.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT - 88.5 2.227 PL 134.25 0.0 72.9 0.0 7.3 120 FTG 2T 0.0 81.3 0.0 0.052 TL 162.25 - 89.1 2.227 PL 134.25 0.0 72.9 0.0 7.3 120 FTG 2T 0.0 81.5 0.0 0.053 TL 162.25 Pipe: 77 -89.8 2.227 PL 134.25 A10 19.0 0.0 72.9 0.0 7.4 120 FTG 2T C10 19.0 0.0 81.6 0.0 0.054 TL 162.25 All C11 Al2 C12 A13 C13 A14 C14 A15 C15 Pipe: 78 -90.6 2.227 PL 134.25 19.0 0.0 73.0 0.0 7.5 120 FTG 2T 19.0 0.0 81.8 0.0 0.054 TL 162.25 Pipe: 79 -91.5 2.227 PL 134.25 19.0 0.0 73.0 0.0 7.5 120 FTG 2T 19.0 0.0 82.0 0.0 0.055 TL 162.25 Pipe: 80 26.8 2.227 PL 134.25 19.0 0.0 84.7 0.0 2.2 120 FTG 2T 19.0 0.0 83.8 0.0 0.006 TL 162.25 Pipe: 80A 19.0 19.0 Pipe: 80B 19.0 19.0 Pipe: 81 81 23.0 B2 23.0 Pipe: 82 B2 23.0 B3 23.0 Pipe: 83 B3 23.0 B4 23.0 Pipe: 84 B4 23.0 B5 23.0 Pipe: 85 B5 23.0 B6 23.0 0.0 84.7 0.0 84.0 0.0 84.7 0.0 84.0 0.0 69.3 0.0 69.3 0.0 69.3 0.0 69.3 0.0 69.3 0.0 69.4 0.0 69.4 0.0 69.4 0.0 69.4 0.0 69.7 23.8 2.227 0.0 2.0 120 0.0 0.005 23.8 2.227 0.0 2.0 120 0.0 0.005 -235.6 6.065 0.0 2.6 120 0.0 0.002 - 281.2 8.071 0.0 1.8 120 0.0 0.001 -515.2 8.071 0.0 3.2 120 0.0 0.003 -711.0 8.071 0.0 4.5 120 0.0 0.005 - 625.1 8.071 0.0 3.9 120 0.0 0.004 PL 134.25 FTG 2T TL 162.25 PL 134.25 FTG 2T TL 162.25 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG TL 12.00 PL 12.00 FTG 4E TL 84.00 Page 10 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 8.5 0.0 0.4 8.6 0.0 0.4 8.7 0.0 0.4 8.8 0.0 0.4 9.0 0.0 0.4 0.9 0.0 0.0 0.7 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.3 0.0 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 JOB TITLE: PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 86 B6 23.0 B7 23.0 Pipe: 87 B7 23.0 B8 23.0 Pipe: 88 B8 23.0 B9 23.0 Pipe: 89 B9 23.0 B10 23.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT - 537.5 8.071 PL 12.00 0.0 69.7 0.0 3.4 120 FTG ---- 0.0 69.8 0.0 0.003 TL 12.00 -449.5 8.071 0.0 69.8 0.0 2.8 120 0.0 69.8 0.0 0.002 - 361.0 8.071 0.0 69.8 0.0 2.3 120 0.0 69.8 0.0 0.001 - 271.9 8.071 0.0 69.8 0.0 1.7 120 0.0 69.8 0.0 0.001 Pipe: 90 -182.2 B10 23.0 0.0 69.8 0.0 1.1 B11 23.0 0.0 69.8 0.0 B11 B12 B13 B14 B14 B15 B15 B16 Pipe: 8.071 120 0.000 91 -91.6 8.071 23.0 0.0 69.8 0.0 0.6 120 23.0 0.0 69.8 0.0 0.000 Pipe: 92 23.0 23.0 Pipe: 93 23.0 23.0 Pipe: 94 23.0 23.0 Pipe: 95 D1 23.0 D2 23.0 Pipe: D2 D3 Pipe: D3 D4 -26.8 8.071 0.0 83.1 0.0 0.2 120 0.0 83.1 0.0 0.000 -50.6 8.071 0.0 83.1 0.0 0.3 120 0.0 83.1 0.0 0.000 -74.4 8.249 0.0 83.1 0.0 0.4 120 0.0 83.1 0.0 0.000 -204.0 6.065 0.0 79.7 0.0 2.3 120 0.0 79.7 0.0 0.002 96 -500.2 6.065 23.0 0.0 79.7 0.0 5.6 120 23.0 0.0 79.8 0.0 0.010 97 -705.6 8.071 23.0 0.0 79.8 0.0 4.4 120 23.0 0.0 79.9 0.0 0.005 Pipe: 98 D4 23.0 D5 23.0 -887.5 8.071 0.0 79.9 0.0 5.6 120 0.0 80.0 0.0 0.007 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 2.33 FTG T TL 44.33 PL 8.00 FTG ---- TL 8.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 Page 11 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.2 0.1 0.0 0.1 0.1 0.0 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 •JOB TITLE: PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 99 D5 23.0 D6 23.0 Pipe: 100 D6 23.0 D7 23.0 Pipe: 101 D7 23.0 D8 23.0 Pipe: 102 D8 23.0 D9 23.0 Pipe: 103 D9 23.0 D10 23.0 D10 D11 D11 D12 D12 D13 D13 D14 D14 D15 D15 D16 B16 D16 Pipe: 104 23.0 23.0 Pipe: 105 23.0 23.0 Pipe: 106 23.0 23.0 Pipe: 107 23.0 23.0 Pipe: 108 23.0 23.0 Pipe: 109 23.0 23.0 Pipe: 110 23.0 23.0 Pipe: 111 D16 23.0 TOR 23.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT -973.4 8.071 0.0 80.0 0.0 6.1 120 0.0 80.7 0.0 0.008 - 1061.0 8.071 0.0 80.7 0.0 6.7 120 0.0 80.8 0.0 0.010 - 1149.0 8.071 0.0 80.8 0.0 7.2 120 0.0 80.9 0.0 0.011 -1237.5 8.071 0.0 80.9 0.0 7.8 120 0.0 81.1 0.0 0.013 - 1326.6 8.071 0.0 81.1 0.0 8.3 120 0.0 81.2 0.0 0.015 -1416.3 8.071 0.0 81.2 0.0 8.9 120 0.0 81.4 0.0 0.017 -1507.0 8.071 0.0 81.4 0.0 9.5 120 0.0 81.7 0.0 0.019 - 1598.5 8.071 0.0 81.7 0.0 10.0 120 0.0 81.9 0.0 0.021 -1571.7 8.071 0.0 81.9 0.0 9.9 120 0.0 82.2 0.0 0.020 - 1524.1 8.071 0.0 82.2 0.0 9.6 120 0.0 82.4 0.0 0.019 -1524.1 8.249 0.0 82.4 0.0 9.1 120 0.0 83.1 0.0 0.017 -74.4 8.249 0.0 83.1 0.0 0.4 120 0.0 83.1 0.0 0.000 -1598.5 8.249 0.0 83.1 0.0 9.6 120 0.0 83.8 0.0 0.019 PL 12.00 FTG 4E TL 84.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL 12.00 FTG ---- TL 12.00 PL _12.00 FTG -- TL 12.00 PL 2.33 FTG T TL 44.33 PL 136.00 FTG -- TL 136.00 PL 4.79 FTG 2L TL 33.79 Page 12 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.7 0.0 0.3 0.1 0.0 0.3 0.1 0.0 0.3 0.2 0.0 0.4 0.2 0.0 0.5 0.2 0.0 0.5 0.2 0.0 0.6 0.2 0.0 0.7 0.2 0.0 0.7 0.2 0.0 0.6 0.8 0.0 0.6 0.0 0.0 0.0 0.6 0.0 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 •JOB 'TITLE: PIPE DATA (cont.) Page 13 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 112 -1598.5 8.249 PL 20.21 PF 1.3 TOR 23.0 0.0 83.8 0.0 9.6 120 FTG C PE 9.7 BOR 0.5 H.S. 94.8 150.0 0.019 TL 70.21 PV 0.6 Pipe: 113 -1748.5 10.520 PL 190.00 PF 1.5 BOR 0.5 H.S. 94.8 150.0 6.5 140 FTG TLG PE 0.2 Ui 0.0 0.0 96.5 0.0 0.005 TL 291.00 PV 0.3 Pipe: 114 -1748.5 10.520 PL 140.00 PF 1.0 U1 0.0 0.0 96.5 0.0 6.5 140 FTG 2E PE 0.0 U3 0.0 0.0 97.6 0.0 0.005 TL 202.00 PV 0.3 Pipe: 115 -1748.5 10.520 PL 130.00 PF 1.0 U3 0.0 0.0 97.6 0.0 6.5 140 FTG 2E PE 0.0 U4 0.0 0.0 98.5 0.0 0.005 TL 192.00 PV 0.3 Pipe: 116 -1748.5 10.520 PL 80.00 PF 0.4 U4 0.0 0.0 98.5 0.0 6.5 140 FTG ---- PE 0.0 DD1 0.0 0.0 98.9 0.0 0.005 TL 80.00 PV 0.3 Pipe: 117 FIXED PRESSURE LOSS DEVICE DD2 0.0 0.0 103.9 0.0 5.0 psi, 1748.5 gpm DD1 0.0 0.0 98.9 0.0 Pipe: 118 -1748.5 10.520 PL 20.00 PF 0.5 DD2 0.0 0.0 103.9 0.0 6.5 140 FTG TG PE 0.0 CITY 0.0 SRCE 104.4 (N/A) 0.005 TL 98.00 PV 0.3 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.090 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 24.4 ft/sec at pipe 23. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 -JOB 'TITLE: (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 26.491 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 27.856 psi d. Remote area is located adjacent (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A Diameter (in) to right cross main MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly Page 14 in Feet G A GatVly AlmChk D DPV1v 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 15.00 8.071 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 8.249 20.00 42.00 14.50 50.00 13.00 PAGE: D Diameter (in) 10.520 PAGE: F Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatV1v AlmChk D DPV1v 4.00 32.00 30.00 in Feet G GatVly 31.00 71.00 23.00 78.00 27.00 7.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA 2.227 7.00 14.00 4.30 16.00 6.50 in Feet G GATE -V A D AL -VA DRY -VA 1.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 07/02/1998 -JOB TITLE: WATER SUPPLY CURVE 180+ 165+ 150+ *\ I\ \ 135+ \ \\ { 0\ P120+ \ R I \ E I \\ S 1 \ S105+ X \ U 1 R 1 E I \\ 90+ ( I \ P I S 1 175+ ) I 60+ { 45+ 30+ LEGEND " " 1 X = Required Water Supply 1 104.45 psi @ 2248.5 gpm 15+ 1 0 = Available Water Supply " 1 126.01 psi @ 2248.5 gpm * <-74 0 psi @ 4586 gpm Flow Test Point Page 15 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 120VAC DEDICATED 20 AMP CIRCUIT LINE 1 LINE 2 O f 16/2 FPLR TYP., SLC CIRCUITS 4 PR. CAT -5e, QTY. 2, TO TELEPHONE BACKBOARD, TYP TELEPHONE LINES PANEL SLC LOOP D C) N U) CD C (N 14/2 FPLR TYP. NAC CIRCUITS 75cD I5CD FIRE ALARM BOOSTER PANEL $70 'i 4 3OCD I5CD 30CD OCD ..CDOCD •( A I5cD ►i 30CD I5CD I5cD 30CD _1: w 15 CD 30CD 30co 30co 3OC^ D 75cD I5cD I5CD I5CD 30CD I5CD w 4I 5 CD 75cD 30CD KFACP#2 75C FACP#3 I5cD I5CD 15 D 75cD NOTE: ALL DEVICES ARE TIED INTO EXISTING SHELL FIRE ALARM SYSTEM }'. FACP#4 110CD FACP#1 SINGLE LINE DIAGRAM -NOTES: 1. ALL STROBES TO BE SYNCRONIZED 2. ALL HORNS TO BE PROGRAMMED AS TEMPORAL CODE 3 3. ALL INITIATING AND NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS A 4. DEVICES SHOWN ARE REPRESENTATIVE AND CONCEPTUAL ONLY. CONTRACTOR TO PROVIDE ACTUAL DEVICE LAYOUT, ZONING CONFIGURATION, ETC WITHIN THEIR SUBMITTAL PACKAGE FIRE ALARM SYSTEM - RISER DIAGRAM SCALE: NTS v{ 27th It 1G0 St S 1ttd11lSr`: Gt 55)rt-3... '1 1 be Ch r Cake hartoty Straitder IIIuC SatgII Icetiter PIaz� IFS 2I; Sr72TtI1St.. h`7(With N 1611111 $ Macy's Loisucs and ORO tior SW 34th 17211d PI S17GN St 17Eth S 9t 1 IF;IIt !It Ie Air[ott ;c Center t 1TaC WI1s Ixtidii,adtc' CostcoWhafest+ie Gaston v. Slf Ni P1= �`rl,iciSt 3131tri Dow I ke t.., 192nd St tett I iol e! t. le Altpert 1350, St Val 117th SI - to 1Halhit BURLINGTON COAT FACTORY - TUKWILA, WA. SITE PLAN SCALE: S tSlIihst S195111St 2Q10a99alt Terms .P?Ivaev Stnsdit 4 WIRING METHODS ALWAYS BREAK A WIRE BEFORE CONNECTING IT TO A FIRE ALARM DEVICE, NEVER LOOP AN UNBROKEN WIRE UNDER ANY TERMINAL. CONNECT ONLY TWO WIRES UNDER EACH WIRE NUT OR TERMINAL. CORRECT /I RATED WALL FIRE STOP DETAIL SYMBOL EQUIPMENT IIIFIRE RATED WALL CONDUIT, SEE PLANS FOR SIZE AND LOCATION. No no 0 0 NOMINAL 1/4" THICK CAULKING, SEE NOTE #2 BELOW FOR INTUMESCENT ELECTROMETRIC CONCEALED AREAS. MATERIAL FACED ON SIDE WITH ALUMINUM FOIL IN 2" WIDE STRIPS FOR EXPOSED AREA SYSTEM NO. W -L-1001 FIRESTOPPING CONFIG. "A" ONE AND TWO HOUR RATED WALLS NOTES: 1. ENTIRE ASSEMBLY TO BE U.L. APPROVED. REFER TO U.L. BUILDING MATERIALS DIRECTORY SYSTEM NO. W -L-1001 CONFIGURATION "A" FOR ADDITIONAL INFORMATION. 2. CAULK FILL MATERIAL FORCED INTO ANNULAR SPACE TO MAXIMUM 3/16" IN. AND WITH A MINIMUM 1/4" IN. DIAMETER CONTINUOUS BEAD OF CAULK APPLIED TO THE DIAMETER OF CONDUIT AT ITS EGRESS FROM THE WALL. MANUFACTURER "MINNESOTA MINING AND MANUFACTURING CO."- TYPE CP -25 S/L, CP -25 N/S. ' FIRE ALARM LEGEND - NEW EQUIPMENT SYMBOL EQUIPMENT MT. HEIGHT QTY. FIRE ALARM CONTROL PANEL W/DIALER AS REQUIRED 1 FACP B FIRE CONTROL POWER SUPPLY AS REQUIRED 1 FCPS FAC (FIRE ALARM ANNUNCIATOR CIRCUIT) FIRE ALARM CONTROL ANNUNCIATOR PANEL AS REQUIRED 1 ANN MULTIPLE CABLES AS LISTED FIRE ALARM PULL STATION AS REQUIRED 7 I►%i/ FIRE ALARM HORN/STROBE AS REQUIRED 15 A FIRE ALARM STROBE AS REQUIRED 11 O FIRE ALARM SMOKE DETECTOR AS REQUIRED - O SPRINKLER SUPERV. SWITCH AS REQUIRED - wF SPRINKLER FLOW PRESSURE SWITCH AS REQUIRED - 0 SPRINKLER RISER AS REQUIRED - NOTE: ALL DEVICES ARE TIED INTO EXISTING SHELL FIRE ALARM SYSTEM ® Without Comments dAs Noted in Red Per The Attached Letter These plans have beet) reviewed by The Tukwila Fire 'rr vention Bureau ror :::r formance with current City ;tardards. Accepca!l ubiect to errors and :missions which it,) i; u orire violations of adopted . ta1ldards and (rrL '!'he responsibility for the dt: quacy of dest9r: Oth the designer. ,editions, deletion Isior t•, these drawings after i,:;'11s date will void 7;:crerycatrice. and will require a -esubmittal of rwvi t_, `krar;{ r subsequent approval. -final acceptance a The Tukwila Fire Prevcnrcc. Date; -- ? Ao By: ICI test and. Inspection by .btreaU. KlAriLA FIREDEPARTMENT' ryG PAR ITTMEN c d gO6-575-4407 and t VG this Fire Permit No. -O�q and r=eact adc47ess ftar shut- down or r restorption approval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must he presented to the Inspector prior to commencerrl > of cceptance Testing of any t ,re ,\ rrn and Dc t ecLlcn Failure of ?:est ;rti `Si i c,,a t • in a Re -inspection Fee and teim nation 0i t is t ,:::41(-4 MOUNTING REQUIREMENTS FINISHED CEILING OR HIGH CEILING PER NFPA 72 4-4.4 AUDIO/VISUAL AND VISUAL DEVICES LOCATION. WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" INCHES AND NOT GREATER THAN 96" INCHES ABOVE THE FINISHED FLOOR i SMOKE DETECTOR 01 .4 AUDIOVISUAL ON CEILING NOTIFICATION DEVICE PULL STATION 48" MAX TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER PER IFC 907.3.2 FINISHED FLOOR — \ KEYNOTE: 01 REFERENCE POINT-TO-POINT DEVICE DETAILS OR PRODUCT SUBMITTAL DATA SHEETS FOR BACK BOX REQUIREMENTS OF INDIVIDUAL UNITS. OMANUAL PULL STATION INSTALLATION TO BE IN COMPLIANCE WITH IFC 9073.2.1 & ADA 4.27.4. FIRE ALARM CABLE/LINETYPE LEGEND CABLE LINETYPE NFPA 72 CIRCUIT TYPE TYPICAL DEVICES CONDUCTORS SLC (SIGNALING LINE CIRCUIT) SMOKE/PULL/FLOW/TAMPER/PIV SWITCHES 16/2 FPLR A - - B NAC (NOTIFICATION APPLIANCE CIRCUIT) AUDIBLE/VISUAL DEVICES (HORNS/STROBES) 14/2 FPLR C FAC (FIRE ALARM ANNUNCIATOR CIRCUIT) FIRE ALARM ANNUNCIATOR 16/4 FPLR - - MULTIPLE CABLES AS LISTED AS LISTED 3 AS -BUILT 2 REVISION # 1 1 ORIGINAL NO. DATE ENG DESIGN DRAFTING COMMENT 425.9513.3434 e Safety Management 1.1,4 Our #i Concern Is Customer Safety PROJECT MANAGER: Tim Gehlhausen PROJECT ENGINEER: Reid B. Saario PROJECT NUMBER: BURLINGTON COAT FACTORY DESCRIPTION: 17480 SOUTHCENTER PARKWAY TUKWILA, WA. 98188 DESCRIPTION: FIRE ALARM DRAWING NAME: Burlington Coat Factory - FA.dwg CONFIDENTIALJPROPRIETARY SHEET: 1 OF 2 3 3 PAID MAY 1.,3 2111fi TUKWILA FIRE (f) 10 10 10 10 (cD\ P." i• 1;4 tc I." ill 1,1'4 II5cD - - - "•"' I ! 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LLr111111111.4, lIIIlIflhlI1/IIIlm :111,:14,: 1 : f.:•• ill 111114 If 1111.1 111 1111 Mil /1111 -;•j; 11 11114111 /1111 Mi II 1111 /1111 I/II II 9 I 11 1111 A1111/11 11 11 I4414 !HOIr!.!!!!!!!!Ilk Inca 1/! itir."1:0al '" 1!! ' ' , 4 if II 11110111 1/11 11 11".f.!!!'s! 11 11:i 11 1 11 1111 0111 1/1111 !.! 11 1111 /1111 /III 11 3.111!1111i;.1 ILO 1111 /1111 fill 11 1111!!!!!!,!lifil 11ft 1„„ii•-•!..,. • 111111 ANN -•;7 f-!; !**. N \ \ \ \ 1\ \ \ \ • \\\ 1 8/9 .17CIZ 110-09Z .0.9Z 1 41019Z „0493 FIRST FLOOR BURLINGTON COAT FACTORY — FIRE ALARM \ I \ SCALE: 3/32"=l '-0" 0 5'-e 10•-8 21'-e / ti 0-i9Z u0 -.9Z / 3 2 # 1 1 ORIGINALFire NO. DATE ENG DESIGN DRAFTING A E34NT 9AS—BUILTc506m. 34 425REVISION , a . Safety Management LLC Our #1. Concern Is Customer Safely PROJECT MANAGER: Tim Gehlhausen PROJECT ENGINEER: Reid B. Saario PROJECT NUMBER: BURLINGTON COAT FACTORY DESCRIPTION: 17480 SOUTHCENTER PARKWAY TUKWILA, WA. 98188 DESCRIPTION: FIRE ALARM DRAWING NAME: Burlington Coat Factory - FA.dwg CONFIDENTIAL/PROPRIETARY SHEET: 2 OF r 165'-Q" 55'-O" 55-Q" RECEIVING 551-01t 6'-011 A.F.F. @ 10'-611 A.F.F.p@ 9'-0" A.F.F. IN JANITOR (TYP. @ CORE WOM TYP. (403 400 I 411 400 BREAK JANITOR ROOM @9'-0" A.F.F. @ 10'-O" A.F.F. 400 IN FITTING ROOMS TYP. (404) STOCK 022) r� 124 116 2.: (R42) (R42) (R42) ( R4 lir Ai I leg MI UMW "VAMIHIll 0I ,x42) nownotariosiurrammaw amort (R42 (1242) I = li •e � =ma �� ' ' UH' «iI oa'fi * ►iii n, ,i 1 1�.Z4'�s, �7J��iNIII■•iti•INIMmilaO■IIIIIIillli111&111111111111III11111In1111 YI11f11li1111111tiV11 10 ME 111111111111-141110,111111 11113111111 Jinn lairmarair ,inimaaammisiu 11111.111 1111. •TL vigniur : � linimmi111 10 6-8 1111111111 11111111111111 T11itI101111 I1111R 111®111:i1•�% T2 rlimmmriiiiiii m mum., I. ,.............11111M4 MtirCep, 04A, =ilsswarstoms ant orgro P11oilman nununu 1' 111II111111111ii11111111111111111111111111 TAIL:IPI111II 1I 1111111111 T2 T2 T2 111111111111 I11111111111111111111111T11111111111111111A 11111111 A11111111110111, I ,051/M1111111111111111111111ft.PtV//111Ot 1111111111lXL 1�i 7- - MINIM r 11117 111111111111111111111111111111111111111111. -1/4" (l 1-1/2" Wap M . N S1-1/ " FITTING ROOM 1-1/2" 1-1/4" -1/2" 1-1/ @ 10'-0" A.F.F. (TYP. @ CORRID 0 • ASST. MGR. E -LEARN/ TYP. (413 0 06077111=TT,1.1111111 1-1/4" 1-1/4" 1-1/2" out Comments As'ti '' . ' - - t. Per The Attached Letter 1-1/2" 0 1-1/2" 1-1/4" 1-1/2" 1-1 MATCHLINE MATCHLINE MATCHUNE These plans have been reviewed by The Tukwila Fire Prevention Bureau for, conformance with current City `:andards. Acceptance subject to errors and ()mission's which do not 7 i'ohorize violations of adopted ;,.; ndards and ordinances. The responsibility for the ;:adequacy of design rests totally with the designer. Additions, deletions.or revisions to these drawings after date will void this acceptance and will require a ; esubmittai of revised drawings for subsequent approval. =inai acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. NevvIH ;ate: S- •' -Icy By: MATCHLINE TUKWILA FIRE DEPARTMENT Please cal; 206-5754407 and • give,. thjs Fire Permit Na. and exact address for shut- down down or resttralonapproval; lAST MATCHLINE ALF F R J DR /KL -R LA 1, i U LTi I 012345 10 20 MATCHLINE "Zr MATCHLINE MATCHUNE MATCHLINE EL! /I NOTES: 1. THE FIRE SPRINKLER SYSTEM IS DESIGNED TO NFPA-13 (2013 EDITION) AND THE REQUIREMENTS OF THE CITY OF TUKWILA ARE DEPARTMENT. 2. BRIMSTONE ARE SAFETY IS USING BRASS UPRIGHT HEADS TO MATCH EXITING WHERE FULL HEIGHT WALLS ARE DISTRUPTING EXISTING UPRIGHT COVERAGE. WHITE SEMI -RECESSED PENDENT IN NEV CEIUNGS. 3. ALL DROPS AND ARM OVERS WILL BE THREADABLE THINWALL STEEL PIPE TO FLEX DROPS. 4. ALL HANGERS WILL BE SWD-20 SAMMY SIDEWINDERS OR GST -20 SAMMY AS NEEDED TO THE 2X6 TRUSSES, HANGED PER NFPA-13. 5. THE CITY OF TUKWILA REQUIRES EXPANSION RINGS OVER OVERSIZED HOLES IF HARD PIPE DROPS ARE USED WITHOUT A MEANS FOR SEISMIC MOVEMENT, IE FLEX DROP. 6. BRIMSTONE ARE DOES NOT GUARANTEE THE PERFORMANCE, OR THE CODE COMPLIANCE OF ANY EXISTING SPRINKLER SYSTEM EXCEPT FOR WORK PERFORMED DIRECTLY BY BRIMSTONE ARE SAFETY. 7. IT IS THE OWNERS AND TENETS RESPONSIBILITY TO MAINTAIN A 40' MINIMUM TEMPERATURE WHERE WET TYPE SPRINKLER SYSTEMS ARE INSTALLED. 8. THE EXISTING SHELL SPRINKLER SYSTEM IS DESIGNED TO BE IN 1998 .28 GPM/4000 SQ.FT. AT THE RATE OF 1598.5 GPM AT 94.8 PSI AT THE BASE OF RISER. 9. THIS IS AN EXISTING STRIPMALL BUILDING BEING USED IN A MERCANTILE CAPACI1Y. 10. THE TENET IS A MERCANTILE SPACE THAT WILL REQUIRE ORDINARY HAZARD GROUP II .2 GPM/2000 SQ.FT. WITH A HOSE ALLOWANCE OF 250GPM. THE EXISTING SHELL SYSTEM IS DESIGNED ABOVE THIS REQUIREMENT AND IS ADEQUATE. 11. EXISTING SPRINKLER AREA +- 38,021 SQ. FT., NEW PENDENT COVERAGE +-3,402 SQ. FT. 12. THE ROOF DECK IS 21'-O" TYPICAL DIMENSION. 13. THE EXISTING GARAGE DOORS ARE NOT CURL -IN BUT ROLL UP DOORS AND DO NOT REQUIRE A HSW. 14. THE ENTIRE BUILDING IS OF COMBUSTIBLE CONSTRUCTION, AND WILL HAVE UPRIGHT COVERAGE THROUGHOUT INCLUDING ABOVE CEILINGS. 15. THE CITY OF TUKWILA DOESN'T RECOGNIZE LIGHT HAZARD. SCOPE OF WORK: BRIMSTONE FIRE SAFETY MANAGEMENT IS INSTAWNG (45) FOURTY-FIVE PENDENT AND (2) SEVEN UPRIGHT SPRINKLERS FOR THE TENET IMPROVEMENT FOR A TOTAL OF 47 SPRINKLERS. Sprinkler Head Schedule Symbol Count Thread K -Factor Description Note Oi 45 1/2" 5.6 GLOBE PENDENT on Drop 0 0 1 /2" 5.6 EXISTING UPRIGHT • 0 1 /2" 5.6 EXISITING DRY PENDENT on Drop ® 2 1 /2" 5.6 GLOBE UPRIGHT 47 = Total Number of Heads This Floor 0 GLOBE PENDENT SPRINKLER, WHITE ESCUTCHEON, 155', 1" ORIFICE, K=5.6, WHITE HEAD, GL5601, ON 48" EASY FLEX ® GLOBE UPRIGHT SPRINKLER, BRASS, 155', Y" ORIFICE, K=5.6, GL5661 SR • EXISTING DRY PENDENT SPRINKLER 0 EXISTING UPRIGHT, SR WD -20 SAMMY SIDEWINDER 2X6 WOOD TRUSS ATR ING HANGER IPE A\CIR 0 SCALE 0 SCALE rsaas-aaasasaa---- III lit III MNI alt aamom sq 0 WASHINGTON STATE a CERTIFICATE OF.COMPETENCY it FIRE PROTECTION SPRINKLER SYSTEMS 1 o Darin Syverson I3135-0914-C Level3 Brimstone Fire Safety Management, .L.C. Ili o BRIMSFS� 9181<O' I �-� -' II -' . ' 5/13%2016 c. -- ii Signature Oaaaariaaamum anor rraaaamt saasa Date I I I I Expires 12/31/16 D ST -20 SAMMY 2X6 WOOD TRUSS ATR TNG HANGER WE TA LS ® 8" UG ® 8" FLANGE © 8" FLEX COUPLING O 8" MECHANICAL JOINT ® FLOW SWITCH ® 2" MAIN DRAIN © DRAIN TO OUTSIDE ® 4" TO DRY 0.2" PLUG MECH. TEE © 8" WET TO SYSTEM ® 2" PIPESTAND O 4" BUTTERFLY VALVE ® 4" DRY PIPE VALVE • 2-1/2" DRY TO EXTERIOR CANOPY SER IL -NATIO 4E" SLA PAID MAY 1.8 201h TUKWILA FIRE / SYMBOLS Symbol Description Ceiling Height - f•0'o" ) Elev. Below Top of Steel Elev. Above Finished Floor Hydraulic Reference Points Common Connection Point T Denotes Hanger Location C Rise up or down Electrical Light (oH1) Room Hazard Classification Sprinkler Head Cage EXISTING SPRINKLER PIPE REVISIONS Drawing Title FIRE PROTECTION PLAN Project No. 16-1033 Drawn By MARTIN TRAICOFF Scale 1 /8"= Date 05/04/2016 DWG Type SUBMITTAL DWG COAT FACTORY 0 C7 rY J� m� CO CO COoo SOUTHCENTE PKWYTUKWILA,WA eamti ENOn w igco 0 coillstfa 0 rata ot l�eeaa m➢ou h N N F 19 OF N i —g•--�I MATCHLINE MATCHLINE 1/21 1_1/2- --0 1-1/4" o- 1-1/4" MATCHLINE 1-1/2" 1-1/2" 1-1 /2" —0— _o MATCHLINE MATCHLINE c\1 I J T —0 T `_I — O 1 --0— t —0 MATCH UNE ii L 1-1/2" 1-1/4"-0— -o 1 F.-- —11'-0"— I !_ MATCHUNE MATCHLINE 1-1 /4" 1-1/2" —o 1-1/2" I 1-1/1-' — T --0 MATCHUNE MATCHUNE -1 Dr" — _ ---0 (E) BATT ROOF INSULATION AND - -----SGRIM-01EIPS--O-- IJ I T N RTU ONE -O 0— — --0 — —0— MSH i_ --o— — — --o— i (E) SKYLIGHT INFILL PER DETAIL -° 9/1.6,TYP.°- -0 T I .I I' — o -0 —o r — ".. I CURB, TYP. J 0— 1-1/4" — — O T (405) TYP. 1-1/2" — —1-1/4"-0 1-1/2" 1-1/2" I I T I 1" 1-1/2" — —0 1-1/4" — —0 1-1/4" 1-1/2" EQ. -----0 1-1/2" 1-1,4` —V T TYP. (405) J -0 X32 GLULAM, TYP. T ST \ 0 SCALE G (E) LIGHTS MOUNTED ® 8" UG © 8" FLANGE © 8" FLEX COUPLING © 8" MECHANICAL JOINT © FLOW SWITCH © 2" MAIN DRAIN © DRAIN TO OUTSIDE © 4" TO DRY O 2" PLUG MECH. TEE J© 8" WET TO SYSTEM © 2" PIPESTAND © 4" BUTTERFLY VALVE hail 4" DRY PIPE VALVE ® 2-1/2" DRY TO EXTERIOR CANOPY SIP IL -1/AT o, SWD-20 SAMMY SIDEWINDER 2X6 WOOD TRUSS ATR TNG HANGER PE ASG -R SCALE 0 WEST Y8" -H. D ETA AL ri IQTC RAE D S DR 4L -R DLA ST -20 SAMMY 2X6 WOOD TRUSS f1 ATR ING HANGER IPE LS 01 2345 10 20 Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note 0 45 1/2" 5.6 GLOBE PENDENT on Drop o 0 1/2" 5.6 EXISTING UPRIGHT 0 0 1/2" 5.6 EXISITING DRY PENDENT on Drop ►�. 2 1/2" 5.6 GLOBE UPRIGHT 47 = Total Number of Heads This Floor oQ GLOBE PENDENT SPRINKLER, WHITE ESCUTCHEON, 155', " ORIFICE, K=5.6, WHITE HEAD, GL5601, ON 48" EASY FLEX ® GLOBE UPRIGHT SPRINKLER, BRASS, 155', Y2" ORIFICE, K=5.6, GL5661 SR EXISTING DRY PENDENT SPRINKLER 0 EXISTING UPRIGHT, SR NOTES: 1. THE FIRE SPRINKLER SYSTEM IS DESIGNED TO NFPA-13 (2013 EDITION) AND THE REQUIREMENTS OF THE CITY OF TUKWILA FIRE DEPARTMENT. 2. BRIMSTONE FIRE SAFElY IS USING BRASS UPRIGHT HEADS TO MATCH EXTNNG WHERE FULL HEIGHT WALLS ARE DISTRUPTING EXISTING UPRIGHT COVERAGE. WHITE SEMI -RECESSED PENDENT IN NEW CEILINGS. 3. ALL DROPS AND ARM OVERS WILL BE THREADABLE THINWALL STEEL PIPE TO FLEX DROPS. 4. ALL HANGERS WILL BE SWD-20 SAMMY SIDEWINDERS OR GST -20 SAMMY AS NEEDED TO THE 2X6 TRUSSES, HANGED PER NFPA-13. 5. THE CITY OF TUKWILA REQUIRES EXPANSION RINGS OVER OVERSIZED HOLES IF HARD PIPE DROPS ARE USED WITHOUT A MEANS FOR SEISMIC MOVEMENT, IE FLEX DROP. 6. BRIMSTONE FIRE DOES NOT GUARANTEE THE PERFORMANCE, OR THE CODE COMPLIANCE OF ANY EXISTING SPRINKLER SYSTEM EXCEPT FOR WORK PERFORMED DIRECTLY BY BRIMSTONE FIRE SAFETY. 7. TT IS THE OWNERS AND TENETS RESPONSIBILITY TO MAINTAIN A 40' MINIMUM TEMPERATURE WHERE WET TYPE SPRINKLER SYSTEMS ARE INSTALLED. 8. THE EXISTING SHELL SPRINKLER SYSTEM IS DESIGNED TO BE IN 1998 .28 GPM/4000 SQ.FT. AT THE RATE OF 1598.5 GPM AT 94.8 PSI AT THE BASE OF RISER. 9. THIS IS AN EXISTING STRIPMALL BUILDING BEING USED IN A MERCANTILE CAPACITY. 10. THE TENET IS A MERCANTILE SPACE THAT WILL REQUIRE ORDINARY HAZARD GROUP II .2 GPM/2000 SQ.FT. WITH A HOSE ALLOWANCE OF 250GPM. THE EXISTING SHELL SYSTEM IS DESIGNED ABOVE THIS REQUIREMENT AND IS ADEQUATE. 11. EXISTING SPRINKLER AREA +- 38,021 SQ. FT., NEW PENDENT COVERAGE +-3,402 SQ. FT. 12. THE ROOF DECK IS 21'-0" TYPICAL DIMENSION. 13. THE EXISTING GARAGE DOORS ARE NOT CURL -IN BUT ROLL UP DOORS AND DO NOT REQUIRE A HSW. 14. THE ENTIRE BUILDING IS OF COMBUSTIBLE CONSTRUCTION, AND WILL HAVE UPRIGHT COVERAGE THROUGHOUT INCLUDING ABOVE CEILINGS. 15. THE CITY OF TUKWILA DOESN'T RECOGNIZE LIGHT HAZARD. SCOPE OF WORK: BRIMSTONE FIRE SAFETY MANAGEMENT IS INSTALLING (45) FOURTY-FIVE PENDENT AND (2) SEVEN UPRIGHT SPRINKLERS FOR THE TENET IMPROVEMENT FOR A TOTAL OF 47 SPRINKLERS. T" CAS 0 SCALE ® FINISH FLOOR ® EXTERIOR WALL © NEW INTERIOR WALL ® NEW CEILING ® NEW PENDENT iD 1" DROP TO 48" FLEX Q FULL HEIGHT WALLS O 1" ARMOVER O 2" BRANCHLINE O EXISTING U HOOK HANGERS ® EXISTING 8" MAIN ® EXISTING RN EXISTING COMBUSTIBLE CONSTRUCTION ® EXISTING UP ON BRANCHLINE =LEVAT 0 v EVY Z� Irsit et* rrmerrr+wrMrertwrr•wrrronsrsorrmums 4 cr N WASHINGTON STATE N CERTIFICATE OF COMPETENCY I y7 e FIRE PROTECTION SPRINKLER SYSTEMS I Darin Syverson I • 3 C l 3 e Brimstone135-0914 Fire SafeLevety mianagement, L.L.C. BRIMSFS918KO ,,.- I 1 I 5/13/2016. Signature lk go no Nu mi os ioe NI mum um NI in In is ma er mom I I I r I I I I --...rt T r 0 V ▪ LA SYMBOLS Symbol Description Ceiling Height Elev. Below Top of Steel Elev. Above Finished Floor CED Hydraulic Reference Points Common Connection Point Denotes Hanger Location Rise up or down 1 Electrical Light (OH1) Room Hazard Classification Sprinkler Head Cage EXISTING SPRINKLER PIPE 1Sv3 REVISIONS Drawing Title FIRE PROTECTION PLAN Project No. 16-1033 Drawn By MARTIN TRAICOFF Scale 1/8"=1' - Date 05/04/2016 DWG Type SUBMITTAL DWG 17480 SOUTHCENTER PKWY TUKWILA,WA 98188 w y CO0 IN �S1 cp 11 co 0 Wcha ct4 F D OF 2 , M 1 S t M e r we, w. re, wre ^r a i h r m 74 _._ p nm. ww.aea y r4 v v VP 4r 'q4 Tml 4 n , 1 4 4 GENERAL NOTES: 1) AlWIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH ;PLANS AND SPECIFICATIONS, AND MUST MEET ALL APPLICABLE CODES 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE PER 1 REVISIONS OF THE NATIONAL ELECTRICAL CODE SECTION 760 THIS IS A LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CC THE FIRE ALARM CONTROL PANEL 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POW THE DIRECTION OF A QUALIFIED MANUFACTURERS TECHNICIAN HE LATEST POWER )R FPLP NNECTION TO wRED UP UNDER 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES VI TH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS ND OPERATION IN THE SYSTEM MANUFACTURER SHALL NOT BE HELD RESP NSIBL E FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT' I NOISE LEVEL MEASURED AT 4'0" ABOVE FINISHED FLOOR 8) SYSTEM SHALL BE CLASS " " IK3 CONFIGURATION !� 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND ADA SEE DETAIL 10) SMOKE DETECTOR LOCATIONS ARE FOR ,REFERENCE ONLY AND SHAL.. BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND/OR NO FURTHER THAN 30' FROM EACH OTHER 13) ALL FIRE ALARM DEVICE SHALL BE RIGIDLY AND SECURELY FASTENEp TO WALLS OR CEILINGS 14) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER, 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" ,TO ANY PART OF ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ECT.) IN ISM MECHANICAL ROOMS .1 17) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY rPART OF ANY LIGHT FIXTURE 4 t 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RLN IN SAME CONDUIT 19) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 20) ALL CIRCUIT FEED AND RETURNS SHALL BE SEPARATED BY A MINIMUM OF 6' 21) 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 SYMBOL LEGEND 4„ SYM DESCRIPTION PART NUMBER BACKBOX SCHEDULE 0,84 MANUAL PULL BG -8 4 SQ W 2 1/4" C 1 GANG RING - EEP LF ] SMOKE DETECTOR 2400 3 1/2" OR 4" OCTAGON La DUCT DETECTOR DH400 SELF -C TAINED HORN/STROBE AS -2475W- FR 4 SQ 1 1/2 1 1 2" EXT DEEP W/ RING ri,, 15 75 CANDELLA .'121STROBE WF' ONLY, VT' DENOTES WEATHER PROOF BSS -241575W -FR 1 GANG 697B-008 FIRE ALARM CONTROL PANEL 5207 SELF --CONTAINED FACP REMOTE TEST SWITCH DTS451 1u 1 GANG BOX dio LOW TEMP BY OTHERS BY OTHERS (1-A./FD WATER FLOW SWITCH BY OTHERS BY OTHERS .1 TAMPER SWITCH BY OTHERS BY OTHERS PS PRESSURE SWITCH BY OTHERS BY OTHE •S MONITOR MODULE SIGA--CT1 4 SQ W, 2 1/2" 1 GANG RING- EEP [CT1 DUAL MONITOR MODULE S&GA�-CT2 4 W/" 1 GANG RING- 2 1 1 / /2" EEP CT2 --.-.- CONTROL RELAY MODULE SIGA--CR 4 SQW 1 GANG RING- RING - /2" EEP 1/2" Fin Fin2 HI/L0 HI/LO SWITCH BY OTHERS BY OTHERS /1) PIV CONNECTION BY OTHERS BY OTHERS FkE NAME. rA—/ Oen e/ /oe PLOT SCALE. is WIRE CODE ALL WIRING TO MEET NEC ART 760 CODE REQUIREMENTS LETTER QTY 1 1 A B C D COLOR BLACK ORANGE SIZE #16 #16 2 BLACK #16 2 ORANGE #16 1 1 RED #14 BLUE #14 2 RED #14 2 BLUE #14 E 2 BROWN #14 F 2 YELLOW #14 G H 12 BLACK #16 1 WH I TE #14 4 PURPLE #14 J 1 K M 2 1 1 ATLAS 212.16--1--2J , ATLAS 212-16-1-2J PINK #18 PINK #18 #16 TSP FUNCTION ZONE ZONE LOOP HORN/STROBE HORN/STROBE LOOP DOOR/HOLDER FAN SHUTDOWN ANNUNCIATOR ELEVATOR RECALL SPEAKER CIRCUIT #16 TSP SPEAKER LOOP REMOTE LED P1 1 BLAACK #14 24VDC POWER R 2 ORANGE #14 EQUIP CONNECTION S 4 BROWN #16 REMOTE TEST SWITCH DIALER 2 YELLOW #16 BEAM DET TRANSMITTER ATLAS 1 218--16-1-1TP #16 ZAS LOOP Y 2 BLUE #16 BEAM DEL TRBL ATLAS Z 1 218-16-1-1TP #16 RS 485 COMM T X 3 3 PURPLE YELLOW #14 #14 NOTES 1) TAG AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER 2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES 4) NO MORE THAN "63" T -TAPS A __ A EOL EOL A ._ A _, A A • 2A Ts 3A 0 4A EOL EOL EOL EOL C ©/ Ciel• C l41 D FACP SEE DETAIL "A" SHEET FA -2 120 VAC EARTH GROUND F EOL EOL TO MALL FACP RISER DIAGRAM NTS DEVICES ARE TYPICAL HORN/STROBE UNIT CONNECTION PRECEEDING SIGNAL OR FACP STROBE AUDIBLE ZZ .-► D NEXT SIGNAL OR EOL, STANDBY POWER CALCULATIONS 1..t DOES THE SYSTEM HAVE EMERGENCY GENERATOR THAT MEETS NEC 700, 701_,___YES .YES _ X __,NO 2. , HOW MANY HOURS OF BATTERY STANDBY ARE REQUIRED? (MIN 4HRS 1F 'ANS TO ABOVE IS YES) ATTERY, CALCULATION SYSTEM SUPERVISORY: TOTAL STANDBY CURRENT OF FACP TOTAL STANDBY CURRENT PERIPH DEVICES ' TOTAL (X) 'STANDBY HOURS REQUIRED SUBTOTAL SYSTEM ALARM TOTAL ALARM CURRENT OF FACP TOTAL ALARM CURRENT OF PERIPH DEVICES TOTAL (x) 5 MINUTE RING TIME 0 03 0 00 0 03 _ 24 �- 0 67 007 138 245 0 08 SUBTOTAL = 0.17 SUPERVISORY, AMP -HR SUBTOTAL ALARM AMP -HR SUBTOTAL TOTAL AMP -HR REQUIRED AMP -HR PROVIDED = 0 67 0.17 0 84 _ 4AH SIGA—CT1 TYPICAL INITIATING DEVICE WI ED LED (ALARM/ACTIVE) x IN r DATA IN + > DATA IN�- FROM'SIGNATURE CONTROLLER OR PREVIOUS DEVICE TB2 C 00 87 TBI • • 0 43 21 c), • X MONITOR MODULE 47K GREEN LED (NORMAL) DATA OUT + DATA OUT - TO NEXT DEVICE SfGA—CT2 WATERFLOW SWITCH ) 47K RED LED (ALARM/ACTIVE) DATA IN + > DATA IN - > 2A - T82 TAMPER SWITCH C� 160_0-1 8 7 6 5 43 21 LO0y9 FROM SIGNATURE CONTROLLER OR PREVIOUS DEVICE ?,i\xolvommoom••••••••••••••••••••171. WATERFLOW/TAMPER 47K GREEN LED (NORMAL) DATA OUT + DATA OUT - TO NEXT DEVICE SIGNAL CIRCUIT 4„ DIST CURRENT VOLT DROP S1) MAIN RETAIL/WEST 675' 0,84 1 86 'S2) BREAK ROOM/STORAGE 725' 0 63 1 49 J R A r FACP 9IP 24v 12 13 14 2?0/240VAC 19 16 17 18 C C TI.54 11 10 NC TD FANS TDDWN S 24V 12 1 14 11 0/240VAC 18 10 NC 1`IRST DETECTOR GRED LED i a, FIELD INCIIALL JUMPER -004 RESET 9-05 TEST [R'TS,-45i1 LAST DETECTOR DH4OQ DUCT DETECT•R C• NEC ION RED LED C'IE:L]) INSTALL JUMPER 04 RESET -05 TEST RTS -41j Al tL 2400 SMOKE DET. BASE FIRST DETECTOR FIRE ALARM CONTROL O PANEL LAST bE1ECTO4---— END OF LINE RESISTOR CEILING 80" AFF TO 48" AFF TO TOP OF DEVICE OTTOM OF DEVICE FLOOR A D A REGUL PON COMPLIANCE 1 ' SWITCHES, CONTROLS AND FIRE ALARM PULL S rATIONS SHALL BE MOUNTED AT +48" 10 TOP I FIRE ALARM INDICATING APPLIANCES SHALL E PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPAC OR 6" BELOW THE CEILING, WHICHEVER IS LOWER REFER TO ADA GUIDLINES STROBE CONNECTION PRECEEDING SIGNAL OR FACP STROBE TYPICAL NEX SIG 'AL OR OL ZONE SCHE FILE )ULE Z1) MANUAL/AUTO Z2) MANUAL FRO T OF STORE REA Z3) DUCT DETECTOR Z4) WATER FLOW SW Z5) TAMPER SW Z6) LOW TEMP Z7) PRESSURE SW .. Date"- .5-6-a42,;,5 ate"- - s $ k4LL lack ' OF RE —B—f These plans have Preventioneurea� standards Acce omissions which c standards -and crr adequacy of desk Additions, deletion thtsttaterwilt v l - resubmittal of revi Ftnat-cceptencw The Tukwila Fire u wl IN r� BABIES "R" US PARKWAY SUPERCENTER 0 w z C.3 0 b ,?TED Date thout • • mments Noted ; n Red r The tteched tetter been re sewed by The Tukwila Fire for conlhformance with current city tante is subject tcrenr rs and ---`- o not a • r e violations of adopted-- rnances The responsibility for the- n rests 4.taAy with the designer. s or rev - ions b these drawings after his ac. btance and will require a ed d ings for subsequent approval sub,' - . to field test and inspection by revent • n Bureau v(DcJbAR A-4urAck-.f BG 8 MANUAL PULL FIRE 1' ALARM iii CONTROL PANEL S(0 TUKWILA FIRE DEPAK i MrrR Please call: 5 5.4407 and give this j b No. and exact add rlesP'toCshuttf u m t>!e r down or restoOa Date m 6/29/98 Drawn By. CADDNWN Checked By ' ,i ale 1/8.,^i,-0" deet Title, E ALARM PLAN )VER SHEET Tu1.09(1 EaUMEI Sheet Number FA -1 G \Skyline\Parkway\babiesrus\FA-2 dwg TO MALL MONITORING PANEL TO MALL CR FACP S2-5 D� S2-6 _S2-3 S2-2 1AC D `_ S2-1 6A2C AC AC S1-8 FAN A2C SHUTDOWN A2C 2C S1-9 1-5 FIELD VERIFY LOCATION (TYP ) FAN SHUTDOWN FAN SHUTDOWN 0 — 2AP S1-6 c EOL 04 s1-10 1[34 S1-7 FAN SHUTDOWN 2AP CR 2A I FP X FlI[ NOME. FA -2 CTI FAN SHUTDOW °Ale ,SI PLOT 94 S1 - 5AD r, 4AD AD S1 -2 EOL (3 4 1 EOL F A EOL s2-8 AC ®FAN SHUTDOWN FAN SHUTDOWN 4A --r_ S1-4 FIRE1ALARM PLAN r_ " l 1 / SEE DETAIL "A" SYMBOL LEGEND SYM DESCRIPTION PART NUMBER BACKBOX SCHEDULE MANUAL PULL BG -8 4 SQ W/ 1 GANG RING - 2 1/4" DEEP F SMOKE DETECTOR 2400 3 1/2" OR 4" OCTAGON „�' {�1 DUCT DETECTOR DH400 SELF—CONTAINED D F , HORN/STROBE 15/75 CANDELLA AS-2475W—FR 4 SQ 1 1/2" DEEP W/ 1 1/2" EXT RING STROBE ONLY, WP DENOTES WEATHER PROOF RSS-241575W—FR 1 GANG/ 6978-008 FIRE ALARM CONTROL PANEL 5207 SELF—CONTAINED FACP ® REMOTE TEST SWITCH DTS451 1 GANG BOX 4:1) LOW TEMP BY OTHERS BY OTHERS Cil WATER FLOW SWITCH BY OTHERS BY OTHERS 0 TAMPER SWITCH BY OTHERS BY OTHERS PS PRESSURE SWITCH BY OTHERS BY OTHERS MONITOR MODULE SIGA—CT1 4 SQ W/ 1 GANG RING - 2 1/2" DEEP cTt DUAL MONITOR MODULE SIGA—CT2 4 W/ 1 GANG RING - 2 1 /2" DEEP cT21/ CONTROL RELAY MODULE SIGA—CR 4 1/ W/ 1 GANG RING - SQ 2 1 /2" DEEP CR r HI/LO HI/LO SWITCH BY OTHERS BY OTHERS C PIV PIV CONNECTION BY OTHERS BY OTHERS NI CT2 x EOL A © EOL 2A' `EOL TO BABIES "R" US FACP TO MALL MONITORING T PANEL EOL SPRINKLER RISER DETAIL "A" WIRE CODE ALL LETTER A B C D E WIRING TO MEET NEC ART 760 CODE REQUIREMENTS QTY COLOR ,SIZE FUNCTION 1 BLACK #16 ZONE 1 ORANGE #16 2 BLACK #16 ZONE LOOP 2 ORANGE #16 1 RED #14 HORN STROBE 1 BLUE #14 HORN/ STROBE RED #14 HORN/STROBE LOOP 2 BLUE #14 2 BROWN #14 DOOR/HOLDER F 2 YELLOW #14 FAN SHUTDOWN G 12 BLACK #16 ANNUNCIATOR 1 WHITE #14 Hir 4 PURPLE #14 ELEVATOR RECALL J 1 ATLAS #16 TSP SPEAKER CIRCUIT 212-16-1-2J K M P R S T W X Y Z 2 ATLAS #16 TSP SPEAKER LOOP 212-16-1-2J 1 PINK #18 REMOTE LED 1 PINK #18 1 RED #14 24VDC POWER 1 BLACK #14 2 ORANGE #14 EQUIP CONNECTION 4 BROWN #16 REMOTE TEST SWITCH 3 PURPLE #14 DIALER 3 YELLOW #14 2 YELLOW #16 BEAM DET TRANSMITTER ATLAS 1 218-16-1-1 TP #16 ZAS LOOP 2 BLUE #16 BEAM DET. TRBL 1 ATLAS #16 RS 485 COMM 218-16-1-1TP NOTES 1) TAG AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER 2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES 4) NO MORE THAN "63" T—TAPS w BABIES "R" US PARKWAY SUPERCENTER 17500 SOUTHCENTER PKWY. TUKWILA, WA Revisions Date Project Number JOH020 Date 6/29/98 Drawn By CADDNW Checked By: BE Scale 1/8"=.1* -0" Sheet Title: FIRE ALARM PLAN MAIN FLOOR Sheet Number FA-- 2 �1 ..r r I" '20 01.11M .111••••• MIMS 2.. 1/4181/12 41111•MNII ANON! r 1' - 01111•111O 1011==0 41.11111111•10 2. z IMMO 01•1••• Z a .MINIMM1 If L 1 2- I /1 r 3 4/ 4/ ,s,•006* SALES AREA: The building is covered by an exising 8" pipe scheduled wet system. The piping is sized per NFPA 13 pipe schedule an4 the heads are spaced per NFPA 13 ordinary hazard spacing, 130 sq. ft. max per head. 3 Z Z 4 MOM= 4, 11•111•• 4 /1/ 4_ if 3_ ••••1111. --- ( 4 4 - r 1111IIMI•Cl.)1MM Ceiling grid at sales area is to be removed. Pull out and plug off existing pendent heads. This area to be protected from upright cover- age at roof. 4 4 410•1010...01•111•11Nr RELOCATED FIRE HOSE CABINET 4 _ N R T H 4 4101101116 ,r _...(1)._ __ __LP - ---(I)-- -- c., -(1-1- 1 I. V F R HEAD PIPIKIG PLAN //B.. r. 0- ANIM111110 ' L cd, Walls at fitting room are not full height to structure. The ceiling grid in this area has egg crate tiles in them. This area protected from upright coverage at roof.' (9, 11•11•1•1•• FITTING ROOM 25 -0" JBerkley Construction: Typical ...0••••11111 Klic PURI -/AJ 0" 0/c. throughout entire sales area. VESTIBULE xisTsm(, A/5 •••••• I ' T ex" 413 ,ro 1-1,j /\ Ti 5 2. ELECTRICAL ROOM x 11-0 pen to above 0 -tA ft (I) .111.1•1•11111•1 X it .11111•1 .11•1111.M. 4111MMIll AMMO MOM 010.11111. IMMOINIM 0 Dashed piping indicates existing sprinkler piping. This is a typical configuration of existing sprink- ler piping at the roof. MIOMMO "LI a 4. n cot 411010•1•111 coo TH1 r cd 8 111••••• OWN. 11111/111•111. I ) lT co 5 /0" YP 80. W/ DRYWALL REWS @ 16* 0 C. ON 3 S/8" 20 MIL STUDS @ 16" G.C. TYP. :11:7 ON 3/4*T&Q PLYWO W/ DRYWALL SCREWS ir TYP, GES & FIELD :Flit- I. ti Sc GA I • ED C6: .12 • $0- 1 " 5 40 •, ..., ,,...... , , I 0• 0" [ F Ft FLJ WI 5.11 I .,f, 41 I/2 1 BE: 14 GA. JOISTS tr (IC. , HANG M BEAM W/ 12 GA. BRIDLE KERS WEL DEO TO BEAM NGE SEE DETAIL. 416 STEEL SEAM GYP DO. ON WA/4.S, CLINGS WI CO ET14DCTL111AL NFLY OHO GYP. bp, C(.4.0m..1, PURR AS FoIg0, TO FLOSH 001(004f-41CA C;(4«. IMO WO 11' MAK:VINV 140,44, pow:p..01/1/tN A1.CHM4I w o<;.HONE, 7 4.11r* IIFIA,UT, 01vreb b4 lie' e,; g vs' 0(140 *ALVA (7\ f.EcTiom 1-#4110 P1E21, // re rIO's"" TSS J4677'1" at " ,..,,,*F:oCr6.4.-ti 4' in r - • . _5 (RELOCATED FIRE HOSE CABINET 7 77 -T N 0 0 • 0 0 • No ceiling in this area. Open t upright coverage at roof, TECH CENTER STAIR RuTkiN, :Jc.sIL.D E 9 l-NA/AL.-" PLAcQS BELO\-1 M HANGER LEGEND FITTING LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS APPROVALS REQUIRED COPES A U HOOK EXPANSION BOLT WELDED THR'D OUTLET SYM MANUFACTURER TYPE I; MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD TEMP SIZE RATING QUANTITY COACH SCREW ROD SN SHAPED NIPPLE RELIABLE 35P B R Z CH R. I 4 SSu Bet . 5 ° TOP BEAM CLAMP EYE ROD WALL BRACKET CEILING FLANGE SIDE BEAM BRACKET ALL THREAD ROD PIPE SPIKE TOTAL THIS SHEET 20 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED 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 -o 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE BRIJN11?.44-232 NO DATE BY REASON FOR REVISION K / L- A • 0 2_ 2. GENERAL NOTES 1. ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1-6) WHICH ARE TO END OF PIPE. 4, OWNER TO PROVIDE ADEQUATE HEAT (40°E MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. END CONTRACT WITH EU)CArLD FIRE HOSE CABINET fjLAACCEPTED WITHOUT COMMENTS,''' D AS 'ETTIN RED PER THE ATTACHED LETTER BU LDING SECTiot1 7.5 SCOPE OF WORK: suns AREA 1. Remove and plug approximately 350 t pendent heads at sales area where ceiling tile and grid is to be removed. 2. Relocate four existing fire hose cabinets to the positions shown on this print. 3. Cut - in upright heads along full height wall at new mezzanine. 4. Provide new pendent heads to rooms below new mezzanine. There is no void space to protect. DESIGN CRITERIA: ,•,..•, • , - t r rt" ki r.3 y4, ' ' '•'''•""' •••-• pr2r.LrpA-13 ozdjflary hA2A4rd. ..ianino are tol)e,ihstalud per NEPA 13 sizing and spacing also..Maxipum sq. it. per head is to be no greater than 130 sq. ft. * All hangers and material to be in accordance with NFPA 13. * Pipe is to be hydrostatically tested at 200 psi for two hours. The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date tvill void this acceptance and will requira resubmittal Of revised drawings. lce.,3ne is subject to field - a representative of this dee C e: DATE:7/7-4/... CITY OF TUKWILA 575.4407 Vicinity Map SEATTLE 111T, AIRPORT 518 Tukwila WA. SOUTHCENTER PKWY Site 7.710,_51 F66: APD El LiLT:3Q212fArCir_o ° oc" .0 0c, --1-‹ • r: to 5.. s-oo DuL• TUKWILA FIRE DEPARTMENT Please call: 576-4407 and give this 00 No. Ft and exact address for shut- down or restoration approval. JUL 1 6 1993 EALA) 96,„? - 'SMITH FIRE SYSTEMS, INC. 4519 South Orchard z=m9 Tacoma, Washington 9846 CONTR. REG. NO. SMITHFS13601 Bus: (206) 473-6967 Fax: (206) 475-1205 PROJECT 5PORTMART I73 00 50UTH GEL ft,1 pAR s."( '1 U K \) L , DESIGNER DATE SHEET JOB NO. D. Y 7- 15 ),.! OF 4 • HANGER LEGEND �8C1.0N../ MEZZ 1- \..fARE N005E mit 1 1 Lo- [1'[. o - 114 OMNI IS ANIm RELOCATET.FIRE HOSE CABINET O-- IL _0I MI --O 4 EOGE OF MELZ. I r 5- 5 LOBBY NIC / --r 27 ' Z OF'.FICE _; • OFF OE I +I . y. ,. I II wor n 4- h -O Ex/511'14G atl I SKI S'IC.)RAGE s ••1011111 /NMI .110.111M0 I 14 8„ —0--- 8” SPRINKLER RISER. FITTING LEGEND RELOCATED FIRE HOSE CABINET 2. 5NORT .C.LIP 2xc. BLOCK le d NAI LS 11L 3/4" CDX PLYWOOD 1"x2"TRIM STRIP 6" 16 GA. MTL. JOISTS @ 16" O.C. 3 5/8" 20 GA. MTL. STUDS SPRINKLER LEGEND HANGER#T, 5/8" GYP. BD. VPLIL.AT1c'N (W S) POWDER DRIVEN ANCHORS @ 36" O,C. CONCRETE SLAB ABBREVIATIONS I 1Z ---0— SYMBOL LEGEND 6– 4. r col !'f I • 2 J -0- Y — —O_ _ — —0_ _ 14 —O 4 — --0-- _1? --0- — 2- I I 1 r T ,, I I I 1' ) Ill 4....1. –5 r — —--_ [ ,r'i r Y II , -4 O „,1 oz.I ,—I- _ — I OVERHEAD PIPING PLAN NORTH REVISIONS APPROVALS REQUIRED COPIES U HOOK R EXPANSION BOLT P WELDED THR'D OUTLET SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY COACH SCREW ROD S SN SHAPED NIPPLE • RELIA5LE 5 G 13 RZ CH /Z az_ 9 T 0 /I 551.) G 1322 TOP BEAM CLAMP U EYE ROD V W WALL BRACKET CEILING FLANGE X SIDE BEAM BRACKET Y Z ALL THREAD ROD PIPE SPIKE TOTAL THIS SHEET IB AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED 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 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION GENERAL NOTES 1. ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1-6) WHICH ARE END TO END OF PIPE. 4. OWNER TO PROVIDE ADEQUATE HEAT (40°F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. CONTRACT WITH r NEW DEMISING WALL RELOCATED FIRE HOSE CABINET rj 1 I14 --Q SCOPE OF WORK SPORTMART SFS JOB #WS -399 ,STOCK ROOM & OFFICES A) Smith Fire Systems will: ► Add nine upright heads along the south demising wall. ► Relocate three existing fire hose cabinets as shown on the print. ► Add pendent coverage in the new corridor and Ski Storage Areas. ► Relocate 17 existing pendent heads in the office area for the new office layout. Upright coverage to remain in this area. Design Criteria: Stockroom Offices CLARIFICATIONS Heads are spaced and pipe is sized per NFPA. #13 for ordinary hazard. Maximum 130 square feet per head. Heads are spaced and pipe is sized per NFPA #13 for light hazard. Maximum 200 square feet per head. A) All work to be in accordance with NFPA #13 and the Tukwila Fire Department. B) Any armover exceeding 2'-0" shall be hung from 2 x 14 joists with side beam brackets. The existing systems in building are monitored for flow and tamper switches. D) Piping to be hydrostatically tested at 200 psi for two hours. PROJECT SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma, Washington 98466 CONTR. REG. NO. SMITHFS1360T Bus: (206) 473-6967 Fax: (206) 475-1205 SPORT- MART I'750O 5OL)rHCENTER PAR11•wl•y TUKW/ LLA / JA . DESIGNER DATE SHEET Z OF 2- JOB NO. E.l: -3 '0'1 D. HUGH -C.4. 4' pATRIOT RE PROTECTION DESIGN INFO NAME 5 ov 7-cz P.a.P,ec✓A LOCATION 5 T 2€reo4,i c440P BUILDING Pd/GDi v/ 11's 3 CONTRACTOR Sic,2,2 A con/s- -rte. tic Tro CALCULATED BY e&A/ Fisc► I75 --DC) 5cP ay 2707 70Th AVENUE EAST TACOMA, WA 98424 TEL (253) 926-2290 FAX (253) 922-6150 DATE CONSTRUCTION: - ® COMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY E.ETA l L SYSTEM NO. Pte✓ s✓t: z CONTRACT NO. /1- 0 7a 9 DRAWING NO. FP- 9 CEILING HEIGHT T. Z31- 6" FT. SYSTEM DESIGN ▪ NFPA 13: 0 LT. HAZ. ❑ NFPA 231 0 NFPA 231 C: ❑ OTHER (Specify) ❑ SPECIFIC RULING -MADE BY DATE ORD. HAZ. GP. & 1 0 2 0 EX. HAZ. FIGURE ; CURVE AREA OF SPRINKLER OPERATION - RCM) 5 DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE .15 130 5 00 CALCULATION SUMMARY GPM REQUIRED i60. "C" FACTOR USED: OVERHEAD SYSTEM TYPE 0 WET ® DRY 0 DELUGE 0 PRE -ACTION SPRINKLER OR NOZZLE MAKE R P50o MODEL !rr SIZE Vi" K -FACTOR 5 . G TEMPERATURE RATING 1466 oR ziz0 PSI REQUIRED I2.4. oI IPG UNDERGROUND WATER •SUPPLY WATER FLOW TEST DATE & TIME '1/12/95 STATIC PSI RESIDUAL PSI GPM FLOWING ELEVATION f46 -74 448 C PUMP DATA RATED CAPACITY AT PSI ELEVATION LOCATION /70T2/ Sou TOc604/trr,e. 2707 As iar)y SOURCE OF INFORMATION W SRS AT BASE OF RISER I f0 TANK OR RESERVOI CAPACITY ELEVATION WELL OF FLOW GPM COMMODITY STORAGE COMMODITY STORAGE HEIGHT STORAGE METHOD: SOLID PILED CLASS AREA Oh PALLETIZED LOCATION AISLE WIDT U CC ❑ SINGLE ROW 0 CONVENTIONAL PALLET 0 AUTO ❑ DOUBLE ROW 0 SLAVE PALLET ❑ MULTIPLE ROW FLUE SPACI CHES RACK STORAGE 0 ENCAPSULATED LID SHELVING 0 NON- ❑ OPEN ENCAPSULATED CLEARANCE FROM TOP OF STORAGE TO CEILING LONGITUDIN TRANSVERSE FT IN. AL BARRIERS PROVIDED HO . SPOKANE, WA OFFICE TEL (509) 926-3428 FAX (509) 926-3708 PATRIFP099CF VANCOUVER, WA OFFICE TEL (360) 699.4403 FAX (360) 699-4485 brftINALrd SYST•tM HYDRAULIC ANALYSIS Page 1 "Date: 08/11/1998 C:\HASS\11-0769C JOB TITLE: PARKWAY SUPERCENTER CANOPY SYSTEM #2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 145.0 74.0 4586.0 143.1 650.1 137.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 650.1 GPM 500.0 GPM 0.0 GPM 150.1 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 23.0 K= 5.60 14.6 21.4 2 23.0 K= 5.60 15.1 21.7 3 23.0 K= 5.60 16.9 23.1 4 23.0 K= 5.60 12.1 19.5 5 23.0 K= 5.60 12.6 19.8 6 23.0 K= 5.60 14.1 21.0 7 23.0 K= 5.60 17.6 23.5 8 23.0 21.0 9 23.0 22.0 10 13.5 29.3 11 13.5 123.0 TOR 13.5 124.2 DV2 4.0 129.9 MN 6.0 129.5 BOR 0.5 131.9 U1 0.0 132.2 U2 0.0 132.2 U3 0.0 132.2 DD1 0.0 132.2 DD2 0.0 137.2 CITY 0.0 SOURCE 137.2 150.1. -Date: 08/11/1998 JOB TITLE: PARKWAY SUPERCENTER CANOPY SYSTEM #2 PIPE DATA va a�ia\a♦uaAa\ yLULP�t'1 L1LLJLZttULj.L . Liatuaala PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 1 -21.4 1.452 PL 12.00 1 23.0 5.6 14.6 21.4 4.1 100 FTG -- 2 23.0 5.6 15.1 21.7 0.042 TL 12.00 Pipe: 2 -43.1 1.452 PL 12.00 2 23.0 5.6 15.1 21.7 8.4 100 FTG --- 3 23.0 5.6 16.9 23.1 0.155 TL 12.00 Pipe: 3 -66.2 1.452 PL 6.00 3 23.0 5.6 16.9 23.1 12.8 100 FTG T 8 23.0 0.0 21.0 0.0 0.342 TL 11.71 Pipe: 4 -19.5 1.452 4 23.0 5.6 12.1 19.5 3.8 100 5 23.0 5.6 12.6 19.8 0.036 PL 12.00 FTG ---- TL 12.00 Pipe: 5 -39.3 1.452 PL 12.00 5 23.0 5.6 12.6 19.8 7.6 100 FTG ---- 6 23.0 5.6 14.1 21.0 0.131 TL 12.00 Pipe: 6 -60.4 1.452 6 23.0 5.6 14.1 21.0 11.7 100 7 23.0 5.6 17.6 23.5 0.289 Pipe: 7 7 23.0 8 23.0 -83.9 1.687 5.6 17.6 23.5 12.0 100 0.0 21.0 0.0 0.256 Pipe: 8 -150.1 2.154 8 23.0 0.0 21.0 0.0 13.2 100 9 23.0 0.0 22.0 0.0 0.228 Pipe: 9 -150.1 2.154 9 23.0 0.0 22.0 0.0 13.2 100 10 13.5 0.0 29.3 0.0 0.228 Pipe: 10 -150.1 2.154 10 13.5 0.0 29.3 0.0 13.2 100 11 13.5 0.0 123.0 0.0 0.228 Pipe: 11 -150.1 2.635 11 13.5 0.0 123.0 0.0 8.8 100 TOR 13.5 0.0 124.2 0.0 0.085 TOR DV2 DV2 MN Pipe: 12 13.5 4.0 0.0 124.2 0.0 129.9 -150.1 2.635 0.0 8.8 100 .0.0 0.085 Pipe: 13 -150.1 4.260 4.0 0.0 129.9 0.0 3.4 120 6.0 0.0 129.5 0.0 0.006 PL 12.00 FTG ---- TL 12.00 PL 6.00 FTG T TL 13.14 PL 0.42 FTG E TL 4.70 PL 9.50 FTG E TL 13.78 PL 391.66 FTG T4L TL 410.79 PL 6.17 FTG 2L TL 14.02 PL 9.00 FTG D TL 18.99 PL 7.00 FTG T3LB TL 76.00 rage z PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.5 0.0 0.1 1.9 0.0 0.5 4.0 0.0 1.1 0.4 0.0 0.1 1.6 0.0 0.4 3.5 0.0 0.9 3.4 0.0 1.0 1.1 0.0 1.2 3.1 4.1 1.2 93.7 0.0 1.2 1.2 0.0 0.5 1.6 4.1 0.5 0.4 -0.9 0.1 arM11VRLtat aYbl1M MYDKAULIC ANALYSIS Date: 08/11/1998 JOB TITLE: PARKWAY SUPERCENTER CANOPY SYSTEM #2 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 14 -150.1 8.249 MN 6.0 0.0 129.5 0.0 0.9 120 BOR 0.5 0.0 131.9 0.0 0.000 BOR U1 Pipe: 15 -150.1 10.520 0.5 0.0 131.9 0.0 0.6 140 0.0 0.0 132.2 0.0. 0.000 Pipe: 17 -150.0 10.520 U1 0.0 0.0 132.2 0.0 0.6 140 U2 0.0 0.0 132.2 0.0 0.000 Pipe: 17A -150.1 10.520 U2 0.0 0.0 132.2 0.0 0.6 140 U3 0.0 0.0 132.2 0.0 0.000 U3 DD1 DD2 DD1 DD2 CITY Pipe: 17B -150.1 10.520 0.0 0.0 132.2 0.0 0.6 140 0.0 0.0 132.2 0.0 0.000 Pipe: 18 0.0 0.0 137.2 0.0 0.0 132.2 PL 5.50 FTG C TL 55.50 PL 190.00 FTG 5ETG TL 423.00 PL 180.00 FTG 2E TL 242.00 PL 135.00 FTG 2E TL 197.00 PL 80.00 FTG E TL 111.00 Page 3 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV FIXED PRESSURE LOSS DEVICE 0.0 5.0 psi, 150.1 gpm 0.0 Pipe: 19 -150.1 10.520 0.0 0.0 137.2 0.0 0.6 140 0.0 SRCE 137.2 (N/A) 0.000 PL FTG TL 20.00 TG 98.00 PF PE PV 0.0 2.4 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C13243 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.121 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 13.2 ft/sec at pipe 9. SPRINKLER SYSTEM HYDRAULIC ANALYSIS bate: 08/11/1998 JOB TITLE: PARKWAY SUPERCENTER CANOPY SYSTEM #2 Page 4 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 2.635 8.00 16.00 5.50 19.00 10.00 1.00 11.00 14.00 4.260 13.00 26.00 9.00 29.00 16.00 3.00 22.00 37.00 8.249 20.00 42.00 14.50 50.00 13.00 4.00 32.00 30.00 PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 1.452 4.00 8.00 2.60 9.00 3.00 1.00 10.00 10.00 1.687 5.00 10.00 2.60 11.00 4.00 1.00 10.00 10.00 2.154 6.00 12.00 3.70 13.00 5.50 1.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEli ChkVly BfyVly GatVly 10.520 31.00 71.00 23.00 78.00 27.00 7.00 SYKINKLER SYSTEM HYDRAULIC ANALYSIS bate: 08/11/1998 JOB TITLE: PARKWAY SUPERCENTER CANOPY SYSTEM #2 WATER SUPPLY CURVE 180+ 165+ 150+ *\ I0\ IX \ 135+ \ 1 \\ P120+ R 1 E -1 \\ S 1 S105+ U 1 R 1 E 1 \\ 90+ ( I \ P I S I \ I 75+ ) I 60+ 1 1 45+ I 1 30+ LEGEND " 1 1 X = Required Water Supply 137.19 psi @ 650.1 gpm 15+ 1 0 = Available Water Supply 143.09 psi @ 650.1 gpm * <-74.0 psi @ 4586 gpm Flow Test Point Page 5 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) r1rpgr 4447'1414,0, "►A1! 7044, V 1001,0'�4'4H 1M 017071 'ft41W'R }'4NM 1191 1dA 4 440401°40X11 II 1 1 ,, r YM,�Md 1 1 T 11 4 44 0 Owns 41 44"1, Y y Y rl IIw�44a 444.1 ,491"4 L 40, P 4l 4 1 I 4 I I .41 r '1 Y f' t 4 O. '' o 0 y 44 11 4 119 M 4 I -A-4-,4.-> ..- O CD O WALLPAPER �4 r 4l 4 1 4 A 4 5_p _ ,... y. .. .... 4 1' IJ 141,0' 14 1 f 1 4 (41 44 4 1444 4 4+44 411'4 140 1 t 444 LONG WO We SA I1 II 4- -1? aw 4 ,71 + 441 44140.44 4444.4 144044104+404'44 l'4414001111 Ma 1 * M 00 f 4V . Irl I A 14 4 yµ 4 P I 1 1 L DRUGS • [I 1► M 10 1 1-0 1, 1-0 0 IT 0-0 m 6 fi h A 41 4 4 M " li 4 A....AA 01044-4404-+- - — .r.µ1. w. r. .+ .„.+.y.- 44 .M. 4 V 1' If 14 10.0 O 44-I 1 4— 1 5-0 re 14 49 4 1" 4 A 'A 44 F • 0,44,111 14 1 444 %Ay y 1 4, 044 .0,4 Jrw*,00 41 1f 44 J fl 44.4 ( f7 1 4 1 A * 114 '4 41 ry 7) 1 L^ N V EMOVE EXIST' ELL AND INSTA TEE WITH 21 X .19 --CNNIcik4 n r nl MATCHLINE u, 1 I 1 ll 1-0 (1)" / O If A 1 rt 110`+ 144 1 4 r 4 4 44 1 1 A A 444 rr 1 44 N rf 1 µ 9 S 1 X14 1 1 114 f TI A Y 4 q 'V 1 14 41 r A Y 6 h 4. F 4f ',44r'r+4144144//0AAtk 'KW*, t"'4.414`�14" 1' pr1414 R 444, W4tr•4444' 114,41041041141'41 lreri/ •T+'fy11I 114.11 1111'4444 4441444 '11, 41444a-r`En+V 4,0.14.1,14"1n41,440 r+4 440 r 5 1 f1 h 5( 1 ' 4 44* t v Io 0)7! A r t 1494 1 1 ti d A 1' Y + i V I F4 1 49 1 4 14 u Al Ir r. ? r " r4 4 1 i r h i1 Fr ti rJ 1` F r 14 1 1 4 1 4, 1 A 444• (4 4 r + 4 I ' J F,Al 7 1 4 >'n l w A 14 1.4 14 1 4(' 41 1 M't} y" 4 " 4 A 1 4 4 1 . 1,4444 µ r A 4 At 4 ( 4 r r 4 ) A *4 µ f 4 44 I lµ Yf l ( 491 I 1 IA t k 1 4 Y rA4 L' Ort t t7 1 o 414 4, I. J NEW RED 211» COUPLING r } II 11 IL Ii + J IfjiF U I -4 —r - .. r" --".'17--1-- 1 1 — — LONG DRUGS 1-189- 0 44, 1 '•_1%=.__=t6-0 9494 J— rI olvi4 14 10-0 I� II 14 '0-0 ./ /V 1 0 a. P m2 N I 10- 404) 1 2 `.1 10-0 .6.5-°0 r_� r'- NORTH CANOPY PLAN 444400-4444, --r SCALE 1/8" = 1 -0" A y 44 F 4 r 1 4 1 0 1 0 4 w • 1 6 l LU pO '4 T 1 A A J z a In CLOCKS/WILD f f Ir 11 44 ft A Y 4h 11 11 w AI T 01i 4 ,r IAA r 1 V 4 1P1 41 1}t r Y 4 4 11'� M MY` O1,44µ ,r 4 1rµ 1.4i,..„, 1 4 44 101 (y 11 1 1 4 A 1) 7 I L 1 4 51 4' , 4 f 4t 1 4 Ammo LU 0 Q 0 I z LU H I z cc 0 cc h 1 I 0 In 1 " 1 q 18-0 Li 3 0 I 4 1--0 13 nn A4AA4+4'I' 4X0.4"' 41 p A4$ wtI4IW I x141 Nq *44 4941 .4n err 1t 1444 {A , 00041/44. 1° a 4 444 AAPA/t414+007 V rr•Iw mu AlIAA 4111111 .1W'r r n Y 0*4004 Vi04-0,101.4 "yl tMoVM/044 r`1Wl`# '14!4N'4H' 1 1 V 41(4 a 4_ r l 4 i l y M F 11 k 4 4 { w J II ' 1 µ 4 149 4 AA 44 W9 J '^ >, J J } F 1 494 i 1 �, ^fid ' 1 4."; 4 tt v1 04 .l 19 4 t 4 t Al 11II 1 .,� A 't + 4 h F r r o V 1 �J 1, r 1,} �, A w 514I:, .�+...� .�. ^9( 4I f4 1 t I A 4 flaw s r 4 1 4 7d I� 4� i t 4 1 1a '4 4 k TF M4 444 9 o.44` 4 14 t 4 • 1 iW 1 n 4 y l M r11 7 r+'� 1 y�4 u1 # '4 �t w,f r 1 r r 44/4 4. I4 Y 1 f tr 4 A ", AA', K i �+ t P5 1 M1 + "r c 4t i A, v 4. 4 ! 1 14 A {I } 4 49 ! 4i e M 4 k r 4 1� 1 Wf 4 A 1 1 1 1 '. 1 I r J 44 1 544 to $ 1 kJ 114 '`444+11 t (lir 44+49 4441111 PA 4A1 riego�"4�1i'1NN1�4A 4494 149/X499. 1 ,,11444 •M'` In �,M+ 4I4 yi r 4 Ic 1 v" 9 4 4 Y i h y, 44 '''1 1, 1 9 911 A d T .1 1a a Al t 6 4 t1/4"44 1 4 1 ro Y s' 0 1 j n 4 4 4 4, 1 I. 7 1 49 1^1 J, 4 4 1 4 444 4 45 I 4 A -I1 .41 w 4 A Y 44 4 .✓4 1 1 4 4 4 4F i X ✓ 444 V� 41 HOEIPAVILiON tc 11,5 Ao 11 11 11 V4- (0-6 \ 12-0 4-6 1-C MATCHLINE AiA ro 1/4" PLATED FENDER WASHER #14X11" TEK SC EWS HOLE IN SHOP OAT WITH Z RC IN 3/8"X6" PLAT4 ATR 1 o Al I 4 or tA • o 14 FA I I A ANGER TYPE, 'X' SCALE ir 1,4r 7- ROUND STEEL PLATE WITH HOLE IN CENTER \_SEAL PENETRATION WITH SILICON CAULKING AT WALL AND PIPE TYPICAL WALL PENiTRATION TYPICAL CANOPY ASSEMBLY SIZE ALL PIPING SIMILAR TO THIS PLAN UNLESS NOTED OTHERWISE DECK—TITE ROOF FLASHING (SIZE PER PLAN) ATTATCH TO ROOF WITH (4) #14x1r TEK SCREWS AND SEAL WITH SILICON CAULKING • 0.44 col 0 r TYPICAL ,CAN PY SECTION A MI SCALE 1/4 A AA 1 oat m 0,64 504.144 01044100.99 4;40 AA441,4440,014.44i AA, 40,,c 4 HANGER LEGEND A "U HOOK B COACH SCREW ROD D BM CLAMP W/ STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE V FITTING LEGEND F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE + 4 -. WAY EARTHQUAKE BRACE "C) STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE 11 4. SPRAY 1/2 44 DRY TYPE • • STATE CERTIFICATION TEMP RATING 0 212' 500' 25 wz- 1/2 APPROVAL REQUIRED CITY OF TUKWILA SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORWICE SIZE HEAD FINISH ESCUTCN FINISH TEMP QTY PASCO SSU Itt BRZ 212 30 Please call 575 4407 and gyp this job and exact address for shut- down or restoration approval, yz_v/ ci 472, if 4i 1 140 44 At A TOTAL QUALITY CONTROL BY DATE APPRQVED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR fM APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (14-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHAU. BE PROVIDED IN ACCORDANCE WITH 1,1fPA PAMPHLET NO 13, APPLICABLE EDITION 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPLICABLE EDITION 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPLICABLE EDITION 6 JOINING OF PIPE AND FITTINGS THREADED & WELDED SHALL OE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPLICABLE EDMON 7 OWNER TO PROVIDE ADEQUATE NEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROm FREEZING 8 ALL WIRING OF ELECTRICAL DEVICES (If REQUIRED) TO BE PROVIDED SPIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED 10 FURRINO or PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS, BY OTHERS DESIGN CRITERIA 1 CANOPY DRY SYSTEMS DESIGNED TO PROVIDE A MINIMUM 19 5 GPM( 15/130 SQ Fr) PER SPRINKLER FOR THE MOST DEMANDING 7 PIPE NOTES 1 ALL WELDED PIPING TO BE SCH 10 2 ALL THREADED PIPING TO BE SCH 40 OR ALLIED XL REVISIONS NO DATE BY SCRIPTION CONTRACT WM' SIERRA CONSTRUCTION 16115 N E 179TH STREET REDMOND. WA 98052-4425 PHONE (425) 885-3797 PROJECT NAME PARKWAY SUPERCENTER 17500 SOUTHCENTER BOULEVARD' TUKWILA, WA 98188 A TODD RANKIN (206) 574-0925 iFILE "IT FIRE PROTECTION, 27(17 70TH AVENUE EAST TACOMA., WA 98424 A TEL (253) 926-.2290 FAX (253) 922-6150 DESIGNER KEN FISH SHEET DATE 10/19/98 oe No 11-0780 pr 14 FP13 AA IA 14 1 1040 44,i 45 AO + AAAA 84944 en/44 5'41' .1r iY 85411644 W44 5444 Yreoeeg^,W744ros.Ak (7 01404 4114 4 N r 4. I iyr M Or r'L t,P1 • 4 41 N A 441 , 444 +A M4 4 4 040444` 44 1 4 1 3 r d 1 a b I, 4 4 . 47 y 4) a P j 4 1,, 'W ( x .4 I IA 4 W , 5 M 1 W I w !, r J# 4 �r b( n 44 ,11 4. 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VI 4 1 � r I y 4 6 { 3 4T M 4 44 Is 111' 44rt a {^"18.444, arra 4afr54t 04.4",14M44{ 0.11 4744 IPM tit 4%4740 s1r44+410/. 441 1599 .r1,1441414.4 44C T 5 , Y4 4 4 4 V 4 M1 4 ' >1 1 4 8. y. 4 w 4 7I jd 1 ° 4 r 4 I w I 4 4. r~ rn �[ ,4w .fr} 8"744, y y4 1 4 er w 44' 5 r 1 :A, r' •9 M. 1 r' A 4r '� 4 1 7 1 4 Y *" �,� 3 43 a, r 1^ i' 4 44,- 11 4 `" 1 t r 4 '4 r# 4 II1 t l + 4 '4r Iy r 1 3 3 4 5 t 1 .1 Y .14 , r 4' y7 + TM J y W 1 04 I L Ix d 4, r „t 1 elsi r >, � r IA To we. r o tte 4 1 0 o YJ COST -PLUS -d--_ 11. 0 0 j 0 LE 44 4-w 4-44 tst A 13 IT 44 14� 1J Rl .- r -.a--,- -. 4.4_44 __.__,..r.. ._..M. 444 1 I 1 r 11 y '' 1 n 44, I 1 F t 4 4 4 n 3 44 W 1114 1 1 � -H- SNo•g3 +• 444 444 ' 4 wl{rnOA nro r 1'I"4, I 4 W 4 r4 4 1 4' I 4I 1 yar*ri w" 4 4� 1 N4", r4 I f 4114 ,I a 511 4434 4'Y 4'1'1 '1 '1 4 1 r !4. a r . 1 �. 1 NSVT A yl 44 I 14 V r , 4 3 4 7 wd r •a_1 I -.-- a .4.44444 4.44 44 ,4090 4-44449,1,04 -54444.4.44. A*44.94.4. 4494 4.4 4 4,144004 441 v- et 4 411 3I 1 4 4 or r 49 4 14 4 r it F a 4 r 44 I4I /4 4 4' ! 1g14M`' r h h i 41 4 + 4 InF a,4 Ir 1 M1Tv s y,N. 5I" I# '4 ,i ert ',, iw.4 4. rC I 1 14, r 14 1 4 k'1 J 4 1st 1 4 8 4It av 4 4 4441 4f ` 1 ' 7 t. 4r t4 Il '4I A r4' 44 4 r 4 , 1 I. ' 7 4 1 44 1 44 4 9 1 ! J M' Ih h 44 y. 3 w5 T ry r 4 11 AY 1 , rr X43 4 i r 4 JI r d A 1 J 9444 i r z a 4 4 F r 1 y1. I r 1 43 14 +, 1 4 ,y �' 44 4 Irh a yJ 5 w4 ti 4y4 �, "4i",ug1 ' ,"MFr9444 44N#/4irw4+714iv�11$14l �MwI►*4n 5 r4 r 41,44 44.444444x5, Oh 4151544447 1'wnlw.1114'' l 1 N 4 d N yr 5 v � 1 h 4 , I I 1• LwV' M � 1 W M I f 1 A4 Z f 4 f C 1 l '4 w Y v L 1 �x r , 5 nyw 1 44 4 h tlr l' I T 4I I } t'��1 a4 44 Ydv d� 4 1 iy°u'R ,e1,4.44", � t,.:" ' F'1 1 4 h y 1 v 4 �✓ 4 J r l 4 r 4 r r 44 4 P Iii 1% r° r 44 I n 4 v 4 1 2 A r 1 A 41 1 4 , 1 11 444 4 S, 4 N 9 4( I W ' I . ` 41 Al 11. 15,-0 IyI ` 1 9f 1 5Z `j V T 1 1, 4 eV Ai vA c I4+ 1, m 44 47 A y 1 4 4 v 11 F 4 r r) {a4 Ir r r ! I 48 14 Y 4 4, , IV k 4 "1 ISyr 4 ' 41 I I ,(` '4 4 :1 I .4 41 A 1 .4 1 t, I . E r L I " u '4 le fy BABIES R US y 1 '4 4 4Ii 4 5 4 44 4 } 44 ,1, 4A%, 4 4 1 44 4 4 r � Ply '7 443 6-6 BABIES DETAIL SCALE 1/2" m 1 -0" '4 T 1,/L_ i IIfX 15-0 t '(4 1-0 7. Ieft 0 I I 44-4I I I 147 • THE BON MARCHE 0 ti A 6-6 SOUTH CANOPY PLAN 410 a It s. 4 ssr Ise 244 .41 4, et vete r1 la 44,45 44 01 re 44, rtt it A. Irerk,4 ;1,,,litret,:941.44444444‘49.947,4.: 44, ,1414 4 4040-4 *04 "1.9995900- L.EEP COUNTRY 471 'S 4 11 J I I eV CAD 11) r 1 I 144. 544 141 .44 14 A 5441 'HANGER LEGEND' A U" HOOK COACH SCREW ROD BM CLAMP WP STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND PLAIN END fIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE 2 - WAY EARTHQUAKE BRACE WAY EARTHQUAKE BRACE e STRUCTURE TO CENTER LINE Of PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE SPRAY El ID CI 3 171 SIDEWALL 1. DRY TYPE STATE CERTIFICATION TEMP RATING 0 165. =:C 21186 3ZE 350° 2gg 5006 in a It g /2" /2 APPROVAL REQUIRED CITY OF TUKWILA SPRINKLER HEADS USED SYM MANUF MODEL TYPE t THREAD SIZE ORIFICE SIZE HEAD FINISH SCUTCH FINISH TEMP OTT RASCO SSU 17 BRZ 212 56 TOTAL 56 QUAUTY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES I AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1 -6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL 11E PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13, APPUCABLE EDITION 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, APPLICABLE EDITION 5 PIPING SHALL BE IN ACCORDANCE WITH 14FPA PAMPHLET NO 13, APPLICABLE EDITION JOINING OF PIPE AND FITTINGS THREADED & WELDED SHAU, BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPUCABLE EDITION 7 OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPt SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING 8 AU. WIRING or ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9 PAINTING OF PIPE & EQUIPMENT (If REQUIRED) TO BE PROVIDED BY OTHERS 10 FURRINO OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA PIPE NOTES 1 ALL WELDED PIPING TO BE SCH 10 2 ALL THREADED PIPING TO BE SCH 40 OR ALLIED XL REVISIONS DATE BY DESCRIPTION CONTRACT WITH: SIERRA CONSTRUCTION 16715 N E 79TH STREET REDMOND, WA 980524-4425 PHONE, (425) 1385-3797 PROJECT NAME PARKWAY SUPERCENTER 17500 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 TODD RANKIN (206) 574-0925 FIRE PROTECTION 2707 70TH AVENUE EAST , TACOMA, 1WA s 98424 DESIGNER DATE KEN FISH 10/19/98 JOB NO 11-0780 t .44 TEL ,r FAX SHEET 14 OF st eL 253) 926-2290 253) 922-6150 FP14 16 1 It 14 I 41 si .P nMr {, M"' '.'A iP T" M J..a.+rir 'I 4 xIW 9 ,h 4 4Vyry,,k4ND Q • N ,11+"41 o:wv0l�;qubsTl,r+r,w!4r P w r $ tw w 1w axINWRIOCP, rr; T' , A5E'p;)fEN7.. G 14 94 P:.( f EL P/L 55c , 68. 06' FIRE RISER "WT— • U.G. NOTES 1 THIS SITE PLAN IS FOR REFERENCE ONLY. : SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL SITE" PLAN INFORMATION. 2 UNDERGROUND' PIPING BY OTHERS. 3 ALL UNDERGROUND PIPE TO BE INSTALLED RODDED AND/OR BLOCKED, FLUSHED AND TESTED PER NFPA 13 & 24, 4 MINIMUM BURY 3'-O'. 5 PATRIOT START POINT AT 10"FLANGE INSIDE BUILDING. EXISTING RISER ROOM AND FNEW AUX DRY PIPE VALVE FOR THE CANOPY SYSTEM Y� r 'I ,.L'�','` •. w ti .l'Y\«%T .Ylfh ..t• n \L ��T. 'OY *ten.♦ �'" r..;nrc 1>-,�1T;^;y�..�\.^.�.4 •••• �r -. t..#,• it R MO ANDR 26 LF-8"FP • RELOCATED FH ASSEMBLY Ip,. \Y2.'G':Y'%UR `Y'..Y'. n x•n„3' e.'” ^4 4 . x .. ;' 1. i Y • ;: !i!4 `4•...'R�'i k�^Y•i ^Y•gl'�1!4l V 4VYTf!ti'N %1.•,: 1.1a CONN. TO EXIST. 10"FP W/ 10"x10"x6" TEE EXIST. PIV & FDC TO BE RELOCATED — • ATE EXIST. FP _ ' AND INSTALL RELOCATED PIV RELOCATED FDC 45' : END RELOCATED FDC RELOCATED FHASSEMBLY PER CITY OF TUKWILA STD. WS -4 I .r r 3,1f, ; 88 Y SITE PLAN -SOUTH SCALE: r=30" SEATTLE, ntS of this Uurers to changes or additions as r c+rrnmk ne ^I ("" 4rsu . io improved rates. Acceptance applies to p' • struction and occupancy shown thereon. Finished Jna+I'll. I ,,:,x, caon for final acceptance. The Forgoing comments relate exclusively to the relative effect c ^," upon fire Insurance rates as determined under our 1 tt:" which have been filed with and approved by ti*o e C r They are not to be construed as bearing in any wr ;• :r ",.ua caro" has been exercised wan rah;' irj.3o to property. Jt . , Yec. gr+ r_'d HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T u V W X Y z FITTING LEGEND ,. P PIPE -0 -LET F PLAIN END FIT FITTING 3N GROOVED SHAPED NIPPLE TSN, THREADED SHAPED NIPPLE. _--w- 2 - WAY EARTHQUAKE BRACE 4 "- WAY EARTHQUAKE BRACE O STRUCTURE TO CENTER j` UNE OF PIPE IN ' INCHES SPRINKLER LEGEND . 5 SPRINKLER ORIFICE SIZES AND TYPE V a O 0 1/2 - SPRAY 0 0 1' 3/4- 4 SPRAY 32• a El 1- 4- + ® ;4. 1'. /7I+ SIDEWALL 1' + DRY TYPE : 1- 9 r 1- STATE CERTIFICATION TEMP RATING Is g 21 © 16s' di lo • � C P k-8- 212: V e 1/2" a 1- �� `ep 1. Level W"\ 206 0: e ® 1/2' 4' i. r ` � iso • 1 - t `. ' ' r"ii S00' 1/2" 1/2" 1�L�`>!17�; �'� APPROVAL REQUIRED % 1 =e CITY OF TUKWILA ' tionigh SPRINKLER -HEADS USED SYM MANUF MODEL TYPE ; THS¢READE ORIFICESIZE HEAD FINISH ESCUTI P4 FIIYSM TEMP QTY `' i , TOTAL QUALITY CONTROL BY ' DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENTTO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-1) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDRION 4. PIPE HANGERS AND METHOD OF HANGING TO BE 91 ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPUCABLE EDRION. S. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13. APPLICABLE EDITION G. JOINING OF PIPE AND FITTINGS, THREADED k WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13. APPUCABLE EDI710N. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. B. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE * EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA PIPE NOTES REVISIONS N0 DATE BY DESCRIPTION CONTRACT WITH: SIERRA CONSTRUCTION 16715 N.E. 79TH STREET REDMOND. WA 98052-4425 PHONE: (425) 885-3797 PROJECT NAME: PARKWAY SUPERCENTER 17500 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 TODD RANKIN (206) 574-0925 44 7 �p� » Ctit ,, br r PATRIFP099CF fr FIRE PROTECTION 2707 70TH AVENUE EAST TEL (253) 926-2290 TACOMA. WA °. 98424 ' FAX. (253):922-6150 DESIGNER ' "' KEN FISH , SHEET DATE 8/6/98 J08 NO. , 11-0769 2� OF 12 ri J0 �w r,,• d.r ffiS { N1S*r1 r n � a r10.:"q"N .II,�iNiwxr'•T "rrgup,yT WALL HYDRANT SUPPLY PLAN FLAT BAR 9/16" HOLES 3" PS1000 PIPE CLAMP 2" X 2" X3/ 16" ,,i ---ANGLE IRON 'U' HANGER ANGLE BRACKET SCALE: J/ _ .. V-0" - ... . RISER #2 RISER # RISER #4 BUILDING PLAN SCALE: NTS SEE ANGLE BRACKET DETAIL 'F NUT & WASHER SHOP DRILL 'E' HOLE 2 CUT EXISTING BRANCH LINES NEAR TEE 2" FIT 90 DEG AND INSTALL NEW FlT COUPLINGS. ROTATE TO CUT EXISTING BRANCH LINES NEAR TEE ELBOW 0-9XEMAKE NEW CONNECTION 3" GRVD 90 3AND INSTALL NEW FIT COUPLINGS. ROTATE TO 7 -- MAKE NEW CONNECTION �)ON A 3" SN� 0112 TXG - SCREW ON NEW 8" FLANGE - I ® / SCREW ON NEW 8" FLANGE TO EXISTING 8" MAIN �/ o - A-_ TO EXISTING 8" MAIN 8 ��--7) TO EXISTING SPRINKLERS 8 D -"U TO EXISTING SPRINKLERS (0-102) (0-8) 8 / 8 ` NEW 8" FEED MAIN V.. 0-11 BREAK OFF EXISTING 8"X8" X2" TEE NEW 8" FEED MAIN 1-2 & INSTALL NEW PIPING PER PLAN BREAK OFF EXISTING 8"X8"X3" TEE & INSTALL NEW PIPING PER PLAN 8" \IC FLANGE 8" VIC FLANGE TRAPEZE HANGER NO SCALE TRAPEZE HANGER "T2" NO SCALE HCR. LABEL NO. 'A' HOLE DIM. 'B' PIPE LENGTH 'C' SPAN ,D' PIPE SIZE & SCHEDULE 'V HOLE SIZE 'F' ROD SIZE T 24" 9'-0" 8'-0" 3" SCH 10 9/16" 1 /2" T1 57" 9'-O" 8'-O" 3" SCH 10 9/16"1/2" ALL THREAD ROD HGR. LABEL NO. 'A' HOLE DIM. 'B' PIPE LENGTH 'C' SPAN 'D' PIPE SIZE & SCHEDULE ,E, HOLE SIZE ,F' ROD SIZE T2 27" 6'-6" 6'-22" 3" SCH 10 9/16" 1/2" O 0 0 0 o mopmminimm 2' -PIPING DETAIL 3' -PIPING DETAIL SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" KEY PLAN 1/2" X 24" ATR NOT TO SCALE r HANGER RING - EXISTING 8". MAIN ANDOVER PARK WEST NEW 8" MAIN ISOMETRIC DETAIL d.. '�'- �—wrw,r � •.n ^' ,_4n �. ,r.ltl IL .� .r.. ��, '.Y�u :,, �.: i,.r ,in.,,. I �.. ,. !'��6�. ...1 HANGER LEGEND' A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER ° DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE -•--•.' 2 -' WAY EARTHQUAKE BRACE 4... 4 - WAY EARTHQUAKE BRACE k "reC1 STRUCTURE- TO CENTER. UNE OF : PIPE IN INCHES SPRINKLER LEGEND -' 5 ► SPRINKLER ORIFICE SIZES AND TYPE 1 a 3 1 `� Cll iit 7 SPRAY 8 11/2"" L -.I C3 0 3/4" ÷ SPRAY 1- 1 1 yi .1 1 �?" � SIDEWALL 1' + , DRY TYPE ia 1. STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN f- s VP tecNm4Inc �e4 0certificate /.. fid` os� ` °'q, �On 4 h /ii �"g 3 >«- h ca.4n' ��1�� SraV' ,yA° tki Nigh a 165' -e-: 2/2. V I" 3' 286' 0) I/Z" 350' 30 1" gag 500' GO t lz" APPROVAL REQUIRED, CITY OF TUKWILA SPRINKLER HEADS USED 5YM MANUF MODEL TYPE THREAD SIZE ORIFIE SIZE HEAD FINISH FINISH TEMP QTY si r d TOTAL QUALITY CONTROL BY . PETE P. . DATE. 6/26/98 APPROVED FOR FABRICATION BY DATE , GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE ENO TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS. THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. B. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. PATRIOT FIRE TO CONNECT NEW RISERS TO THE EXISTING SPRINKLER SYSTEM. ALL PIPING INSTALLED TO MATCH EXISTING SIZING. PIPE . NOTES 1. ALL WELDED PIPING TO BE SCH. 10 2, ALL THREADED PIPING TO BE SCH. 40 OR AWED XL REVISIONS NO DATE BY DESCRIPTION 1 7/7/98 KDF CHANCED PIPE CONNECTION 2 8/11,98 KDF AS BUILT CONTRACT WITH: SIERRA CONSTRUCTION 16715 N.E. 79TH STREET REDMOND, WA 98052-4425 PHONE: (425) 865-3797 PROJECT NAME: PARKWAY SUPERCENTER BUILDING #3 17500 . SOUTHCENTER BOULEVARD TUKWILA, WA 98188 TODD RANKIN (206) 574-0925 J , PATRIFP099CF FI flE PROTECTION 2701, 70TH AVENUE , EAST • TEL TACOMA, WA '98424 FAX (253) 253 3. 926=2290 922-6150 DESIGNER ' ' KEN . FISH ' , SHEET DATE 7/23/98 3 r'`,OF' 1Z JOB NO, 11-Q769 , d.. '�'- �—wrw,r � •.n ^' ,_4n �. ,r.ltl IL .� .r.. ��, '.Y�u :,, �.: i,.r ,in.,,. I �.. ,. !'��6�. ...1 ,,"A^r,.rrM�u^W1,,Yr M�Y ti a! 2u •n • IF 7 40440.Gh"ap k.Mr CLT EXISTING BRANCH LINES AN,',DD INSTALL NEN FIT COUPLINGS. to • ROTATE RISER NIPPLE TEE 90 DEGREES z AND INSTALL NEW PIPING PEF PLAN. E. 8" THREADED FLANGE BABIES CUT EXISTING BR CH LINES AND INSTALL NEW FIT COUPLIN�S. ROTATE RISER NIPPLE TEE 90 DEGREES AND I INSTALL NEW• PIPING PER PLAN. Co r7 DED FLANGE CUT AND ROT, AND EXISTING BRANCH LINES INSTALL NEW FIT COUPLINGS. TE RISER NIPPLE TEE 90 DEGREES w r-8" THR INSTALL NEW PIPING PER PLAN. ----, 1 ED FLANGE CONNECT TO EXISTING 8 AIN AND RUN NEM PIPING FOR EXISTING WALL HYDRA 21" DRY RISER FOR CANOPYSPRINKLERS SEE SEET FP -8 HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U SEE DETAIL V SIDE BEAM BRACKET FITTING • LEGEND PIPE-0—LET PLAIN END FIT FITTING GROOVED SHAPED NIPPLE THREADED SHAPED NIPPLE RISER PLAN *4 SPRINKLER LEGEND: E:-• 3/4 SIDEWALL STATE CERTIFICATION FLOW SWITCH AND REPIPE PER PLAN CITY OF TUKWILA SPRINKLER HEADS USED EXISTING 10" U.G. RISER DETAIL - QUALITY CONTROL BY TOTAL PETE. P. DATE . 6/26/98 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA PAMPHLET NO. 13. APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION, 5. PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13. APPUCABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED R WELDED, SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 6. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS NOTE STRAP PIPE TO TOP OF FRAMING IN CORRIDOR DESIGN CRITERIA 1. PATRIOT FIRE TO CONNECT NEW RISERS TO THE EXISTING SPRINKLER SYSTEM: ALL PIPING INSTALLED TO MATCH EXISTING SIZING. 2. ALL NEW PIPING TO BE DESIGNED PER NFPA 13 ORDINARY. HAZARD PIPE SCHEDULE. j,,/-*--2"X14"X2" TEE CNI CORRIDOR PLAN SCALE: 1 /g' =1'-0" PIPE NOTES 1. ALL WELDED PIPING TO BE SCH. 10 2. ALL THREADED PIPING TO BE SCH. 40 OR ALLIED XL REVISIONS WATER PRESSURE GAUGE POTTER PS -40 AIR PRESSURE SWITCH POTTER PS -10 WATER PRESSURE SWITCH 4" RASCO MDL D DRY PIPE VALVE SYSTEM CAPACITY 165 GALLONS DESCRIPTION 8/10/98 AS -BUILT 4 �-- 4" GLOBAL BTTFLY VALVE WITH TAMPER 4" DRAIN ELL WITH %fir I 1" BALL VALVE EMGLO F--34S-BS AIR COMPRESSOR CONTRACT WITH: SIERRA CONSTRUCTION 16715 N.E. 79TH STREET REDMOND, WA 98052-4425 PHONE: (425) 885-3797 PROJECT NAME: PARKWAY SUPERCENTER 17500 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 TODD RANKIN (206) 574-0925 2707 70TH • AVENUE', EAST TACOMA, WA "98424.4 DESIGNER :4146;,;,4;., J. b a+m� fAI PING HANGER LEGEND "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP EYELET F FLUSH SHELL H SIDE BEAM BRACKET M ALL THREAD ROD R EXPANSION BOLT TRAPEZE HANGER HEIGHT WALL FITTING LEGEND P' PIPE-0—LET F PAN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN " THREADED SHAPED NIPPLE SPRINKLER LEGEND CONNECT TO ;EXISTING 8" MAIN AND RUN N PIPING FOR EXISTING ;WALL' HYDRA T 4 T7g " ' SPRAY SPRAY SCALE 1/8"..1'-0" STATE CERTIFICATION TEMP RATING CITY OF TUKWILA EXISTING 4" MAIN MANUF MODEL TYPE 11/37 SCALE: 1/8" 1'-0" PIPING DETAIL SCALE 1 /2" 1'-0". QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT 10 BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-1) WHICH ARE END TO END., 3. EARTHQUAKE BRACING SHAU. BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET N0. 13. APPUCABLE EDITION 4. PIPE HANGERS AND METHOD Of HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13. APPUCABLE EDITION. 3. PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13. APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, WITH NFPA PAMPHLET N0. 13. APPUCABLER EDITION. SHALL BE 114 ACCORDANCE 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING Of ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (W REQUIRED) TO BE PROVIDED BY OTHERS 2" PIPE -O -LET CORRIDOR PLANIROOF SYSTEM SCALE: 1/8"2.1' -0" 2" PIPE -O -LET 22" SHAPE NIPPLE 4" MAIN DESIGN CRITERIA 1. PATRIOT FIRE TO CONNECT NEW RISERS TO THE EXISTING SPRINKLER SYSTEM. ALL PIPING INSTALLED TO MATCH EXISTING SIZING. PIPE NOTES 1. ALL WELDED PIPING TO BE SCH. 10 2. ALL THREADED PIPING TO BE SCH. 40 OR ALLIED XL REVISIONS DESCRIPTION DETAIL RISERNIPPLE . _..._ .._.. SCALE: 1/2" = 1'-0" 8/10/98 AS BUILT CONTRACT WITH: SIERRA CONSTRUCTION 16715 N.E. 79TH STREET REDMOND. WA 98052-4425 PHONE: (425) 885-3797 PROJECT NAME: '. PARKWAY SUPERCENTER 17500 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 TODD RANKIN (206) 574-0925 RISER CONNECTIONS FIRE PROTECTION 2707 °70TH AVENUE EAST TEL : "' TACOMA.' WA 98424 FAX 7 Orr r+, x li 1'r Y 1:11100,:..?? U' 01!0•11,0'• 0, pl n 474 M + N r .bhw+t 4 � p ; VM..." �N �' N"1^R, M'(•, '�Irax,yY v9 4,4,r41' . Y 4,411,0' �Iw; �d+w,N,.iWJ „m+Iw,eaTr, 44. 13'-0" AFF- t 1. ALL LINES TO SLOPE 1/2" PER 10' OF RUN. 2. ALL HANGERS TO BE TYPE "E" (TOLCO #58) WITH 3/8" . ATR AND EITHER 3/8" X1" BOLT AND NUT OR 3/8" X21" . LAG SCREW. 3. ALL 22" BRANCH LINES TO BE BRACED PER NFPA 13. 4. ALL DRY PENDENTS TO BE FIELD ORDERED, INSTALL 1'X1'-6" WITH 1" CAP TILL D.P.'S ARRIVE. 5. ALL UPRIGHT SPRINKLERS IN CANOPIES TO BE 212' TEMP. 6. TYPICAL ARMOVER TO BE 1"X0'-6" NIPPLE. A B D E F G H K M N P R S T U V HANGER LEGEND "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH ? SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT" CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE W X Y 444 PIPE -0 -LET PLAIN END FIT 'FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE 2 -WAY EARTHQUAKE BRACE • +1}� 4 - WAY EARTHQUAKE BRACE • .0°STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE og T� - - SPRAY 0 GART SPORTS MOST REMOTE AREA 7 REMOTE SPRINKLERS PER NFPA 13(1996) 5-2.3.4.2 DEAMAND AT BASE DV2 174.3 GPM 0 106.2 PSI 3 SPRAY Q 1/2" I' 3/4" SIDEWAU. d SEI 1 1/2" 1" INSPECTORS TEST CONNECTION DISCHARGE ON ROOF, DRY TYPE. 1" 1" STATE CERTIFICATION 2 M 2 ' 02 !M 4-8 6-6 5-6 5--+02 1_' 25-•0 tV •- t l 0 1.-01 i 1.x-0' 1 TEMP RATING 0 a Ise 212' 2864 330` Soo•, 1" { 401 1/2" 1" 1's 1/2" 1/2" 1" 1/2" APPROVAL REQUIRED CITY OF TUKWILA SLOPE UP ' SLOPE UP 1/2" PER 10' 1/2" PER 10' SYSTEM. BREAK POINT SYSTEM RISER LOCATED IN GART SPORTS TENANT SPACE CANOPY DRY SYSTEM #1 SYSTEM RISER LOCATED IN BABIES R US TENANT SPACE STN MANUF SPRINKLER HEADS MODEL ,' TYPE THREAD SIZE USED :. GRIFlCE SIZE HEAD F64ISH ESCIRCN FINISH TEMP QTY RISCO • G ssu CHR G3 DRY PENDENT CHR CHR CHR 212 165 45 41 NEW GLU LAM BEAM TOTAL 66 1.1.11111110111.111111/YIvMEN11"1 1 n 1 T4,6-0 -6-0+91 .�. (do QUAUTY CONTROL BY PETE P. APPROVED FOR FABRICATION BY DATE 8/12/98 " DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTEO OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET 140. 13, APPLICABLE EDITION. S. PIPING SHAU. BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED h WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET 140. 13, APPLICABLE EDMON. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING 6. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED By OTHERS I 0.4.11 DESIGN . CRITERIA 1. CANOPY DRY SYSTEMS DESIGNED TO PROVIDE A MINIMUM 19.5 GPM(.15/130 SO. FT.) PER SPRINKLER FOR THE MOST DEMANDING 7 HEADS. CANOPY DRY SYSTEM #1 SCALE: 1 /8" =1' -0" PIPE NOTES 1. ALL ' WELDED PIPING TO BE SCH. 10 2. ALL THREADED PIPING TO BE SCH.. 40 OR ALLIED XL REVISIONS P40 DATE BY DESCRIPTION O-4 DRUM DRIP f ASSEMBLY, ,,,,,,, ,, /,, / / ,,,i, DRUM DRIP DETAIL SCALE 1/2" = 1'-0". CONTRACT WITH: SIERRA CONSTRUCTION 16715 N.E. 79TH STREET REDMOND. WA 98052-4425',: PHONE: (425) 885-3797 AREA OF WORK ACCEPTED BY L,N-T m SURVEYING AND Rt.1'e SEATTLE. W0SP I s:i h Ix M r 6" . W i" rents of Amis Cr.r rs 9 he n ea Of ad,1,4,enrs r r s[. .,_ , � proved rates. Accaipfanr,w rep.. "o ,1 t + a •w; r, .crt1 ,d and occupancy shown theroon. Fsnis"aed u, :"' t 4;,;,7_,^a, an or final acceptance. .q' Tl w'wlrr;rag comments relate exclusively to tho relative ef' Y c.. .;„ upon' fire insurance rates as determined under Cs.* , 11 e a,0 s.r,h have been fried with and a; pro"ded 'b / ",r ' They are not to be construed as bba ring n"a J 1 'd ",w.o'ear,"hes been axon: r y?- e1;1 r.y,Lfd et ,44 Y.„," :....9.,rr 17500 SOUTHCENTER BOULEVARD TUKWILA, WA 98.188 TODD RANKIN (206) 574-0925 ' 'FORE PROTECTION 2707'70TH AVENUE EAST TACOMA.',, WA ,: 98424 DESIGNER DATE KEN ; FISH ,.,+. 8/10/98. ;'et+w••'f ,�.�`ki�SvWu ,r% .+a lyS v .N� ah W .+ " ,...i1 �' ,,. ". '�," r .a ,µd xi 'W,+ , ,, . i ry�.•�. � " � , . Yr�i . � , r �4.'.�. " .: •W •... .. Y. . .. .,.. J { J"%'�. ' �', i K' 'i.. Y" 1 .� ,. . . �'.Y' I, . JOB NO.'. SHEET •Y:. 11-'0769 • , . 1 n„. oft N`I W Vi;:Yl�Prti'' y;: rnn yl u}P ABIES RUM DRIP ASSEMBLY SLOPE UP 1/2" PER 10' 1. ALL LINES TO SLOPE 1/2" PER 10' OF RUN. 2. ALL HANGERS TO BE TYPE "E" (TOLCO . #58) WITH 3/8" ATR AND EITHER 3/8"X1" BOLT AND NUT OR 3/8"X21" LAG SCREW. 3. ALL 24" BRANCH LINES TO BE BRACED PER NFPA 13. 4. ALL DRY PENDENTS TO BE FIELD ORDERED, INSTALL 1'X1' WITH 1" CAP TILL D.P.'S ARRIVE. 5. ALL UPRIGHT SPRINKLERS IN CANOPIES TO BE 217 TEMP. 6. TYPICAL ARMOVER TO BE 1"X0'-6" NIPPLE. 7. NAS IN OR BELOW EXISTING CANOPIES PER TUKWILA .FIRE DEPT. HANGER LEGEND "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE F PLAIN END FIT FITTING TSN THREADED SHAPED NIPPLE STRUCTURE', TO CENTER UNE OF PIPE IN ' INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE T54171, SPRAY: SIDEWALL KEY PLAN STATE CERTIFICATION TEMP RATING , CANOPY DRY SYSTEM 82INORTHI CITY OF TUKWILA • SPRINKLER HEADS USED SYM MANUF MODEL 212 52 SLOPE UP SLOPE UP SSU PROTECTION IN VOID TO PROTECT BULK PIPING NO AUTO SPRINKLERS REQUIRED IN OR BELOW EXISTING CANOPIES PER TUKWILA FIRE DEPT.: 141 QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EOUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-.6) WHICH ARE END TO END. 3. ,EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET N0. 13. APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13. APPUCABLE EDITION. 5. PIPING SHALL BE 1N ACCORDANCE WITH NFPA PAMPHLET 140. 13, 6. JOINING OF PIPE AND FITTINGS. THREADED & WELDED. SHAD. BE WITH NFPA PAMPHLET NO. 13. APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT 1N AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 6. AU. WIRING OF ELECTRICAL DEVICES (Ir REQUIRED) TO BE PROVIDED BY OTHERS APPUCABLE EDITION IN ACCORDANCE 9. PAINTING OF PIPE 4 EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. CANOPY DRY SYSTEMS DESIGNED TO PROVIDE A MINIMUM 19.5 GPM(.15/130 SQ. FT.) PER SPRINKLER FOR THE MOST DEMANDING 7 HEADS. PIPE NOTES 1. ALL WELDED PIPING TO BE SCH. 10 2. ALL THREADED PIPING TO BE SCH. 40 OR AWED XL 16715 N.E. 79TH STREET REDMOND. WA 98052-4425 PHONE, (425) 885-3797 ACCEPTED BY C . SH 'STWN SURVEYING Ae 1 RA""N 'BSE, �h""M4C'r��•; ct ua• lJ°;iGPO a9 11 ": u.�l.+Jl ,,� M ''Jim L e I. fr�r JkirDa secei'ptr ene. 17500 SOUTHCENTER BOULEVARD TUKWILA, WA . 98188 TODD RANKIN (206) `, 574-0925 comments relate exciesiveiy to the rein*Eve Lipari tyre Insurance rates as determined under have been glad pith and apprc";'-. v , iiy„ r"r•: nit to be construed as b. e.ar'a" has bcen exec~ J : c IQ propene/ "ii. FIRE. PROTECTION 2707 70TH' AVENUE EAST TACOMA.' WA 98424 ", 8/10/98 .s: 1,4 iMR re �y;mr x7r^t v �r. »40•7; w .,s, ear'- w+4 h .T -�� `-- 24 22 d,, . 2 5-0 ` 5-0 5-0 5- INSTALL, NEW, 4" DRY PIPE VALVE FOR CANOPY: SPRINKLERS EXISTING SPRINKLER MAIN 2 ''•9 6—. 21"X2" R, SLOPE U 1/2" PE 10' "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CUP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE F °' PLAIN END FIT FITTING SN ` GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE — 2 - WAY EARTHQUAKE BRACE .. WAY EARTHQUAKE BRACE STRUCTURE TO CENTER" /^^- UNE Of PIPE P4", INCHES SPRINKLER LEGEND KRAUSE'S SIDEWAu STATE CERTIFICATION TEMP RATING rrdiroo�rmrmroiiooiio»iri� SPRINKLER HEADS USED AREA OF WORK KEY PLAN GENERAL NOTES QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE 1. ALL LINES TO SLOPE 1/2" PER 10' OF RUN. 2. ALL HANGERS TO BE TYPE "E" (TOLCO #58) WITH 3/8" ATR AND EITHER 3/8"X1" BOLT AND NUT OR 3/8" X22" LAG SCREW. 3. ALL 22" BRANCH LINES TO BE BRACED PER NFPA 13. 4. ALL DRY PENDENTS TO BE FIELD ORDERED, INSTALL l' WITH 1" CAP TILL D.P.'S ARRIVE. 5. ALL UPRIGHT SPRINKLERS IN CANOPIES TO BE 212' TEMP. 6. TYPICAL ARMOVER TO BE 1" X0'-6" NIPPLE. 7. NAS IN OR BELOW EXISTING CANOPIES PER TUKWILA FIRE DEPT. 22(2-42).,22(1 • 3'2-11" FOW 0'-8., F0 1. ALL MATERIAL AND EQUIPMENT TO BE NEW ,AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE MATH NFPA PAMPHLET N0. 13,APPLICABLE EDITION 4. PIPE NFPA HANGERSPAMPHLET ANDN0. METHO 13, D OFAPPLICABLE HANGING EDITIONTO BE IN ACCORDANCE WITH . S. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) . TO BE PROVIDED BY OTHERS B. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT or REQUIRED) TO BE PROVIDED BY OTHERS ED. CPLG. POTTER PS -40 HIGH/LOW AIR PRESSURE SWITCH 4" X22"j RED. CPLG.: 4" RASCO MDL D DRY PIPE ----- VALVE I --„;.:.:;::k..; c4 8” x4" GROOVED MECHANICAL TEE POTTER PS -10 WATER PRESSURE SWITCH SYSTEM DEMAND AT DV3 164.4 GPM ® 130.4 PSI 1. CANOPY DRY SYSTEMS DESIGNED TO PROVIDE A MINIMUM 19.5 GPM(,15/130 SQ. FT.) PER SPRINKLER FOR THE MOST DEMANDING 7 HEADS. 4" RASCO MODEL D DRY PIPE VALVE SHOWN 90' OUT OF POSITION FOR CLARITY PIPE NOTES 1. ALL WELDED PIPING TO BE SCH. 10 2. ALL THREADED PIPING TO BE SCH. 40 OR ALLIED XL _ SHEAR .... WALL _AT_ _.. —TOP OF ARCHED ROOF._...._..._.. REVISIONS DESCRIPTION ( 1" DRAIN V. CONTRACT WITH: SIERRA CONSTRUCTION 16715 N.E. 79TH STREET REDMOND, WA 98052-4425 PHONE: (425) 885-3797 PROJECT NAME: RISER DETAIL -LOOKING WEST RISER DETAIL -LOOKING NORTH . ACCEPTED BY Cre5thSii:2i3TON Sf VEYINC AND RI„",1 SEATTLE, 10 ; of ti'v '; �F..,. ,.I L' D'I 100 1 1. kl7 tlr M acceptance. `,'o comnenes relate exctusweNy. to the ry.' a .on fro Insurance rates as dattrrm:ned, y .' r;aao been Hitt' and ipt t'a ba conatruedl • a''ara"'ha Cbr,en SUPERCENTER. 17500 SOUTHCENTER BOULEVARD TUKWILA, WA 9818$ TODD RANKIN' (206) 574.0925 DESIGNER;, 44, DRUM DRIP ASSEMBLY:, W TH ACCESS PANEL(BY ffJj IN I Ip GENERAL NOTES 1. ALL LINES TO SLOPE 1/2" PER 10' OF RUN. 2. ALL HANGERS TO BE TYPE "E" (TOLCO #58) WITH 3/8" ATR AND EITHER 3/8"X1" BOLT AND NUT OR 3/8" X21" LAG SCREW. 3. ALL 21" BRANCH LINES TO BE BRACED PER NFPA 13. 4. ALL DRY PENDENTS TO BE FIELD ORDERED, INSTALL 1'X1'-6" WITH 1" CAP TILL D.P.'S ARRIVE. 5. ALL UPRIGHT SPRINKLERS IN CANOPIES TO BE 217 TEMP. 6. TYPICAL ARMOVER TO BE 1" X0'-6" NIPPLE. 7. NAS IN OR BELOW EXISTING CANOPIES PER TUKWILA FIRE DEPT. or O N I N 0 N I THE BON MARCHE / 0 N I I 2 •cr !` LI 1 -p.I 12-0 2 12-0 ' 12-0 12-0 SLOPE DOWN d'[ SLOPE DOWN 1/2" PER 10' �;' 1/2" PER 10' -- - - -- i ! THE BON MARCHE 11-0 1� %1 f 2-0 9-0 11 ,,- J "I O CANOPY DRY SYSTEM *3ISOUTHI SCALE: 1/8' =1'-0' D 4 <_ I KEY PLAN NTS AREA OF WORK ACCEPTED BY • Yt3iS6 INST N SURVEYING AND. S'LAILE, WZ.SIIIN TON • A inn't4T.a The ficeilAr'e ma nee et ITa'tis Bursar) for rt f.x . ?,r.-'.': . t{ r „ strstorrt cll„ances ®w acte lons ra ;, e r dert.: w 1 ,M!O result kr improved rates. Acceptance arPfrle_ tc X . a:7! , m o str ofiion and occupancy shown thereon. Fu'9i y'h Irl iA t :sten o Por Banal acceptance. • • lh comments rrAate excarsavely trt the • upon Bore insurance rates , s deterrs,cot ripve been (lard and . Fri rcBJcca,sstrMd 7Tlt •r l anrti HANGER LEGEND A "UI. HOOK B COACH SCREW ROD D BM. CLAMP WL "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE' BEAM BRACKET K SHORT CLIP M ALL THREAD ' ROD N TOGGLE NUT P POWDER '' DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V+ W X Y Z FITTING LEGEND P PIPE -0 -LET F • PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN ' THREADED SHAPED NIPPLE'° 2 -+ WAY EARTHQUAKE BRACE -.0.-..- 1 4 - WAY EARTHQUAKE BRACE` STRUCTURE TO CENTER /`”" LINE OF PIPE IN INCHES SPRINKLER ' LEGEND r 1 a SPRINKLER ' ' ORIFICE SIZES AND TYPE ti 4 A 4 SPRAY 0 1' 2" T3 © r 3 11�� '' E 3/4' 17 SPRAY' 1 r 4- 3 1 2• A - - • SIDEWALL ', 1r + TYPE 1r DRY 1 r STATE ERTIFICATION MP RATING SPRINKLERS. UP AND DOWN `- d It 11 0 1656 % 1 t Q' On, Inc -e- 212' 1/27, 3 1' o., o`��^ 2116' 1' ' j 1/2" $ Ill��`,� Q� aso 1 'al 1i a�rtett7:" 5o°' 4/2' ® 1/2" APPROVAL REQUIRED CITY OF. TUKWILA eilough Emma-- 1 SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE NEAR F111L5H ESCIRCN FN11SM TEMP OTY (1) RASCO ' C ' SSU 1/1 1/2' BRZ 212 ' 28 • RASCO C3 DRY PENDEM 1' 1/1 CHR CHR 165 > ` 7 TOTAL 35 i QUALITY CONTROL BY ° PETE P. OAT 8/12/98 APPROVED FOR FABRICATION BY DATE GENERAL NOTES ` 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO [ND. 3. EARTHQUAKE BRACING SHAU. BE PROVIDED 114 ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD or HANOINO TO BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 1 3 APPUCABLE EDITION. 6. PIPIN0 SHALL BE 114 ACCORDANCE WITH NFPA PAAIPHUR NO. 13. APPUCABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE NEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 4. AU. WIRING OF ELECTRICAL DEVICES (W REQUIRED) 10 BE PROVIDED ' BY OTHERS Il. PAINTING Of PIPE & EQUIPMENT Or REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT Or REQUIRED) TO at PROVIDED BY OTHERS DESIGN CRITERIA 1. CANOPY DRY SYSTEMS DESIGNED TO PROVIDE A MINIMUM 19.5 GPM(.15/130 SQ. FT.) PER SPRINKLER FOR THE MOST DEMANDING 7 HEADS. PIPE NOTES 1. ALL WELDED PIPING TO BE SCH. 10 2. ALL THREADED PIPING TO BE SCH. 40 OR ALLIED XL REVISIONS MO DATE BY DESCRIPTION CONTRACT WITH: SIERRA ..CONSTRUCTION 16715 N.E. 79TH STREET REDMOND, WA 98052-4425 PHONE: (425) 885-3797 PROJECT NAME:'' PARKWAY SUPERCENTER 17500 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 ,T000 RANKIN (206) 574-0925 ` .'. . •; .. .,,. , :,. a .,. 1 PATRIFP099CF 0 44 , FIRE PROTECTION , • 2707 70TH AVENUE EAST , TEL 926-2290 TACOMA, ' WA 98424 ; FAX (253): 922-6150 DESIGNER ,: KEN', FISH` SHEET DATE 8/10/98, � JOB NO. 11-0769 1 1OF 12 ,++4"1�' 1' r /''0 ' 1, n, I.,i,.1�ar4 C1r• 'pV kY {Jv:�.aw,�*��;� GLU LAM BEAM AT EXISTING BUILDING EXTERIOR WALL NEW SPRINKLERS IN VOID SPACE SR1NKLER LINE ►? 'i1` cy DRY PENDENTS METAL STANDING SEAM AWNING J 7 it ( f' -c,. +,J.Ir1.i.-'.: I' 1. t... J L 4 «_« A I JJ.,,J L.Al-A METAL STANDING SEAM AWNING ;'DART SPORTS 11 TO BE PERFORMED UNDER SEPERATE CONTRACT & PERMIT'Y 1 , �,. ° 1 li•, IR COMP USA 82 SCALE:1 /4' V-0" DART SPORTS SCALE:1/4' zg 1'-0' PLYWOOD SHEATHING ..1 moi.-x-�==�':�+x:��'�� < ;•�, SRINKLER UNE AT ROOF 31-6" FOW BULK PIPING THROUGH EXISTING CANOPIES WITH UPRIGHT PROTECTION ONLY METAL STANDING SEAM AWNING • Y....I • n.°, COST PLUS SCALE:1/4" = 11 -ti MICHAEL'S SALE/4'= SCALE:1 /4" = 11-0" ACCEPTED BY W 'ASHR@I TQN SUR VEYIN Q.'hlal RL $� SEATTLE, WASIVh. T iN 1+7 4.04+,•+;++,0 ran It : „rt Ir i1 r1 aPp . H 1 N ,. ?T %i rn,L)} . # or ui ! k or.; , `nti tl er ygtiktl vir Unproved 4/4ato h Ap.; 8 , .n °• ,Rlrulr,9Gor/ and occupancy .,hc,".'cin an1^ +4,4,4. F r 1 Ct e': on Lor final! acceptance. , n t4 pang g cormments rate exchtshre y to the re a'!.ve u on fire Insurance rates as determ. erred ur la1 w x, t+ave been Mort +MO. and ah r 1 , nro not to be construed as to,l.r .''(1 ' .. ' HANGER LEGEND coatiti C..w t0 ,;�.ti: + SA♦• W+nN M Jl 1 6.1.4'. . YELT. i f�.111 iii 1 vy'wrnpnN'11mf rr`Mar+q!, .l. .Y d fN E iolit .Wrrkl..v,1lS. K.fiW., A O M,tr fOa'acr. ►Hqr avprrrw w�.y:/,w ,...1 +ear xr1 N,IotI PIP " 1, h +wu14p11�'�;M�p!,ui�'"M1 fY''�" !��yy// II^'1 PN".'b ajr.. ��jj M!�4V ^1,M114, 4;01 1/ °i17RM$k W1,w?FY('.1'.RJIr J.r. A0 1ilyP0,....1JkS.,... .l.ul s.w y�y./,w.µw.wth„kilo..., t.1 :+1,+,. ir1+JW.Ww.11Y.w44 ,MW FITTING LEGEND . 1 P PIPE—O«-LET , t PLAIN END TIT f1TTIN0 $N GROOVED SHAPED NUM& TSN THREADED SHAPED NIPPLE —a--,..- Z - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER UNE . Of PIPE IN INCHES ' SPRINKLER LEGEND at y) & SPRINKLER • ORIFICE SIZES AND TYPE 0 ti 1 4.7'+�' (� SPRAY' Co elttit"F P 17 52 SPRAYEll • • a ;3 4" Iw 4- + 44- - 1; �, SIDEWAU. 4 DRY, TYPE_ 1« 1. STATE CERTIFICATION TEMP RATING Qjot oc. pAT F« WCRrtifl eaten 'PQ, 0 163' 212' 1/2' 1 1 = 2136« 1 w 1/2' `11/4 4$ Level q a4� 4 III .41:°� I► Oh % r' 4C 350 1« �.. 1« �- IFt;lll�a 396- 11 2Mr<L„ 5006 1/2�' 1/2'" APPROVAL REQUIRED swum= . , ,. ' ! 2 / '►, ' CITY OF TUKWILA thro SPRINKLER HEADS USED SYM MANUf MODEL TYPE THREAD 011 ICE SIZE NEAO fora CH nom TEMP on TOTAL QUAUTY CONTROL= BY PETE P. DATE 8/12/98 APPROVED FOR FABRICATION BY DATE GENERAL NOTES I. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR IM, APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE ENO TO END. 3. EARTHQUAKE BRACING SHAU. BC PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET N0. 13. APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPUCABLE EDITION.' 5. PIPING SHALL BE IN ACCORDANCE WITM NFPA PAMPHLET N0. 13. APPUCABLE EDITION 6. .WINING OF PIPE AND FITTINGS. THREADED & WELDED. SHAU. BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13. APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. B. ALL WIRING Of ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING Of PIPE & EQUIPMENT (1F REQUIRED) TO BE PROVIDED By __OTHERS 10. FURRING Of PIPE '& EQUIPMENT Of REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. PATRIOT FIRE TO CONNECT NEW RISERS TO THE EXISTING SPRINKLER SYSTEM. ALL PIPING INSTALLED TO MATCH EXISTING SIZING. 2. ALL. NEW PIPING TO . BE DESIGNED PER NFPA 13 ORDINARY HAZARD PIPE SCHEDULE. PIPE NOTES 1. ALL WELDED PIPING TO BE SCH. 10 2. ALL THREADED PIPING TO BE SCH. 40 " OR ALLIED XL REVISIONS NO DATE DESCRIPTION CONTRACT WITH: SIERRA CONSTRUCTION 16715 N.E. 79TH STREET REDMOND, WA 98052-4425 PHONE: (425) 885-3797 PROJECT NAME: PARKWAY SUPERCENTER 17500 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 TODD RANKIN°(206) 574-0925 PATRIFAO99CF 410 ; EIRE PROTECTION 2707 70TH AVENUE EAT S :' 1 '. TEL 253 926-2290 ' ;TACOMA WA 98424 � FAX (2533.922-6150 DESIGNER ;" KEN FISH , .SHEET ,° P DATE 8/10/98 1Z, pF, JOB NO ,' 111 11-0769 .i, i, w u . .; W ti,. ,,;, "i�:'�., >+w ,✓n'V4 , 4' v°'° r �,+, a A�.°fl ,.. +.."+ a;S u, „«.i"I,• • 1' n 1.1• 16 I It , 1' 1114 4 ;4144 h4l r � KrYt t 11 1141144irp11�^l•"�r1wuW1� 14 4" 4445 0,r "� f 141 1� Yl r1 1 1 n r1 r4 t {4114 144 f 11 1 d ` F 4 4 f Ar i 'r 4k I , 111 .�y 1 t e !'447 7971471 147/ T r tooriv,r*..rmr14 S aro ;Ise "V4oM1>rY IT 17477.44- . w+■ !KI 414 I 44 ,^ , r' 1 (44 rr4 r N1 r 1 I 1 , , 1 4t1 ! J 1 41 , 1 1 4 41 11 1 r1 4 4 1 r, j �I 1 ,t V r 1, i 4 d 1 1 4 Ir 4 + 71 ` F' 4 r 4 1/ k�4 J 4 4 4 H* 'A 74 4rti41'1 141 " r 4',11441144 414449`'444/ 4 4°1 f 1 r l i ITI rl 1h r 1 ,4s c 1 1 �, 4r �1 ¢¢'' i i 1 r II 4 r 1 4 1 4 4, r, I4 1' r y Ka { i 4 dY A 4 II i{ I I r 4 1 r { 4 I +" 4 1 r' 4 1!to1 ,uy 1 4 4 ! M 4 1 r ,r r 7 1 477 '7 x I r 1 4141144 ri F ti %} 1 ' 414 1i V4 4i "`1rt 4, 31 �+Ih 1i t 1 ! 44444 vY 7#' 4 4 Iv I r,t 4 tf x 1' 1 11 I/ 44 4 ' , 4t 11 1 t? rA h A r / 44 hi 4 41 4 1 d1 4 r r 4 41 4 t r 4, $ r 4r i+x r 4 I ia I 774( 41 11 I* J1 "n h1l1 4 .444 r, 1 1 171 414 1 1 14 1 44 44 4 Vr 44 } 144 11 f r4, 1 a I u { 11,1 .4 d I "' 14 4 4 v 4 4 4 1 1 r , 4, { 4 1 I 41 I Y f f ++ N 1 + 1 " ) I r r 4 1 ! r' 1 � 1 l t 1 u r 1 '' 11 1 i1 J r 1 111 1 r I, 1 a Jpl ! 1 4rN, • 11 111 I 44 1, a 1 + li { 1 � 4 I r.444,:7,44„4 1 " 1 } y4 1 4 44 44 rr 41 1 t/ C R 4'Vw Y 1 i 44 + ,, r 444 4 '1d o' 4 r. 1F 1444 r , n t 7 r ;�..w µk, _.4 +14 ti«++w4 ti^M�'`'"}'4�Fw ^ . 4.,,x,4, .44..:.x.44_7' 4174 4.414--44-4.4.04. +,r_+.+-1 1 7 _ 91 1 ( ` 4 , ! 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RISER � 4 N 4 44 4 44 4 14 4 1 w 11 i/ r 444411 1 r 4 V 'rs t r'r r4t ri I 14 r 1' 1 I 1 j4 44 11 , 4+ >, I. 1vl rt 4114 T 444 /! 4x414'4 1 M r { 44 § 4 47 1• } m 4 1 r r �Ij44 1 4+ , 4 h +1144 4 4 1 7 4 1 I I v , h 1 11 I 14 14 V f N r+ 1 r J, , 1 }' I II 1 1144 A I 1 j1 1 w rf7 r Ir 4 411 1 �ur14llr 4P a r r r 4441 l 1 4 1 t 4 4 4k 1444 t 4 '1 V 1 r I ', 44 4 Y x11 .4 1 tr 4 y n Y I ell 1 1 4 1 II I I 444 I 11 1 4 44.4 1 l4 1+ I 1 1 r 1 IV 1 t 1 4 JY v +1 1 1 b j x4 44 r r{ 4444 44 1 147 1! 11 4 , A r 44 I 1 11 It 4 ,I '1 /' v., r r / ,4 1 r 1 11)' 4 441 4` ,.' 4 A rrrt I A I 4 1444 f I u 1 I1 1414/1 1 ,4 ' rr r Y 4 14 } ,r r u ¢4 4 4 444 I 1 4 4 4 rY rr' 441 +4 4 1 p 4, 4` / 44 4 1 Y 44 14 14 1 4 I 1 1 II 7 1 144 ate ^� 4 ey t 4 sf 40 00 4" r 1 Al r 4 4` I Y 7 1 4 1 4 4y 1°4 944 1 4 r" y 44 11 4 44 ^f re v t}I C rt ouri,} retro en/110/14y iRtlfh'! T l 41 07'`1 r1 r a 1 s 11 k,1,-; V I r1 1n,a.4r4nCe rat(, 449 01'srn rr4 ur, r ss r 4'1 , bick,r 1 7uJ0 tun t ci N ll'Flr a r�✓r 44 Iv l a " 5 41 y p 4 1 1 1 11,41 Iv I 1 I' 4 1 11,' a trti eterrrl be'Cvr4,*1V/e44 E7" "'4.r14norrir'14m..4r!4.r-4/4r x4,1 ,94,— r z +r.+r - , 1 1 r 4# / 4t 4 4 r 1 .,2443 CH(n146 b. 4 try/1 1 0 7 rf 3 " d 1 + f F4 I 1, , 1!4 or 14J ' 4 4 r 4 4 f r "d r. 4 re A Ir r f 44 14 1 Lk " 44"4'4'�4.r/ R4 1 ,J _ r r h1 r 4 Y 4 Yr !ik4 Yltitisrt "'To iri ':114K :14x: °w�dx.. .11x.4rlyd'� �+4r,.rswr4.r4w 4o- 4 4 4,,� 4,4r RF.�4„r� 1 r ' 1 f I', r 4 t I 4 I Y 11t 4, cr 4 F 4 r1 14 r r f xt I 1 4 I� i/44 "14 I 1] 4 4't 4" 14 i 14 t 1 \ 44 r , t r4 11 4 II 41 4 re a y 47.14 44. .94 t r +1 4 114 lit 4.17 • Y Y r ,4 , 4 1 r FIRE 1ER NonrbRecita- Ev lir a NEW YARD POST INDICATOR VALVE l'.1 L • 34 IMO 14.1444 444•447. 444 fr 4,4 0.147 y 74•44,4444400.44.4•04 IA 41 r e y44 144 c 40 / 444 SEVIR -142 6 C. 10" WT 77,4777440 I le • 11 • CTI ri 1:44 4 444 14 I 1 VII 40 1 43 .04 0,4 xr o 4s1 I c1 1 1 1 1 1 1 1 1 • • 414 01. 44, .0444. -,.4:44,444..,.,4- j Ar, 404, 4,40*44444 4' 4-1.-/441 _ 1•44-,.4417 a.- 44. ) • 7444044,41741.0. • 400,744 4074404404.4. ma) 10.44104 44444444,441 .000.7704 7444144.74,141 41 114111•0 481717.4 Amoy 41111•1• 11•11111MMOI 00 motortypt IE "12 cok -4044 111. 414...- Pry 1 .4.4.444-14 1 44 I 31 04,� r -.la- 444 4.444 STOP M •740 I n 444 44,4.41144.10•70414 FIRE RISER \ NEW 37,972 SQ. FT. RETAIL STORE 71 COQ 44 4i'IRE RISER tj rT- *1111, Penerro. ed. 1.00 1.1.4.4414 • 10 AO 40, 4040 40.4 4110010 01114 IV.01,10•61,11.14.0444,-4 10.1.14 NEW YARD POST INDICATOR VALVE 11441,41..t 11•17,*4444**M.VryS.R.111.4.40 NEW 10" FIRE LINE 014.110100.1444.10.100 1,14111111111 4010 11,10 se AP 0111.11.1gfif 011 EXISTING FIRE MAI \ VAULT WITH BACKFLOW PREVENTION DEVICE, YA Dr, .447 .444 14, i 04.44 .,t,,,...,..,..4{(5 v,\t"6{11;-‘:'0"-'.:„,,e1.,_ N...!,...%, ,2404*X..--, v{Wer ;:r"..4 .... 4 • Py cO rota czo 44 CI 14 c2„ 7t e. 1 44 47 144y 47 • 17 1 ee 4 y 44 41 44 c 41 • 414 z yvt ir 74 tyy 41 141 tr r. 1',' 4 .)\ 1 _ 1 7 -1:. _ --- V `, 1 _2,-, Vr{:k\147.72.111\tIr: --r VI vck ,„,,,,,,-. 4,00 4144 Pram .04' Axer— wog, 444414 1141 4,44,400 as. 4744IFP 44. 29 4 • par or A 74 v 4f4' 01,4 1/ 1 0 o 1 111 A "arra ; 114,1141 • 01 0 1 Iv 4411444/41t 440 1/7 14.1.4444,4 OAL)1t4 DOCK 0,44 444-4r S101,1,4 k 23 8 OF TENANT INPROVEYAENT 44.04. FIRE RISER FIRE RISER r cor 11 444 41. th PRA y0/4444 14‘141 el *so 4,40.4,44.40 re 1 yr 444 o cc'S 7.41 PFR REC /.3050205.2,1, 04.44 44.744.474 4444.4 44, 4.1144. ..,4„0444.44444 4.4 0 44444 4.4444,474•700.4* 44. .-44444 444 444 44/7 4444, 44, 744 I 1 THIS SITE PLAN • IS FOR RE F:RENCE ONLY SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR " DITIONAL SITE PLAN INFORMATION 2 UNDERGROUND PIPING BY THERS , 3 ALL UNDERGROUND PIPE TCq E INSTALLED RODDED AND/OR BLOCKED, FLUSHED AND TO ED PER NFPA 13 at 24 44 MINIMUM BURY 3%-0" 5 PATRIOT START POINT AT 1 LANGE INSIDE BUILDING, --r— crT•Chrolpin011En..74.7 ram, trry 44. NEW YARD POST INDICATOR VALVE ,r4 4 1 NEW 10" FIRE LINE 0 4,01144 .4444. 40.0 Pilcat -27 IL4.22 1- NI i 23 SITE PLAN , W. 444444 081,4 0,4744. 1,4774147447114 II Ift.L.) 1 T 41 SCALE. 1'030' tert 2,) J 4.4 .04 41044. AIN , STORM CB L Ayr 41 .4•44.4410144 41.4•447r4As 1414 Csul r2j1,,ii 70: 164 4044.4444.4.444 44.444444. -4447. 4/1 894 4 If • 4444 444 41...70.414 4.144/4,14,440444704411.444,=4=4F4 (i,......., 044' 4 4.4 TOPM 040.4 404 44. 14 cv it 6:44,4.,,..,tir,-c„,;)12...,:;:t-2) 4 44 11 44 y 41. 444 ,74 crr 1 'STOPM CR 41 tt 107 fit 47 4.11 ,r, .), __ : ,,. 7_,-__ fr.' , V,,,ii:A.;:e.,,,,,:o-i, .....,,, ....., 1,, ,...:-.4::"--:'1--114:44-:::::-.-- ACCEPTED ,R3.4 Without Comments As Noted In Red ar 344 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 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 .7 7_—k:NtbBy FI':6W TEST' STATIC RESbUAL SOURCE LOCATION • 510 14-5 74 ,4586 WSRB 170TH STCTR P.ONY 7712/95 • 10 4#14 r4 r 11 t 4 ' : 141: '0'144' : '1: c 1 t s„ j 4i' t',,r tt'l r , 4 ' \4 4 11,,,,rs 0 T5,:,,", ::, -,,,,° .414,,'`',,,,,;,,,,,,',1,,,,,::',,',,,1,,,,.,,','` '';'1/, 44 4 44"..1;': 4Pi. Il‘.'t :'?CIWP:4t, IP v , ; , , , 1 A' / / 44 D BM CLAMP Wit STRAP M ALL' THREAD ROD N TOGGLE NUT R EXPANSION BOLT S PIPE SPIKE ; FITTING LEGEND MAIN END TIT 'FITTING SS # GROOVED slum NIPPLE TSN I THREADED SHOW NI LE + . 4 -1= WAY EARTHQUAKE BRACE ' (-1, STRUCTURE TO CENTER , y 112 STATE CERTIFICATION Trap itaisiNo , 1. 114-4(4 t APPROVAL REQUIRED aroosi, woo. CITY OF TUKWILA WSR Et SPRINKLER HEADS USED t , 4t! ' MIS IYANUr MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ISCUTCH TOON rtie cny AU. MATERIAL AND EQUIPMENT TO BE NEW AND M. LISTED OR FM :APPROVED L PIPING DIWENSI01101 ARE CENTER TO come EXCEPT RISERS AND OIMEHISIONS t s SHOWN THuSLY (1-41) WHICH ARC END TO ENO. „ 34 '," EARTHQUAKE ORAt.,ING SHAU. BE PROVIDED IN ACCORDANCE WITH ' ;Lynn HANGERS AND METHOD or HAJONG TO Ot IN ACCORDANCE WITH 3 PIPING SHALL BE IN ACCORDANCE WITH WPA PALIPILET 0104 13, APPLICABLE EDITION L 'JOINING OF PIPE AND rirnsos THREADED ilk WELDED. SHAU. BE IN ACCORDANCE T OWNER TO PROVIDE ADEQUATE HEAT I/4 AREAS PROTECTED 10 A WET PIPE &MMUS SYSTEM TO PREVENT WATER 04 PIPES mad rairtzuoa„ , ,, a ), , , a. ALL womo or ELECTRICAL DEVICES (W REQUIRED) TO TIE PROVIDED ' , t' ,i * c sr OTHERS 9Y OTHERS , 10 FURRING OF PIPE a EQUIPMENT (IT REQUIRED) TO BC PROVIDED „ •1 Sy OTHERS down or restoration approval: , / ',FILE , 17 1 REVISIONS o DATE DESCRIPTION 1 1 101 ° 16715 NE 79TH STREET ^ ,.,,, 8.4A131 gas* 1 '' O 17500 SOUTHCENTER PARKWAY p gicqg\,q,i.,,_ir ,4,, , , r 4 di '4 r, r 1, :,•, F 0 ,'", rf JOB NO 11-0774 .111.10 t1"11 f 045500 1 ,719 7171 I or '1 141 t 111 "t4 74 • y1c1 r„, t 4441 1 414 0.8 44 '144 Or o 1 44 sp 44 yi et I 1 y'e 114 A 410, 4 41, 1,4'''*',44?,,''''44#(k4',1,t'''',''41.'i'll''.144'''):1:r11/i4"47',4,1'''''''''''kl''';':tr''''''''''''''',1,''''1::111'''41,444k14.I4'11''''''',:lii''''c'''?'t144'1'4,':',14''''''''''''''''''41.14:1'1'1''' 7111 i "14 77 ),''t ''',,t4.4: 04),111'41) 4,4,1'1r.,r'114': '1,4,!t.l'i Ic 74!!„11'!!!q'44,1' A'I'l I!: l' 4'!1 41 i 1 it lc if t'r (141' s1yr )74747 41 4 IP 'ito 4k Aso 444: 4•414ilot...olicalia } ,eir r+a f,opr w Y+'rct"} ? +sY'r* {tr { I r f� If '<L r rl ri -4-m+ 3 14''w1MF 11.447 4 } to ti a r V$ I rt.?, vrtrttato, { { 4 ` 4t *44.444 4.14 ,10.1111. 74'1 I+r+41+1 tylm4 444,1 4 I j 4 i AF It S { t ....» , 4-* 1 r • { w { { A r 4,40 1.,140..10..0 01} t , r M + VI 1 ''IV' r" TAW FI I ( G f T VIIUrg TJ�R� �(').�� FJ4N AS ,F"R p ��qF�1 J f iMx251 SIF—Fti!' jt "—,r _... .. .µ tN U11 3�k 1-4 LL L N.)1 01-0M (t� f IMS 1,5 TORN. RIM -2' 7 IE _.3 2• -- r 4 , rr 894 r. f jf 11144.....* . • -M 4P i3 4 4 4A4. *14 A A { 44 4' d{ rw { tt F r .+ 4 � � a w It 51 d .., 61.1111, 010.0. 1111.1 .10 RM. .1•414 1 0 W7 tt"r` 44,1444.41.4, 6 RL ■ 40 A* n1/1444.1 .40 00000;4 FIRE Mom %ma emiNID 000 MEM FIRE RISER \ ch EV 10 FIRCLINE EW YARD POST INDICATOR VALVE eakiN 41 arkt F3 t 411 Wow reariolftomo...... Istouippwass -- FY- iflay. FIRE RISER ko -NEW YARD POST INDICATOR VALVE NEW 1 0" FIRE LINE r 0 r t 114414.11441114 41,4 tr FIRE RISER NEW YARD POST INDICATOR VALVE NEW 10" FIRE LINE r'EILF-1" ILL -1 SC I fetal 44.46604.6.4.4.46 1 THIS SITE PLAN IS FOR REFERENCE ONiLY SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDMONAL SITE PLAN INFORmATION 2 UNDERGROUND PIPING BY OTHERS t 3 ALL UNDERGROUND PIPE TO BE INSTALLED RODDED AND/OR 4 MINIMUM BURY 3 —0 BLOCKED FLUSHED AND TESTED PER sIFPA 13 & 24 5 PATRIOT START POINT AT 10"FLANGE IN IDE BUILDING '1'0RM CB TorN CB L 2 ST3F-M C11 il cts4 cot 14 WM- ri.)RtiA CR IL 2 1 NI mem*. 464.64 414 444.46. p L r 10.4 IL 21 t ,r111.1141141.11.1.41.11111.111,3A1.1./ /1..114,111.5.14.11 VAULTe WI H BACKFLOW PREVENTION DEVICE YARD RIpialf) I FOC 1_, t rti Rir sA in N FAN .001 IM 6 vme Fri MH irA 4.1410 caTORIki 13 TORIA s U TA H C Htvi 4.4 62 VLT Ak 6 --) /iiiq '',4 ° ------• \ {_ )1 t\ii,,.M i ) ril 1 P32 17r Clj ../I +i - r\ ,i-nRm el 4 NI r '4217— -1;2' I SITE PLAN 1 std 6 Oct CB IRLIB 1E4 72 1 trizi E. -112P N RIM I'QR1t,A CB It 4 ki -41c1-4•4941461e44 64444 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 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 Tukw a Fire Prevention Bureau TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job No gey is- 7 and exact address for shut down or restoration approval. 10 A I ; ; 4 r I I HANGER LEGEND B COACH SCREW ROD D BM CLAMP WI STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRAG ET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE Li FITTING EGEND PIPE 443 IF' PUJN EN MT rrrntio SN GROOVED SHAPED NIPPLE . . TIN ED SHAPED NI 4A + 4 WAY EARTHQUAKE PACE URE TO LI F PIPE IN 141 SPRINKLER E END R 1 SFR IN KLI It ORIFICE SIZES AND TYPE eh+ + -I- SIOCWALL STATE CERTIFICATION 7 le oar 3 totecb I" t(61..4.1 „rzi, , j„,11 i 'Ir , APPROVAL REQUIRE CITY OF TUKWILA SPRINKLER HEADS USE SYM tdmur MODEL Tyr% MAD ORM I C14 TEMP OTT QUALITY CONTROL SY A GENERAL NOTES ALL MATERIAL AND EQUIPMENT TO Olt NEW AM IL LPSTED 04 FM APPROVED SHOWN THUSLY (1 11) WHIM ME ENO TO END 3. EARTHQUAKE 'RACING SHALL OE PROVIDED IN ACCORDANCE WIN 11/11A PAMPHLET NO. 13 APPUCARLE EDITION 4. PIPE HANGERS ANO WHO° OF HANGINO TO IIE IN ACCORDANCE *TM NM PAMPHLET NO 13 APPLICASLE toms $ pzetmo SHALL OE RI ACM/DANCE WRN WA PAMPHLET HO 13. APPLICAELE EDITION L JOININO OF PIPE AND FITTINGS THREADED & WELDED SHAIJ. It IN ACCORDANCE WIN KFPA PAMPHLET NO 13 APPUCAME MON. OWNER TO PROVIDE ADEQUATE HEAT RI AREAS PROTECTED OT A WET PIPE SPRINKLER SYSTEM TO PREVENT W TER IN PIPES FROM FREEZING. II ALL TANI 0 or maxim DEVICES (W REQUIRED) TO IFE soma, iry OTHERS 10 FURRINO Of PIPE & EQUIPMENT (IF REQUIRED) TO OE PROVICED 1.11 OTHERS DESIGN CRITERIA .t / PIPE NOTES REVISIONS too DATE DESCRIPTION CONTRACT wIT1b SIERRA CONSTRUCTION 16715 N E 79TH STREET REDMOND WA 98052-4425 o PHONE (425) 885-3797 / PROJECT NAME PARKWAY 17500 SOUTHCENTER TUKWILA TODD RANKIN SITE PLAN a SUPERCENTER WA 98188 , (206) 574-0925 FILE ' 1 . , 1 r@ C/MEN*-gliI Br 1 Al JUN ? P 19q FIRE PROTECTION 2707 70TH AVENUE EAST TEL (253) 926-2290 TACOMA WA 98424 FAX (253) 922-6150 DESIGNER ^4 KEN FISH SHEET ; DATE 6126/9 1 OF J08 NO 11.-0769 4,1 tt rcm- D fi i" RISER #1 4041,04,44.4 � I r !4 111 ry d ' WALL HYDRANT SUPPLY PLAN '1 4 gds •-C -44 . 44 44 —44 CORRIDOR PLAt I -4! #— --a +44,4 1 � +'. err-....� *r•n M +«"-. --- 4 p rw I a i 4-44.4 444 i1 4 4. 444 —. t *—M — ^ -. — ti RISER #3 BUILDING PLAN CUT EXISTING BRANCH UNES NEAR TEE 2" FIT 90 DEG 2 d7AND INSTALL NEW FIT COUPLINGS ROTATE TO ELBOW 0-88 MAKE NEW CONNECTION NEW 8" FEED MAIN SCREW ON NEW .B"' FLANGE TO EXISTING 8" MAIN TO EXISTING SPRINKLERS BREAK OFF EXISTING 8" X8" X2" TEE & INSTALL NEW PIPING PER PLAN PIPING DETAIL SCALE 1/r 1 -0" INSTALL NEW FIT COUPLINGS 1 ROTATE EXISTING PIPING AS REQUIRED ti i4" d EXISTING 8" MAIN ti r �k h ISOMETRIC DETAIL 1 r w SCALE., NTS Ci RISER #4 SCALE. NTS 4 TRAPEZE HANGER "r NO_ SCALE_ HGR. NO HOLE DIN 'B' LENGTH SPAN 'D' PIPE SIZE & SCHEDULE 'E' HOLE SIZE 'F' ROD SIZE T 24 9 —0" 8 —0" 3" SCH 10 9/16",1/2" 5/8" X 3" LAG SCREW (1/2" X 3 FOR 6" PIPE) GRINNELL FIG 206 1/2" SIDE BEAM BRACKET NUT & WASHER (TOP & BOTTOM) 1/2" X 24 ATR HANGER RING HANGER TYPE "H" PITS 11x1" 4444 / N 6 4-0 >os 4 i• d' { 4 6 1 21,0 AO — $ 6 21-0 '44 .44444 6 21-0 44444 WALL HYDRANT SUPPLY BOULEVARD CC ► 0 I / 6 / 21-0 A 11X1" SNAP LET ry� k tit ! I ( i � 4 J >" I t 6 KEY PLAN NOT TO SCALE ANDOVER PARK WEST SOUTHCENTER PARKWAY 11/2/7/://';'/?;11/6°'v't' ///V'(&/ VICINITY MAP NTS 1 SN REDUCING C 1" P LET HANGER LEGEND A U HOOK COACH SCREW ROD FLUSH SHELL 0 CEIUNG FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BO T PIPE SPIKE UPUNG CONN CT TO EXISTING 8" MAIN AND UN NEW PIPING FOR EXIST NG —WALL RANT .444 444. FITTING LEGEND PIPE 0 UT PLAIN ENO FIT FITTING SN GROOVED SHAPED NIPPLK TS14 THREADED SNAP D 2 ///, WAY EARTHQUAKE BRACE WAY EARTHQUAKE BRACE .../0STRUCTURE TO CENTER UNE Of PIPE IN INCHES SPRINKLER LEGEND SPRINKLER attrict SIZES AND TYPE 4' PRAY SPRAY Ms TYPE 1 4 1/2 STATE CERTIFICATION TEMP RAMO 212 2/141 3:E 150 1/2 APPROVAL REQUIRED CITY OF TUKWILA SPRINKLER HEADS USED MANUF MODEL TYPE MAD MZE HEAD iSofro4 Trio, PEICOff 02 1 TOTAL QUALITY CONTROL SY PETE P DATE 6/26/95 APPROVED FOR FARR CATION BY DATE GENERAL NOTES I ALL MATERIAL AND EQUIPMENT TO K KW AK UL USIED OR IM APPROVED 2 PIPING DIMENSIONS ARE CEWIER TO CENITA EXCEPT RISERS ANC DIMENSIONS mow THUSLY (1 a) WHICH ARE ENO TO E EARTHQUAKE BRACING SHALL SE PROVIDED IN ACCORDANCE WITH NEPA PAMPHLET NO. 13 APPUCABLE EDITION PiPE HANGERS AND IIVII00 Or HANGING TO RE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13. APPUCABLE EDITION. 5. PIPING SHAU. SE IN ACCORDANct FAIN NEPA mown No 13, APPucABLE EDmos 6 JOINING Of PIPE AND FITTINGS. THREADED k WELDED SHALL BE ACCORDANCE WITH NEPA PAMPHLET NO 13 APpUCABUE EDMO owNER TO PROvIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREvENT WATER IN PIPES FRO FREEZING. AU. WIRING Of ELECTMCAL DEVICES f REQUiRED) TO BE PROVIDED sy OTHERS PAINTING OF P1PE & EQUIPMENT Of REQUIRED) TO BE PROVIDED By OTHERS 10 FURRING of PiPE k EQUIPMENT ot. REQUIRED) TO RE PROVIDED ey OTHERS • DESIGN CRITERIA 1 PATRIOT FIRE TO CONNECT NEW RISERS TO THE EXISTING SPRINKLER SYSTEM ALL PIPING INSTALLED TO MATCH EXSTING SIZING PIPE NOTES 1 ALL WELDED PIPING TO BE SCH 10 k 2 AU. THREADED PIPING TO BE SCH 40 OR AWED XL ' REVISIONS DATE DESCRIPTION CONTRACT WITH: SIERRA CONSTRUCTION 16715 N E 79TH STREET REDIAOND WA 98052-.4425 PHONE: (425) 885-3797 PROJECT NAME: PARKWAY SUPERCENTER BUILDING #3 17500 SOUTHCENTER BOULEVARD TUKWILA WA 98188 TODD RANKIN (206) 374-0925 t RISER CONNECTIONS FIRE PROTECTION 2707 70T4 AVENUE EAST ) TACOMA WA 98424 TEL 253) 926-2290 FAX 253) 922-6150 DESIGNER KEN FISH SHEET DATE 6/26/98 JOB NO 11-0769 2 OF' JI ot 4 f stt cz 7,1» iv* 4414 q 4 1 1- 4 I' 4 .44444.44,..4.4 r 4 rZ p rC T EXISTING BRANCH LINES r D INSTALL NEW FIT COUPU GS ROTATE RISER NIPPLE TEE 9, DEGREES AtriD INSTALL NEIN PIPING PEPLAN a. 8" THR P DED FLANGE, CUT AND ROT AND EXISTING BR INSTALL NEW TE RISER NIP INSTALL NEW 2 'ba 0 CHILINES N AT COUPLINGS LE TEE 90 DEGREES I6 8 THR PIPING PER PLAN - - to \ itZN DED FLANGE CUT AND ROT AND EXISTING B INSTALL NEW TE RISER NIP INSTALL NEW ICH LINES FIT COUPLIN 'LE TEE 90 PIPING PER k`r } 8 THREADED FLAG 0 ib 14 } 4 DRY RISER FOR CANOP" SPRINKLER t P d 4 { LO AI V v 4 d r r• 1 r r EXISTING RISER I TO REMAIN I � b J 4 tl .4 v INi 1 I tl RISER PLAN *4 r. : . ! 4 liati 20' & AFF INSTALL NEW4 8" FLOW SWITCH REMOVE EXISTING 8" AND REPIPE PER PLAN ;M d � u 1 14 4 r 1 EXISTING 10 U G fi RISER DETAIL- 81 WATER PRESSUR4E GAUGE 64 AFF t 8" POTTER VSR— FLOW SWITCH 2" AGF #1000 TEST & DRAIN B" RASCO MDL C WAFER CHECK VALVE `1 4 I n4 I Q�\a 5 LISTER NOTE WELD ALL FLANGES I TO PIPING 4d N SCALE. 1 /z' 1 d' 1. POTTER PS -40 AIR a PRESSURE SWITCH POTTER PS -10 WATER PRESSURE SWITCH /` 4 RASCO MDL D � 1 + �.--- DRY PIPE VALVE ,-. I :„..40-11.2 �,. ' ccy �...;.! et o" L.. a SIL.1 4 GLOBAL BTTFLY VALVE WITH TAMPER 4 DRAIN ELL WITH U C ©0 > RISER DETAIL - vz 06 4 NOTE SCALE. 1/8' 1 Cr HYDRAULIC CALCULATIONS AND WATER FLOW INFORMATION FOR THE CANOPY SPRINKLERS TO BE PROVIDED r UNDER A SEPERATE PERMIT AND WILL BE SUBMITTED AT A LATER DATE AIR COMPRESSOR co 4 If NOTE STRAP PIPE TO TOP OF FRAMING IN CORRIDOR 4- .„,_.2 X1 X2 TEE NI 1 o CORRIDOR DROP DETAIL SCALE 1/4 1 0" SNAP LET, 6 ff 21-0 [,8" X2 MECHANIC L TEE • • 0 IP. lot r. • • W. 0 qt o 24-0 13 16-6 • • EsLI 0 • CORRIDOR PLAN SCALE 1/8' 1 Cl r SN P LET CONN CT TO EXISTING 8 MAIN AND UN NEW PIPING FOR EXIST NG —WALL YDRANT I 1 HANGER LEGEND A U HOOK B COACH SCREW ROD D BM CLAMP W/ STRAP E EYELET F FLUSH SHELL y# SIDE BEAM BRACKET K SHORT CUP ki ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE X FITTING LEGEND PIPE .0 LET SN GROOVED SHAPED HMI TSN THREAD SHAPED NIPP 00.....P.P. WAY EARTHQUAKE SRACE 40 4 WAT EARTHQUAKE BRACE sTRuctuRE To UNE Of PIPE IN INCHES SPRINKLER LEGEND SPRINKLER AND TYPE *moor* 112. -I li SPRAY la ; . ':83% 11: 2' +1 :DEW" : STATE CERTIFICATION TEIMPITIPIATIING 4tv (IlOiL /,i1 Ilir-ri‘T' 71 itriflil.4, 20ii SOO I 1/2" 1 APPROVAL REQUIRED Nefri"Pwr through Deco'Sr SPRINKLER HEADS USED SYM MANUF MODEL TYPE silt° TY HEAD "MC" TEMP °TY • ra9:0 C RECESSED la' Yr Oft DV 165 1 IP PENCOff 1/1 CHR 1 otAt. 11 QUALITY CONTROL BY PETE P DATE 8/28/98 # APPROVED FOR FABRICAIION SY DATE GENERAL NOTES AL MATERIAL AND EQUIPMENT TO IS NEW AND 1/4. LISTED OR no APPROVED 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS MID DIMENSIONS SHOWN THUSLY (4.4) WHICH ARE END TO ENO 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH I NFPA PAMPHLET NO. 13 APPLICABLE MON I 4. PIPE MANGERS AND METHOD OF HANGING TO DE IN ACCORDANCE WITH NITA PAMPHLET NO 13 APPUCABLE EDITION. 5 PIPING SHAU. BE IN ACCORDANCE WITN um rAkIrtiLET NO. 13. APPUCARLE EDITION II JOINING Of PIPE AND FITTINGS* THREADED & WELDED. SHAU, BE IN ACCORDANCE WITH IIIFPA PAMPHLET NO 13 APPLICAOLE EDITION. OWNER TO PROVIDE ADEQUATE HEAT WII AREAS PROTECTED NY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING 4 AIL WIRING or ELECTRICAL DEVICES Of REQUIRED) TO et PROVIDED NY OTHERS 9 PAINTING OF PIPE & EQUIPMENT OF REQUIRED) TO BE PROVIDED 1 PURRING OF PIPE * EQUIPMENT OF REQUIRED) TO BE PROVIDED r DESIGN CRITERIA 1 PATRIOT FIRE TO CONNECT NEW RISERS TO THE EXISTING SPRINKLER SYSTEM AU7PIPING INSTALLED TO MATCH EXISTING SIZING 2 ALL NEW PIPING TO B DESIGNED PER NFPA 13 ORDINARY HAZARD PIPE SCHEDULE PIPE NOTES 1 All WELDED PIPING TO BE SCI1 10 2 ALL THREADED PIPING TO BE SCH 40 OR AWED XL REVISIONS _, DATE ESC/DIMON CONTRACT MTH SIERRA CONSTRUCTION ) 16715 14 E 79TH STREET RED1AOND WA 98052-4425 PHONE (425) 885-3797 PROJECT NAME. PARKWAY SUPERCENTER BUILDING #3 17500 SOUTHCENTER BOULEVARD TUKWILA WA 98188 TODD RANKIN (;06) 574-0925 RISER CONNECTIONS r Ill vI FIRE PROTECTION , 2707 70TH AVENUE EAST TEL (253) 926-2290 TACOMA. WA 98424 Iv v FAX (253) 922-6150 DESIGNER KEN FISH SHEET FP3 DATE 6/26/98 3 I JOB NO OF 11-0769 rvY viy 44 t IA I 1 y I l } 1 I 11 r } n 1' Ir if l4 1 I I I r 44 A , rr r V f44 ria 11 4 4h rn 4 4 1 kr f Ids 1 4 1 1 rI 7r f! 1 1, 4 • , I ,A 1 o Ir A r .4444.. M» 44.140.444. ) 0 r� } 4 11 5 , I xhryal 44 $ 4 A ,1 }p 1 rl k 4 i"`.40.014.4 .4.41 ^...�,t4»^+1 k s• +'. 444 *atm ..w.,,,. r^*aaow. ` NjiP 4 1 1 .1 11 F r+ 1, 1 tt rJ I , r ✓44 ' s 1 I JN r }r 441 + AI 4' II d p 44 n YI I I { Y 44 44 { (1 9) .141 ill 4) (, I1) 144— 444 la I 4-11 I REMOVE EXISTING MAIN PIPING TO RISER AND INSTALL NEW PIPING PER PLAN STARTING I AT THIS COUPLING I4 8 3-81 I co rn es 0:1 co o�' 5X5" •"B ROLL 5' ELBOW AT A 45 ANGLE 5" VIC FLANGE N 14-1 � ST NEW COUPLING ED COUP } RISER PLAN I 4 + °), P 44 71 u4 artl SCALE, 1/8'-1 —fl W J r I r0,4✓ 44 44 l 1 I EXISTING 24"X24"X6" WALL HYDRANT TO BE PUT BACK IN SERVICE ❑I I I I EXISTING 6" SUPPLY MAIN ti } 11"-X-1 "— SNAP L I II rr; 21'-11 AFF- t WATER PRESSURE GAUGE 2" AGF #1000 TEST & DRAIN co AFF- t 8" POTTER VSR—F FLOW SWITCH 1' l LISTER NOTE WELD ALL I FLANGES TO PIPING, Iq POTTER PS -40 AIR PRESSURE SWITCH 'c11 POTTER PS -10 WATER Af PRESSURE SWITCH 4" RASCO MDL D cto o 8" RASCO MDL C WAFER CHECK---' VALVE co DRY PIPE VALVE ca 1 O � 4 \--• 4" GLOBAL BTT'FLY VALVE WITH TAMPER " DRAIN ELL WITH 0 4, 4 rt A 4 I 1 tie h1 4 Or '114 114 ±uk. 44 Ito C9 EXISTING BRANCH LINES INSTALL NEW,FIT COUPLINGS I TE RISER NIPLE TEE 90 DEGREES 6+ 6" THR INSTALL. NEW I PIPING PER PLAN co 0 I& 41444 ED FLANGE CUT EXISTING B AND INSTALL NEW ROTATE RISER NIP AND INSTALL NEIN z C9 CH LINES FIT COUPLINGS LE TEE 90 DEGREES PIPING PER PLAN �,� cvI 1 l/ lr o ��. • 8 i I L• THR DED FLANGE CUT EXISTING AND INSTALL ROTATE RISER AND INSTALL RISER DETAIL- *2 B CH LINES E' NEW FIT COUPLINGS NIP LE TEE 90 DEGREES 61 8. TH NEW PIPING , PER PLAN tk h 44 if° 44 04 11 0 II 4 141t 1411 41 04, V COI wf 143 Vi 1 Pr 400 h4 I rr 44 • 01 44 411 '1 A 11 • 440 a 011 0 e 144' Ar 44, 44 Pi a no kik! V PI 14 1 • I ki -10 14 I 10 I 9 nrn we 4 st et COL CUT r; AND ROT 4, AND EXISTING CH LINES ! INSTALL NEW FIT COUPL1N S it RISER NIPN.E TEE 90 DEGREES INSTALL NEW PIPING PER PLAN TO EXISTING HOSE RACK s. cn co I GREEN Clif 8 4 It 40 i wk ko h 144,14 o 00 4 4114 40 0 ft 4 • , twat )i 444 wO virP ji 10 1/4 k 40 04044146 In•Li 44.44 44110.44tha 40 40014.441041 twIt4Iwv 410444,0104 #1.0 it A4 kir 0 • owi • ro 1 Pt o 1 P. .140 14 iv 00 11 i wit 44 er 10 I ow I tit k o 41 mr o 44 41 Ph I I 41 44 5 44 0 I Ow I o 144 4v et RISER PLAN *3 o 114 )4 040 II ok,r4, to 10 • 44 1 14 it 44 1 k lir la 44 or VA ir ri 414 444 wv4 44 • du I RISER PLAN 112 AFT— t NEW 8" MUELLER NRS VALVES WITH GEM #751 WALL POST WITH TAMPER TO SPRINKLERS TO WALL HYDRANT AND HOSE RACKS t " WHITE WATER PRESSURE GAUGE 2" AGF #1000 TEST & DRAIN , FLOW SWITCH O M ( tw RISER DETAIL- * 5 Iv 1 • SCALE 1/2"4.1—cr Or 40( 4, ROLL 90 AT A 45 ANGLE AND CONNECT TO PIPING 11, 6")(5" REDUCIIIIG COUPLING 6" 45 ELLi NOTE HYDRAULIC CALCULATIONS AND WATER FLOW INFORMATION FOR THE CANOPY SPRINKLERS TO BE PRO UNDER A SEPERATE PERMIT AND SUBMITTED AT A LATER DATE AIR COMPRESSOR It PIPING DETAIL- *1 4,4 40 14, • 9 40 I 15 ttt 04 ra 40,4 it ol I OS V 0144 h 01 44 ar fr .14 14 o 411, 004 j1 WILL BE , 4 o 44) 1') HANGER LEGEND U" HOOK B COACH SCREW ROD D BM CLAMP WI STRAP E EYELET F FLUSH SHELL G CEILING FLANGE 7 4 SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT ; S PIPE SPIKE T FITTING LEGEND I' PLAIN END FIT FITTING EN OROOVE% LOOM WINKS. TEN THREADED SHAPED NIPPLE + 4 riir° WAY EARTHQUAKE BRACE SPRINKLER LEGEND R / SPRINKLER ORIFICE SIZES ti :-1- [ I 4-1 311 4, s:my mu. 01 i STATE CERTIFICATION TEMP RATIN° ' 0 165' ' 4, ; ra, "I, 1:1g,tii101.0%A_ , ' 9:' 3sce 's ( APPROVAL REQUIRED SYM MANUF 11100EL TYPE THREAD SIZE Nona SZE HEAD FINISH ESCU1CH FINISH mos ary 4) RCM C3 DRY MOW 1 2* CHR CHR 165 QUALITY CONTROL sr I #, 1 PETE. P DATE /28/98 APPROVED rim FABRICATION BY DATE 0 I 2. PIPING DIMENSONS ARE CENTER TO CENTER INCEPT RISERS ANO DIMENSIONS 4 4 SHOWN THUSLY (10.1) WHICH ARE END TO END • 4 P '44 3 EARTHQUAKE BRACING SHALE RE "mown IN ACCORDANCE WITH ° k 1 e i 4 4 4V NEPA PAMPHLET NO. 13 APPLICABLE EDITION 9 4, PIPE HANGERS AND METHOD Of HANGING TO BE IN ACCORDANCE WITH , 5. PIPING SHALL BE IN ACCORDANCE WITH WIMA PAMPHLET NO 14 ARPLACARLE ESMONI II JOINING Of PIPE AND MINOS, THREADED a WELDED, S1UILL BE IN ACCORDANCE It OWNER TO PROVIDE ADEQUATE NEAT IN AREAS PROTECTED WV A WET PIPE SPRINKLER 4 r SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. , 1 4 , 4 a. AU. WIRING; or ELECTRICAL DEVICES Or Roma)) To et r*ovroto BY OTHERS 4 4 .4 9 PAINTING Of PIPE it EQUIPMENT OP REQUIRED) TO It PROVIDED NY OTHERS e 10. FURRINO Of PIPE k EQUIPMENT or REousto) TO BE PROVIDED v. P I DESIGN CRITERIA ,r 1: PATRIOT FIRE TO CONNECT NEW RISERS TO THE EXISTING 4 r 4 SPRINKLER SYSTEM ,ALL PIPING INSTALLED TO MATCH 2 ALL NEW ,PIPING TO BE DESIGNED PER NFPA 03 ' ORDINARY HAZARD PIPE ' SCHEDULE ,, I ALL WELDED PIPING TO BE SCR 10", /4144.44, 14 I REVISIONS DATE DESCRIPTION '0 16715 N E. 79TH STREET 4 PARKWAY ' SUPERCENTER '' 4)e' 41 BUILDING #3" i 17500 ' SOUTHCENTER BOULEVARD , 2707 70TH AVENUE EAST 4 ,, TEL 2531' 926-2290 DESIGNER KEN FISH SHEET ' DATE 6/26/9 4 OF ; P 1 JOB NO 11-0769 A4 I • Pr 44114, 15 41, 04 • °or\ 041 411 41 0 PO ! '3 il tt 41 41 '' I11:: I If Ikr'''''' 41 4'. I ll'I'..111/'419 7 I* 4 4010 hr 1' 40 ik1 to r if 4 • r 44 11 1 PI 111 1 PvI • 1111w 411 40 • 110 Ir 4 11 , ,444,0444,/14,,j,,,,,,ii,,,,,,, ler'1,1r,.if 4;,II, ofi,:;, 44 1 1A hk Pt 4 Ito w War .41 •wi 0.4. .0w140.4440400olivii./.1. 4144 11 11 \ ,S7t�� 1 /�`�� TPtL�. t gas SQR pitl /Jar -6s IN -s7> -LL4rI aN Pe NFP/ it- I 3 AND Thew/L A • ScoPE QF oieK ,D©) SP 1410 S14ssPE-0(1AE'A CE/LIMc/N GLQS T 1 silt: ' o; -ITL -TIN p/PipiG I211A8oVt* cE-jL/itG I -USN 1 N SIAL L 1" DRap "NDP Q E -N r ss S-yrn S 4D x�sr H,4, G ie • I" P aP ro scaPek1Q p cell -IN 6' wiTH per DENT Rec,Es'SEa SFR��►KL Asea M aDE! G '/2.. x 1/2. 416sF E exisWAIG 7'0 Rv►') A -1 6Q A©L E A TUKWILA FIRE DEPARTMEN1 Please call: 575-4407 cnd give this job No. a. S kgs% and exact address for shuts down or restoration approval f iRg Spg )NkLEl // CLa.S's T AUG 3 0 2002 T1k LA 2. 8z 3 o R, s i4 r TA, SPIN. ON SHEET I SPRIG ON JOE t�v Western States Fire Protection Company 7102 -1801.21 AVE NE. SUITE A-105 • REDMOND. WA • 98052 wE5'TE7H SATES AaE PcOTECTION COMPANY — OFaCES LOCATED CENVEN. LC3O G11E3,37. ►AIL,SEATTLE, OUW . Q.ZTO.,•TLANTA Pone: 206-881-0100 S L48/9 ' "LIS # 9STa 17.5"©o 5oCTNCNTE ' Pk Icy! ThkwJL4, WA, 7s188 ACCEPTED Without Comments (] As Noted In Red [] Per The Attached Letter These plans have been reviewed by The Tukwila Fire revention Bureau for conformance with current city standards. Acceptance is subject to errors and 'missions which do not authorize violations of adopted ;andards and ordinances. The responsibility for the .1equacy of design rests totally with the designer. additions, deletions or revisions to these drawings after pis 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: o"t VOL. By: 5 ES E. 152 Third Ave S., #200, Edmonds, WA 98020 425) 670-2724 FAX 425) 670-2675 WA St Elect Lic #FEDERFI186DJ PARKWAY SUPER CENTER Tukwila, WA FIRE ALARM SYSTEM IMPROVEMENTS ACCEPTED ❑ WitAs Not NO pme t Submittal 0 Per The Attached Letter These plans have been reviewed by Theft if l® r 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 for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: By: ation TUKWILA FIRE DEPARTMEN't Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. .IC11:1 ViAY 2 4 2002 Cr) 0) r4 GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND MUST MEET ALL APPLICABLE CODES. - 2) ALL WIRE AND CABLE- MUST BE RATED FOR FIRE ALARM USE PER THE LATEST REVISIONS OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR OR FPLP. 3) ALL CONDUCTORS MUST- TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL _ PANEL. 4) TO RETAIN WARRANTEE, THE FIRE. ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURERS TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING CONTRACTOR SHALL _ COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE FOR UNDOCUMENTED - CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE _CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND ADA SEE DETAIL 10) SMOKE -DETECTOR LOCATIONS ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72. 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR. 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND/OR NO FURTHER THAN 30' FROM EACH OTHER. - 13) ALL FIRE ALARM DEVICE SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEIUNGS. 14) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" - TO - ANY -PART OF ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ECT.) IN - MECHANICAL ROOMS. - Y `. 17) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY' PART OF ANY LIGHT FIXTURE. 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE -RUN IN SAME CONDUIT. 19) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH. - 20) ALL CIRCUIT FEED AND RETURNS SHALL BE SEPARATED BY A MINIMUM OF 6'. 21) 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. SIGA-CR 24VDC - OR — 120 VAC RED NO C DATA IN + DATA IN I NC 99T RATING 2.0A 0 24VDC TB2 4 32 1 TB1O0 00 !16161[ n,rC M , WIC 6 WHT PAM BLU C YEL`N.C. G RATING 10 AMPS -115 VAC DATA OUT + CONTROL RELAY %ST 61666 DATA OUT - N.O. WIRE CODE ALL WIRING TO MEET NEC ART. 760 CODE REQUIREMENTS. LETTER A B C D Dix COLOR SI 1 1 2 2 1 1 2 2 E 2 F 2 G 12 - 1 H 4 K 2 M P 1 1 1 1 BLACK ORANGE BLACK ORANGE RED BLUE RED BLUE BROWN YELLOW_ BLACK WHITE #16 #16 #16 #16 #14 #14 #14- #14 FUNCTION ZONE ZONE LOOP HORN/STROBE HORN/STROBE LOOP #14 DOOR/HOLDER #14 FAN SHUTDOWN ANNUNCIATOR #16 #14 - PURPLE #14 ELEVATOR_ RECALL ATLAS #16 TSP SPEAKER CIRCUIT 212-16-1-2J ATLAS 212-16-1-2J #16 TSP PINK #18 PINK #18 RED _ #14 BLACK #14 R 2 ORANGE #14 S _ 4 BROWN , #16 T 3 PURPLE #14 3 YELLOW #14 W 2 YELLOW X 1 SPEAKER LOOP REMOTE LED 24VDC POWER EQUIP CONNECTION REMOTE TEST SWITCH 't DIALER #16 - - BEAM DET. TRANSMITTER ATLAS 218-16-1-1W #16 Y 2 BLUE - #16 Z 1 ATLAS #16 218-16-1-1 TP ZAS LOOP BEAM DET. TRBL. RS 485 COMM. NOTES: 1) TAG AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER. 2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER. - 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES. 4) NO MORE THAN '63" T- TAPS SIGA-270 RED LED (ALARM/ACTIVE) DATA IN + DATA IN - 1 X 0 TB 0 TB1 O 'icy 87 . • . 43 21 0000 0 o PULL . STATION - GREEN LED (NORMAL) X r— DATA OUT + �177--DATA OUT - - r HORN/STROBE UNIT CONNECTION PRECEEDING , - SIGNAL OR FACP STROBE c AUDIBLE D NEXT SIGNAL OR EOL TYPICAL STROBE CONNECTION PRECEEDING SIGNAL OR FACP c STROBE iv NEXT SIGNAL OR EOL CEIUNG 13• 48" AFF TO TOP OF DEVICE 80" AFF TO BOTTOM OF DEVICE FLOOR A.D.A. REGULATION COMPLIANCE SWITCHES, CONTROLS AND FIRE ALARM PULL STATIONS SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEIUNG, WHICHEVER IS LOWER. REFER TO A.D.A. GUIDLINES. SEQUENCE OF OPERATION MANUAL PULL STATION SMOKE DETECTION HEAT DETECTION DUCT SMOKE DETECTION FLOW SWITCH,; TAMPER SWITCH -. SYSTEM TROUBLE/ ACTIVATION OF LOCAL ALARM AT- FACP '. X X X X X �LL DISPLAY ALARM ON ANNUNCIATOR X X X X X ACTIVATE ALL AUDIBLE & VISIBLE DEVICES X X X X X GLOBAL FAN SHUTDOWN X X X X SHUTDOWN RESPECTIVE HVAC UNIT X TRANSMIT ALARM SIGNAL TO CENTRAL STATION XX X X X TROUBLE/ SUPERVISORY CONDITION AT FACP X X X TROUBLE/ SUPERVISORY CONDITION AT ANNUNCIATOR X X X TRANSMIT TROUBLE/SUPR CONDITION TO CENTRAL STATION X X X SIGA-SB • - DATA IN - X TERM 1 2 3 4 4 5 6 7 DESCRIPTION NOT USED DATA IN/OUT(+) NOT USED DATA IN(-) REMOTE LED(-) REMOTE LED(+) NOT USED DATA OUT(-) X TYPICAL SMOKE/HEAT BASE KEY PLAN Iii r FILE ACCEPTED SIGA-CT1 / SIGA C MONITOR POINT 47K RED LED (ALARM/ACTIVE) DATA IN + X Noted In Pgr The Letter mowed by The Tukwila Fire rd u ' � wits current city ptan : is subject to errors and do no authorize violations of adopted • = . The respongbility for the n totally with the designer s or ;visions to these drawings after ce Old wii require a drawings for subsequent approval. TBI 87 . • . 0 43 21 10000 DATA IN- > FROM SIGNATURE CONTROLLER OR PREVIOUS DEVICE Final - . _ me is su The ukwila Date: y; NORMAL h5ci3 la •�y t8Rit and inspection by au. E DATA OUT + DATAOUT- TO NEXT DEVICE _ WATERFLOW/TAMPER - - PARKWAY SUPER CENTER Revisions Date *AU tin DEQ MOIL lease call. nd give this job and exact address for shut• down, or restoration app roviii Project Number JOHOSO Date 8/7/98 Drawn By: cg m g , CADDNWP d!la Checked By AUG 3 -tn£g -BAE Scale: NTS - Sheet Title: FIRE ALARM PLAN COVER SHEET Sheet Number FA --1 G \Sky1 ne\Parkway\FA-2 dwg B I—• — 0 gf -- RIZ NMI& FA.4 con. 0/15/90 EOL (6? -1 A 80-0 10 40-0 40-0 EOL To MONITORING PANEL PLAT SCALE 99 2X -r S2-2 S2-3 F S2-5 S2-9 EOL EOL S2-8 C2X SHOE 1 PAVILION cx c DX FAN SHUTDOWN FAN SHUTDOWN DX cx S2-6 CX F cx S2-7 S2-4 TO MONITORING PANEL I 1 FAN SHUTDOWN X X x x x FAN SHUTDOWN XCR X 2X 0 2X C2X TO SHOE PAVILION " A© EOL EOL 2A RISER DACRAMNTSI,CES ARE TYPICAL SIGNAL CIRCUIT SYM DESCRIPTION PART NUMBER BACKBOX SCHEDULE DIST CURRENT VOLT DROP S2) MAIN FLOOR 475' 0 96 1 53 FIRE ALARM PLAN Scale! ve•=r-o• WIRE CODE ALL WIRING TO MEET NEC ART 760 CODE REQUIREMENTS LETTER , TY COLOR SIZE FUNCTION A 1 BLACK #16 ZONE 1 ORANGE #16 2 BLACK #16 B 2 ORANGE #16 ZONE LOOP C 1 RED #14 1 BLUE #14 HORN/STROBE D 2 RED #14 HORN/STROBE LOOP 2 BLUE #14 E 2 BROWN #14 DOOR/HOLDER F 2 YELLOW #14 FAN SHUTDOWN G 12 BLACK #16 ANNUNCIATOR 1 WHITE #14 H 4 PURPLE #14 ELEVATOR RECALL J 1 ATLAS #16 TSP SPEAKER CIRCUIT 212-16-1-2J K 2 ATLAS #16 TSP SPEAKER LOOP 212-16-1-2J1 PINK M 1 PINK X18 18 REMOTE LED 1 RED #14 24VDC POWER 1 BLACK #14 R� 2 ORANGE #14 EQUIP CONNECTION F1� S4 4 BROWN #16 REMOTE TEST SWITCH t \ 3 PURPLE #14 T 3 YELLOW #14 DIALER 1 W 2 YELLOW #16 BEAM DET TRANSMITTER X � � 1 ATLAS ZAS LOOP 218-16-1-1TP #16 1 Y � 2 BLUE #16 BEAM DET TRBL Z j 1 ATLAS #16 RS 485 COMM 218-16-1-1TP NOTES 1 1) TAG AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER -Z2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES L4) NO MORE THAN "63" T -TAPS SYMBOL LEGEND SYM DESCRIPTION PART NUMBER BACKBOX SCHEDULE F MANUAL PULL SIGH -270 4 SQ W/ 1 GANG RING - 2 1/4" DEEP SMOKE DETECTOR SICA-PS SIGA-SB 3 1/2" OR 4" OCTAGON F HORN/STROBE 15/75 CANDELLA 757 -7A -T 1 4 SQ 1 1/2" DEEP W/ 1 1/2" EXT RING __ yvP STROBE ONLY, WP DENOTES WEATHER PROOF - 202 -7A -T 1 GANG/ 697B-008 0 PIV CONNECTION BY OTHERS BY OTHERS 0 WATER FLOW SWITCH BY OTHERS BY OTHERS SIGA-DH SELF-CONTAINED D DUCT DETECTOR SIGA-CR 4 SQ W/ 1 GANG RING - 2 1/2" DEEP CR CONTROL RELAY MODULE SIGA-CT2 4 SQ W/ 1 GANG RING - 2 1/2" DEEP CT2 DUAL MONITOR MODULE 4 SUPERCENTER 17356 SOUTHCENTER PKWY. TUKWILA, WA Revisions Date Project Number JOH020 Date 6/25/98 Drawn By CADDNW Checked By - BE Scale 1/8"=1'-0" Sheet Title FIRE ALARM PLAN MAIN FLOOR Sheet Number FA -2 S1-8 "D4 CX c EOL Sl - nix NAME DATE. 0/96 4 WIRE CODE ALL WIRING TO MEET NEC ART 760 CODE REQUIREMENTS LETTER QTY COLOR SIZE A B 2 1 1 C D 2 1 1 2 2 BLACK ORANGE BLACK ORANGE RED BLUE RED BLUE #16 #16 #16 #16 #14 #14 #14 #14 E 2 BROWN #14 F 2 YELLOW #14 G 12 1 BLACK WHITE #16 #14 FUNCTION ZONE ZONE LOOP HORN/STROBE HORN/STROBE LOOP DOOR/HOLDER FAN SHUTDOWN ANNUNCIATOR H 4 PURPLE #14 ELEVATOR RECALL 1 ATLAS 212-16-1-2J #16 TSP SPEAKER CIRCUIT K 2 M 1 P 1 1 ATLAS 212-16-1-2J #16 TSP PINK #18 PINK #18 RED #14 BLACK #14 R 2 ORANGE #14 S 4 BROWN #16 T 3 PURPLE #14 3 YELLOW #14 W 2 YELLOW #16 X 1 ATLAS 218-16-1-1 TP #16 Y 2 BLUE #16 Z 1 ATLAS #16 218-16-1-1 TP SPEAKER LOOP REMOTE LED 24VDC POWER EQUIP CONNECTION REMOTE TEST SWITCH DIALER BEAM DET TRANSMITTER ZAS LOOP BEAM DET TRBL RS 485 COMM NOTES 1) TAG AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER 2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER. 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES 4) NO MORE THAN "63" T—TAPS 0 FIRE ALARM PLAN scoiet va•=r-a• SYMBOL LEGEND SYM DESCRIPTION PART NUMBER BACKBOX SCHEDULE DIST F VOLT DROP MANUAL PULL SIGA-270 4 SQ W/ 1 GANG RING - 2 1/4" DEEP 2 85 IAD EOL DO D SMOKE DETECTOR SIGA—PS/ SIGA—SB 3 1/2" OR 4" OCTAGON c CR CR F HORN/STROBE 15/75 CANDELLA 757-7A—T 4 SQ 1 1/2" DEEP W/ 1 1/2" EXT RING STROBE ONLY, WP DENOTES WEATHER PROOF 202-7A—T 1 GANG/ 697B-008 yyp X SIGNAL EXTENDER PANEL BPS SELF—CONTAINED SIG sic CITY ill 1 _ 120 VAC = \ EARTH GROUND CONTROL RELAY MODULE SIGA—CR 4 SQ W/ 1 GANG RING - 2 -1/2" DEEP CR SIGNAL MODULE SIGA—CT1 2 GANG 2-1/2" DEEP CT1 D DUCT DETECTOR SIGA—DH SELF—CONTAINED SIGNAL CIRCUIT DIST CURRENT VOLT DROP S1) MAIN FLOOR 675' 1 30 2 85 IAD EOL DO D DO D C D COC DO DO c CR CR 0 0 XX ,o r x F X X PARTY C2X 2C2X C2X 2X SIG CR lEil CITY ill 1 _ 120 VAC = \ EARTH GROUND RISER DIAGRAM NTS DEVICES ARE TYPICAL STANDBY POWER CALCULATIONS 1 DOES THE 'SYSTEM HAVE EMERGENCY GENERATOR THAT MEETS NEC 700; 701 YES X NO 2 HOW MANY, HOURS OF BATTERY STANDBY ARE REQUIRED? 4 X 24 48 60 (MIN 4HRS IF ANS TO ABOVE IS YES) BATTERY CALCULATION SYSTEM SUPERVISORY TOTAL STANDBY CURRENT OF FACP TOTAL STANDBY' CURRENT PERIPH, DEVICES TOTAL (X) STANDBY HOURS REQUIRED SUBTOTAL SYSTEM ALARM i TOTAL ALARM CURRENT OF FACP TOTAL ALARM CURRENT OF PERIPH DEVICES TOTAL (X) 5 MINUTE RING TIME SUPERVISORY AMP—HR SUBTOTAL ALARM AMP—HR-SUBTOTAL TOTAL AMP—HR' REQUIRED AMP—HR PROVIDED SUBTOTAL = 0 07 = 0 00 = 0 07 = 24 = 1 70 = 019 = 2.25 = 2 44 = 0 08 = 020 = 1 70 = 0 20 = 070 = 8AH PP /O SHOE PAVILION SUPERCENTER 17364 SOUTHCENTER PKWY. TUKWILA, WA Revisions Date Project Number JOH020 Date 8/25/98 Drawn By CADDNW Checked By BE Scale 1/8"=1'-0" Sheet Title FIRE ALARM PLAN MAIN FLOOR Sheet Number FA-- 3 f G \Skyline\Parkway\FA-4 dwg D2X D S1-3 TDOWN FILL N. FM4 Wm t ,tar !GALE 06 FIRE ALARM PLAN scoiet ve•=r-a• WIRE CODE ALL WIRING TO MEET NEC ART 760 CODE REQUIREMENTS LETTER QTY COLOR SIZE A B C D 1 1 2 2 1 1 2 2 BLACK ORANGE BLACK ORANGE RED BLUE RED BLUE #16 #16 #16 #16 #14 #14 #14 #14 E 2 BROWN #14 F 2 YELLOW #14 G 12 1 BLACK WHITE #16 #14 FUNCTION ZONE ZONE LOOP HORN/STROBE HORN/STROBE LOOP DOOR/HOLDER FAN SHUTDOWN ANNUNCIATOR H 4 PURPLE #14 ELEVATOR RECALL J 1 ATLAS #16 TSP SPEAKER CIRCUIT 212-16-1-2J K 2 M P ATLAS 212-16-1-2J #16 TSP PINK #18 PINK #18 1 RED #14 1 BLACK #14 R 2 ORANGE #14 S_ T 4 BROWN #16 3 PURPLE #14 3 YELLOW #14 W 2 YELLOW #16 X 1 ATLAS 218 -16 -1 -ITP #16 Y 2 BLUE #16 ATLAS Z 1 218-16-1-1TP #16 SPEAKER LOOP REMOTE LED 24VDC POWER EQUIP CONNECTION REMOTE TEST SWITCH DIALER BEAM DET. TRANSMITTER ZAS LOOP BEAM DET TRBL RS 485 COMM NOTES 1) TAG AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER 2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES 4) NO MORE THAN "63" T -TAPS SIGNAL CIRCUIT SYM DESCRIPTION - PART NUMBER BACKBOX SCHEDULE DIST CURRENT VOLT DROP S1) MAIN FLOOR 600' 1 35 2.64 STANDBY POWER CALCULATIONS 1 DOES THE SYSTEM HAVE EMERGENCY GENERATOR THAT MEETS NEC 700, 701 _YES _ X __NO 2 HOW MANY HOURS OF BATTERY STANDBY ARE REQUIRED'? 4 _ X _24 48 60 (MIN 4HRS IF ANS TO ABOVE IS YES) BATTERY CALCULATION SYSTEM SUPERVISORY. TOTAL STANDBY CURRENT OF FACP TOTAL STANDBY CURRENT PERIPH. DEVICES TOTAL (X) STANDBY HOURS REQUIRED SUBTOTAL SYSTEM ALARM TOTAL ALARM CURRENT OF FACP TOTAL ALARM CURRENT OF PERIPH DEVICES TOTAL (X) 5 MINUTE RING TIME SUBTOTAL SUPERVISORY AMP -HR SUBTOTAL ALARM AMP -HR SUBTOTAL TOTAL AMP -HR REQUIRED AMP -HR PROVIDED = 007 = 0 00 = 007 = 24 = 1 70 = 019 = 1 38 = 1 57 = 0 08 = 020 = 1 70 = 020 = 1 90 = 4AH = 120 VAC EARTH GROUND RISER DIAGRAM pE�CEs ARE TYPICAL SYMBOL LEGEND SYM DESCRIPTION - PART NUMBER BACKBOX SCHEDULE MANUAL PULL SIGA-270 4 SQ W/ 1 GANG RING - 2 1/4" DEEP © SMOKE DETECTOR SIGA-PS/ SIGA-SB 3 1/2" OR 4" OCTAGON HORN/STROBE 15/75 CANDELLA 757 -7A -T 4 SQ 1 1/2" DEEP W/ 1 1/2" EXT RING F STROBE ONLY, WP DENOTES WEATHER PROOF 202 -7A -T 1 GANG/ 697B-008 WP SIGNAL EXTENDER PANEL - BPS SELF-CONTAINED SIG SIGNAL MODULE SIGA-CC1 2 GANG 2-1/2" DEEP cci CRI CONTROL RELAY MODULE SIGA-CR 4 SQ WI 1 GANG RING - 2 1/4" DEEP DUCT DETECTOR SIGA-DH SELF-CONTAINED D KEY PLAN .11 Iiat a J ZANY BRAINY PARKWAY SUPERCENTER TUKWILA, WA Revisions Date Project Number JOH020 Date 6/25/98 Drawn By CADDNW Checked By BE Scale 1/8"=1'-0" Sheet Title FIRE ALARM PLAN MAIN FLOOR Sheet Number- - FA -4 STANDBY POWER CALCULATIONS TRAINING STG. CIS PQD L1130 1 TRAINING RM 3 1 121 1 TO FACP EXIT CORRIDOR 132 1 DOES THE SYSTEM HAVE EMERGENCY GENERATOR NAT MEETS NEC 700, 701 YES X NO 2 HOW MANY HOURS OF BATTERY STANDBY ARE REQUIRED? 4 �24 .48 60 (MIN 4HRS IF ANS TO ABOVE IS YES) BATTERY CALCULATION SYSTEM SUPERVISORY TOTAL STANDBY CURRENT OF FACP TOTAL STANDBY CURRENT PERIPH DEVICES TOTAL (X) STANDBY HOURS REQUIRED SUBTOTAL = 0 07 =000 = 0 07 = 24 = 1 70 SYSTEM ALARM TOTAL ALARM CURRENT OF FACP = 019 TOTAL ALARM CURRENT OF PERIPH DEVICES = 2 00 TOTAL = 2.19 (X) 5 MINUTE RING TIME = 0 08 SUBTOTAL = 0 18 S3-4 TRAINING RM 4 D22 SUPERVISORY AMP -HR SUBTOTAL ALARM AMP -HR SUBTOTAL TOTAL AMP -HR REQUIRED AMP -HR PROVIDED = 1 70 = 018 = 1 88 = 4AH SYMBOL LEGEND SYM DESCRIPTION PART NUMBER BACKBOX SCHEDULE F MANUAL PULL SIGH -270 4 SQ W/ 1 GANG RING - 2 1/4" DEEP ® SMOKE DETECTOR SIGA-PS SIGA-S8 3 1/2' OR 4' OCTAGON ©1 HORN/STROBE 15/75 CANDELLA 757 -7A -T _ 4 SQ 1 1/2" DEEP W/ 1 1/2* EXT RING 330' STROBE ONLY, WP DENOTES WEATHER PROOF 202 -7A -T 1 GANG/ 6978-008 i� 1 09 SIGNAL EXTENDER PANEL 5395 SELF-CONTAINED SIG I 0 WATER FLOW SWITCH BY OTHERS BY OTHERS ®0 DUCT DETECTOR SIGA-DH SELF-CONTAINED CONTROL RELAY MODULE SIGA-CR 4 1/ W/ 1 GANG R1NG- SQ 2 1 /2" DEEP CR DUAL MONITOR MODULE SIGA-CT2 SQ 4 1/ W/ 1 GANG RlNG- 2 1/2" DEEP CT2 tai EQUIPMENT CONNECTION BY OTHERS BY OTHERS BOOSTER PANEL -1 STANDBY POWER CALCULATIONS WIRE CODE ALL WRING TO MEET NEC ART 760 CODE REQUIREMENTS LETTER QD COLOR SIZE FUNCTION A 1 BLACK - #16 ZONE 1 ORANGE #16 2 BLACK #16 B 2 ORANGE #16 ZONE LOOP TOC 28 `S FAN SHUT DOWN 1 DOES THE SYSTEM HAVE EMERGENCY GENERATOR THAT MEETS NEC 700 701 YES X NO 2 HOW MANY HOURS OF BATTERY STANDBY ARE REQUIRED? 4 �24 48 60 (MIN 4HRS IF ANS TO ABOVE IS YES) TRAINING MGRS [1124 1 RED 1 BLUE #14 4 HORN/STROBE 2 RED #14 HORN/STROBE LOOP 2 BLUE #14 2 BROWN #14 DOOR/HOLDER TRAINING RM 1 BATTERY CALCULATION .jIC. grits TRAINING REC L1181 SYSTEM SUPERVISORY TOTAL STANDBY CURRENT OF FACP TOTAL STANDBY CURRENT PERIPH DEVICES TOTAL (X) STANDBY HOURS REQUIRED SUBTOTAL = 0.07 = 0 00 = 0 07 = 24- = 1 70 SYSTEM ALARM TOTAL ALARM CURRENT OF FACP = 019 TOTAL ALARM CURRENT OF PERIPH DEVICES = 2 50 TOTAL = 2 69 (X) 5 MINUTE RING TIME = 0 08 SUBTOTAL = 0 22 2 YELLOW #14 FAN SHUTDOWN 12 BLACK #16 ANNUNCIATOR 1 WHITE #14 SUPERVISORY AMP -HR SUBTOTAL ALARM AMP -HR SUBTOTAL TOTAL AMP -HR REQUIRED AMP -HR PROVIDED = 170 = 0 22 = 1 92 = 4AH COMP USA BUILDING '2' FIN FLR - 2780 BOOSTER PANEL -2 FIELD VERIFY LOCAnoN PURPLE #14 ELEVATOR RECALL ATLAS f16 TSP SPEAKER CIRCUIT 212-16-1-2J 2 ATLAS 16 TSP SPEAKER LOOP 212-16-1-2J t PINK 1118 REMOTE LED 1 PINK 118 1 RED #14 24VDC POWER 1 BLACK #14 2 ORANGE #14 EQUIP CONNECTION 4 BROWN #16 REMOTE TEST SWITCH 3 PURPLE #14 DIALER 3 YELLOW 114 2 YELLOW #16 BEAM DET TRANSMITTER ATLAS 1 218-16-1-11? #16 ZAS LOOP FIELD VERIFY LOCATIONS BLUE #16 BEAM DET TRBL FAN SHUTDOWN EOL TO NEXT 2X TENANT 120 VAC RISER DIAGRAM NTS DEVICES ARE TYPICAL KEY PLAN NOTES 1) TAG AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER 2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES 4) NO MORE THAN "63" T -TAPS Revisions Date SIGNAL CIRCUIT DIST CURRENT VOLT DROP 51) NORTHEAST 275 0 78 0 69 S2) NORTHWEST 600' 114 2.23 S3) EAST CENTRAL 330' 1 35 1 45 S4) SOUTH 420' 1 09 146 08/10/98 '18 16 47 S4-7 EOL PICK-UP r i OPS OFFICE rm7-1 Project Number J0H020 Date 8/7/98 Drawn By CADDNW Checked By I3Scale 3/32"-t'-0" Sheet Title FIRE ALARIi FLOOR PLAN t Sheet Number CD fI.F PU E FAME - WU .n/o. wr iC.Z - 3 -+- ? > - 1.4 r t r CWT. 8/4/911 PLOT SCAM N 1 S2-3 S2-1 FIRE ALARM PLAN 30 CX SEE Z CATHERINES FLA DRAWINGS WIRE CODE ALL WIRING TO MEET NEC ART 760 CODE REQUIREMENTS LETTER QTY COLOR SIZE A B C D 1 BLACK #16 1 ORANGE #16 2 BLACK #16 2 ORANGE #16 1 RED #14 1 BLUE #14 2 RED #14 2 BLUE #14 E 2 BROWN #14 F 2 YELLOW G FUNCTION ZONE ZONE LOOP HORN/STROBE HORN/STROBE LOOP DOOR/HOLDER #14 FAN SHUTDOWN ANNUNCIATOR #14 ELEVATOR RECALL #16 TSP = SPEAKER CIRCUIT 12 BLACK #16 1 Y WHITE #14 H 4 PURPLE J 1 ATLAS 212-16-1-2J K 2 ATLAS #16 -TSP SPEAKER LOOP 212-16-1-2J -�- 1 4, =PINK #18 M REMOTE- LED ''1 --� PINK _- - #18 t 14 P 1 ..BUCK #14 24VDC POWER R 2 ORANGE #14 EQUIP CONNECTION S 4 BROWN #16 REMOTE TEST SWITCH 3 PURPLE #14 T 3 YELLOW #14 DIALER W 2 YELLOW #16 BEAM DET TRANSMITTER y‘ X 1 ATLAS ZAS LOOP 218-16-1-1 TP #16 t Y 2 1 BLUE #16 BEAM DET TRBL t } Z 1 ATLAS #16 RS 485 COMM 218-16-1-1 TP NOTES 1) TAG `AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER 2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES 4) NO MORE THAN "63" T -TAPS SYMBOL LEGEND SYM DESCRIPTION PART NUMBER BACKBOX SCHEDULE El MANUAL PULE SIGH -270 4 SQ W/ 1 GANG RING - 2 1/4" DEEP 175' SMOKE DETECTORSIGA-PS -SIGA-SB 3 1/2" OR 4" OCTAGON yr F .1 HORN/STROBE4 15/75 CANDELLA 757 -7A -T SQ 1 1/2" DEEP W/ 1 1/2" EXT.. RING Twp STROBE ONLY, WP - DENOTES WEATHER PROOF 202 -7A -T 1 GANG/ 697B-008 ® EQUIPMENT CONNECTION BY OTHERS BY OTHERS WATER FLOW SWITCH BY OTHERS BY OTHERS DUCT DETECTOR SIGA-DH SELF-CONTAINED D CONTROL RELAY MODULE SIGA-CR 4 1/ W/ 1 GANG RING - SQ 2 1 f 2" DEEP CR SIGNAL MODULE SIGA-CC1 2 GANG 2-1/2" DEEP CC 1 SIGNAL EXTENDER PANEL 5395 SELF-CONTAINED SIG_ _ _SIGNAL CIRCUIT DIST CURRENT VOLT DROP Si) MAIN FLOOR 175' 0 68 0 39 EOL 01 ©1 NAV to FAN SHUTDOWN CX CR x C x SIG LOCATED IN CATHERINES RISER DIAGRAMN f CES ARE TYPICAL STANDBY POWER CALCULATIONS 1 DOES THE SYSTEM HAVE EMERGENCY GENERATOR THAT MEETS NEC 700, 701_ YES X _NO 2 HOW MANY HOURS OF BATTERY STANDBY ARE REQUIRED9 4 X 24 48 60 (MIN 4HRS IF ANS TO ABOVE IS YES) BATTERY CALCULATION SYSTEM SUPERVISORY TOTAL STANDBY CURRENT OF FACP' TOTAL STANDBY CURRENT PERIPH DEVICES TOTAL (X) STANDBY HOURS REQUIRED t SUBTOTAL SYSTEM ALARM TOTAL ALARM CURRENT OF FACP TOTAL ALARM CURRENT OF PERIPH -DEVICES TOTAL (X) 5 MINUTE RING TIME SUBTOTAL SUPERVISORY AMP -HR SUBTOTAL ALARM AMP -HR SUBTOTAL TOTAL AMP -HR REQUIRED AMP -HR PROVIDED = 0 03 = 0 00 = 0 03 = 24 = 0 67 = 007 = 1 00 = 1 07 = 0 08 = 009 = 0 67 = 0 09 = 0 76 = 4AH 4 511 PARKWAY SUPERCENTER 17570 SOUTHCENTER PKWY TUKWILA, WA Revisions Date Project Number JOH020 Date 8/4/98 Drawn By CADDNW Checked Br BE Scale 1/8"=1'-0" Sheet Title FIRE ALARM PLAN FIRST FLOOR Sheet Number FA- 6 r a4 LSa. —1lFrd�c v:3 rn M G 1SkyIlne\Parkway\FA-7 dwg FILE NIAIL IA -7 11 ., s S E ANNA'S-- FIIRE ALARM D.RAWINGS CX SI -1 x 0 41 EOL S1-6 RROR FAN SHUTDOWN CAREER dmORTENOAR c CR s AREA SIG cx x CX MANUAL, STATION EOL TO BE PROGRAMMED TO SOUND BOTH, ANNA'S & CATHERINES INTIMATE APPAREL. CX s CasuAL spOR'&,EGR CX X FIRE ALARM PLAN DATES ` 8/4/98 PLOT- SCALE N s _ _ E �- SYMBOLLEGEND SYM DESCRIPTION PART NUMBER BACKBOX SCHEDULE DIST MANUAL PULL. SIGA-270 4 SQ W/ 1 GANG RING - 2 1/4" DEEP 275' © 0.74 SMOKE DETECTOR — SIGA—PS- SIGA—SB - 3 1/2" OR 4" OCTAGON I F HORN/STROBE 15/75 CANDELA 757-7A—T 4 SQ 1 1/2" DEEP W/ 1 1/2" EXT RING )".LN(, y STROBE ONLY, WP WEATHER PROOF 202-7A—T 1 GANG/ 69 7B-008 - EQUIPMENT CONNECTION - BY OTHERS BY OTHERS 0 WATER FLOW SWITCH BY OTHERS BY OTHERS 121 D DUCT DETECTOR SIGA—DH SELF—CONTAINED CONTROL RELAY MODULE - SIGA—CR 4 W/ 1 GANG RING- 2 1 1 / f 2" DEEP CR SIGNAL MODULE SIGA—CC1 2 GANG 2-1/2" DEEP CC1 - SIGNAL EXTENDER PANEL 5395 SELF—CONTAINED SIG A A L STANDBY POWER CALCULATIONS — f 1 DOES THE SYSTEM HAVE EMERGENCY GENERATOR THAT MEETS NEC 700, 701_ YES X _NO 2. HOW MANY HOURS OF BATTERY STANDBY ARE REQUIRED? 4 X 24 48 60 (MIN 4HRS IF_ ANS TO ABOVE IS YES) BATTERY CALCULATION SYSTEM SUPERVISORY. TOTAL STANDBY CURRENT OF FACP TOTAL STANDBY CURRENT PERIPH DEVICES TOTAL (X) STANDBY HOURS REQUIRED - SUBTOTAL SYSTEM ALARM - TOTAL ALARM CURRENT OF FACP TOTAL ALARM CURRENT OF PERIPH DEVICES TOTAL (X) 5 MINUTE RING TIME SUBTOTAL SUPERVISORY AMP—HR SUBTOTAL ALARM AMP—HR SUBTOTAL TOTAL AMP—HR REQUIRED AMP—HR PROVIDED = 007 = 000 = 0 07 = 24 = 1 70 = 019 = 1 50 = 1 69 = 008 = 014 = 1 70 = 014 = 1 84 = 8AH KEY PLAN I riI I } J .WIRE CODE ALL WIRING TO MEET NEC ART. 760 CODE REQUIREMENTS LETTER QTY COLOR SIZE FUNCTION A 1 BLACK #16 ZONE 1 ORANGE #16 2 BLACK #16 B 2 ORANGE #16 ZONE LOOP C HORN/STROBE D HORN/STROBE LOOP E 2 BROWN #14 DOOR/HOLDER F #14 FAN SHUTDOWN 1G 2 BMA EKE 4 ANNUNCIATOR H 4 PURPLE #14 ELEVATOR RECALL 1 1 RED - #14 - BLUE #14 2 - RED #14 2 BLUE #14 2 YELLOW J 1 K 2 1 1 ATLAS 212-16-1-2J ATLAS 212-16-1-2J PINK PINK #16 TSP SPEAKER CIRCUIT #16 TSP M� 8 REMOTE LED P #14 24VDC POWER #14 R 2 = - ORANGE #14 EQUIP CONNECTION 3 a S 4 BROWN #16 REMOTE TEST SWITCH 3 #14 T 3 s #14 DIALER SPEAKER LOOP 1 RED BLACK PURPLE YELLOW W 2 YELLOW #16 BEAM DET TRANSMITTER X 1 ATLAS ZAS LOOP 218-16-1-11P #16 Y 2 BLUE #16 BEAM DET TRBL Z 1 1 ATLAS #16 RS 485 COMM 218-16-1-1TP NOTES 1) TAG AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER 2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER 3) TPG AND IDENTIFY ALL ANNUNCIATOR WIRES 4) NO MORE THAN "63" T—TAPS SIGNAL CIRCUIT � DIST CURRENT VOLT DROP Si) MAIN FLOiOR 275' 0 83 0.74 EOL X X CR CX 2CX.14.5 SIG 120 VAC 1 EARTH GROUND D _ D_ D CIAO C 0� X C 111 DIEOL RISER DIAGRAMNTS SES ARE TYPICAL CATHERINES PARKWAY SUPERCENTER 17580 SOUTHCENTER PKWY. TUKWILA, WA Revisions Date Project Number JOH020 Date 8/4/98 Drawn By CADDNW Checked By BE Scale 1 /8"=1'-O" Sheet Title FIRE ALARM PLAN FIRST FLOOR - Sheet Number FA -7 1 co — 1111111,1L;tL 684 96 894 22 N 02°24'1_2 E r 1 LOADING k P 4 USA BABY of1a ftccory 21:200` S.F. MS "A" IP 38,500-S F SLEEP COUNTRY 240• SF. RISER WET/DRY HOBBY TOWN Z720 S F CHEC MEDICAL 6 000 SF APPLEBEE'S 5943 SF F H SOC CUCINA CUCINA 6,240 S F.- _ FH FH WIRE CODE' FH ALL WIRING TO MEET NEC ART 760 CODE REQUIREMENTS LETTER QTY COLOR SIZE FUNCTION ZONE ZONE LOOP HORN/STROBE HORN/STROBE LOOP #14 4 DOOR/HOLDER #14 FAN SHUTDOWN A 1 1 FH FLE NAYEi FA-! DME 14/7/118 'tor scala 4e0 4 i h 4__ a. B C D 2 2 1 1 2 2 E 2 F 2 G 12 1 H 4 J 1 K 2 BLACK ORANGE BLACK ORANGE RED BLUE RED BLUE BROWN YELLOW #16 #16 #16 #16 #14 #14 #14 #14 BLACK #16 WHITE #14 PURPLE #14 ATLAS 212-16-1-2J ATLAS 212-16-1-2J #16 TSP ANNUNCIATOR ELEVATOR RECALL SPEAKER CIRCUIT #16 TSP SPEAKER LOOP � r LETTER QTY COLOR SIZE FUNCTION M PINK #18 PINK #18 Revisions Date REMOTE LED P 1 RED #14 1 BLACK #14 R 2 ORANGE #14 S 4 BROWN #16 T 3 PURPLE #14 YELLOW #14 3 W 2 YELLOW #16 X a1 Y 2 BLUE #16 ATLAS 218-16-1-1 TP #16 Z 1 4 ATLAS 218-16-1-1TP #16 24VDC POWER EQUIP CONNECTION REMOTE TEST SWITCH DIALER BEAM DET TRANSMITTER ZAS LOOP BEAM DET TRBL RS 485 COMM NOTES 1) TAG AND IDENTIFY ALL ZONE WIRES WITH ZONE NUMBER 2 TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES 4) NO MORE THAN "63" T—TAPS Project Number J0H020 Date 8/7/98 Drawn By CADDNW Checked By BAE Scale 1"=40'-1" Sheet Title FIRE ALARM PLAN SITE Sheet Number s___a_ax_-:s .111.1•G a - 1 4 m 4,4 Ct z� 3 0 14,1 N 01°51'39n E c,cccccccccccccccccccccccc cccccccc ccc,ccccc ccccccc ccccc W F -co S co to co E). ' !TE I v GE RETAIL co 9,440 S F FILE 140410 ` FA -10 _ _ 0A1Fi $/7/9e PWT SC- ALE 100 F FI ce5ER SOU4 7 ?pooP' i 1- 0 0 C 365.78' N 02°09'51' E c c U 0 ro J {E} S TE SIGE E c c c c PATIO 1 C1 AIM JMPF R 12 200 S F fAiE LOADING id e PROPOSED FURNITURE£ CTENIANT \/Vj . i?0 d tu v G' c ci ct i1 �l r-. d= 75°5036' R = 107 24' L = 141 96' 4 c } 0 0 0 0 0 n n n n n n n ..._ -1\1 09°4 SOUTHCENTER c f ? - PARKWAY c - -4 4 r_. tea`=tea -- ' � .�... *� - - aR = 444- saw. -4 �t- 4,44 -& 4 S s Y r v i W Z O z �... W 0 z w V )w > Y Y OC � < F- 0 Revisions - Date Project Number 1011020 Date 8/7/98 Drawn By. CADDNW Checked By- BAE Scale 1'-401-0" Sheet Title FIRE ALARM PIAN Sr A 7 4 A i -a'•`�t Y' -11--3 ,clue IAA - 4.4 #- �a-,�- . 4,4 »mss 4,4.--4.,#4. s. .4 v ..ca tea., -i .:t rr 4 6q" SALLL LVAD ?!Crs� tt tit -3 2 DAP q -O 16.6` tca1a, i .D.s.w. _ r Yf - 3 - ^ J�- 111 q-0 4 aL 'J. ACCEPTED 8 WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings, Final accedt3nce is subject to field. ins pec+ion oy a representative of this dep: rtr.ent DATE:/0-BY •r'2- _- __ CITY OF TJKWILA 5%5 -44W y 5 M .111.111.1111111... w...0. ....•••...- Exist _Sr S88 poen A r TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this Job No. and exact address for shut-, down or restoration approval, /1?Soo �E tr.ro Ext>TIt•4G \.1GT S'5TEM M.T. (7f 1v 5, c, V kA © r Z d r A N TUKWILA FIRE DEPARTIMF.N1 Please call: 575.4407, and give this job No. and exact address for shuts down or restoration approve, if Eu $IDDM' SEZOS6865Z l 1dl I dV0d0 WOdd VIV6 l : S 9661-80-E 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 revisions to these drawings after this date will void this acceptance and will require a Iresubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: MOD r 2..DF�YPJPE. VALYE.. .. .: „ i . . xtS77^/ ) : REPt.ACE ivisTiAl and ss0AL 4 ;rr A :.rGtao� Dock In 10=6" 4Z -O a 44. +b ►10 L Ae 0 I 0-4t 10- 1 10-4L 1c -4` o -4o '4V 41-37 RiNS,rAu.. 4 S�wwv.�.§ oeldf a Ni tA(' ,) tti f Without Comments ❑ As Noted In Red j] Per The Attached Letter Thy puns have been reviewed by The Tukwila Fire Prever ,tan Bureau for conformance with current c€r in standards. Acceptance is subject to errors and i ?. omissions tvhich do not authorize violations of adopted standards and ordinances. The responsibility for the I adequecy of design rests totally with the designer. ' i, Adcii this l:I.., ,jade! tions or revisions to these drawings after berril(*id this acceptance and will require a 1, of revised drawings for subsequent approval. Final acceptance is subject to field test and inspect= by 1` t The Tukwila Fire Prevention Bureau. Dom: I s/ ?> By: /4.ki S71 TUKWILA FIRE DEPARTIMM Please call: 575.4407 and give this Job No. 97- i- oy4 and exact address for shufa� down or restoration'aparove CD 0 COLI:APSED ROOF KEY PLAu r ! FEB 2, .4 1997 NITS 11ORT1 • • S U r TO CEATER 1telt ( - IN i 1l HES SPRINKLER LEGENO If 2 SPRINKLER ORIFICE SIZES AND TYPE 3 7 16 1 i,6 1- SPRAY SPRAY 0 2 LYJ e 16 2 SIDEWALL 1/2- 1" 3/4- 1/2" 44 2 ow( TYPE 0 P. RATING 165' 212' 286. • ?50• „�.500. 1/2 1 1 1/21 1/2 SPRINKLERS USED s 0 I., ()MAN TEMP MCVA' Baur 4 TOTAL APPROVALS REQUIRED CITY or TuKM/,LA REVISIONS MK DATE BY PROJECT NAME SPOar - TRAMKELL.CRoW 175110. Stu-nicE t1 R PO/Y. . T+ILA r WA 981$8 Grinnell FP"I FIRE PROTECTION SYSTEMS COMPANY 121(5iC ITRAL AVENUE souTH TEL. # igng 874-50 0 c)tittlic4 KEIi1T' 7MYM9 T«!1 FAX: ( e5 3255 4 1371,E QESiGNER DATE V t • re^ 0 } 1 41 • - • • • • • • *441001 1993 Cb CN CN CC tha 141 00 a-5 Brent !Eckel:vine. e 49 1 \\E ' 0 :..11 :...ii-- P\c- 4 m5NE & 1,34 :EP In ' • resb - ' detz14152NOrmw-, illiMareiniiir rill"- 41741411 "11141 ill 1 all • 44 • -4 • 31 MAR 93 BID a, APR 931 1.4 30 JUNE 56 So ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwil3 Fire Dept Additions, deletions or revisions to these drawings after this date Will voli this acceptance and will require a resubmittal of revised drawings Final acceptance is subject to field inspection by a repres ive of this DATE /9.3 BY. R._ — /CITY OF TUKWILA 575-4407 • • er • • • 01 6:41-iiit Ad 1018/A SEATTLE, WA 98108 PO REGISTERM • • AlAt41+600 orrice • Sates Area Mechanical Plan • I. 740 Z. INSTALL SCIAEENEd OPENING FOR RETURN ;AIR: • • • 10. • SEE PAIIT/AL MEZZANINE MECHANICAL PLAN SHEET M2 FOR CONTINUATION.: • • INSTALL DIFFUSER OVER CHANG/NG 'AREA. DIRECT AIR FLOW TRANSITION , TYPICAL. 1.4 • • r 12 . INSTALL REMOTE TEMPERATURE .•SENSOR ON COLUMN AT +8 ° -0" ABOVE' THe FINISHED FLOOR, TroicAtt. 13-. INSTALL SMOKE ' DETECTOR IN DUCT , TYPICAL. • 14. BRANCH DUCT CONNECTION; TYPICAL. 'SEE DETAIL 3/M-3. • 15 INSTALL' SPRING WOUND. TIMER SWITCH ON WALL AT +48° ABOVE THE FINISHED FLOOR. 17. RUN DUCT TIGHT TO UNDERSIDE OF GLU -LAM, TYPICAL. ,18. RUN DUCT TIGHT TO UNDERSIDE OF PURLINS, TYPICAL. '19.' CUT (E) PLENUM AND CONNECT (N) DUCT. VERIFY EXACT SIZE AND LOCATION. TRANSITION AS REQUIRED. 20. , CUT EXISTING DUCTS THROUGH ROOF AND SHORTEN OR LENGTHEN THEM AS REQUIRED TO BE 6 INCHES BELOW THE BOTTOM OF THE NEW T ED DU •jr-et-ril ' 41A.F.F, ;Jim miLArr /6-4/3 Please call: 575-4407' and give this job No. g'3"/C:23// and exact address for shut- down or restoration approval. 1.1111114. • P1/426t sc, SEP 2 1993 " • Sales Arei- MECHANICAL ENGINEER .4 LER.ER ENGINEERING, INC. SAN RAFAEL. CA. '94901 415-456-4220 , • FAX 415-456-12481 mele ) 141 eel 4 d► 1 rs' F R P vs t 4 4) • 4 4 2 o 4_17 Z. I o 5230 I'Y1obtL -- riRE f"1 1n M.1it H G l K►` 6 '?' 1Hogi4/452 �14C'�Ko SISkl L Kl� Thi •�5.�. 6. I i To ;2a4i'r+1 Vt�. P"I -,01‘..y ys` : r.• SrinSovt. ✓y LiDO� pl J', i J'fcrrwL 5 -;NDeY To -“.40- A Lf%Qvv\ I Z.o lnn 4 , I Zo &IA VA Up41,e:ki 'fow I,q ,CV.,4.I /2O WI I 2 5-14104 /1[YDBY PorIjF R CALCULATIONS/ .4 1. DOES T/i.E Sys T•EM NACA) G N�,C'f77 o' 77/,',27 ,t7774-4-7.5 /14t --C 700,:7G/ Z. HOti.I /�,q,v YD'S X Am) /7'60125 0r c3)7. -71L-4.4) �7�i/Jla6y A.e,E / J () ? -4 z4 Co CA -4 lA1 4 /' 2S Z?o A6ov,E' , s EA 7-4-k_v CAL -COLA -Ft ON SV5 t F M svP At I SZ)i.L? A bgt, 761 A.. A7E;51-AL). IDTr1L n��e~� STA►J�F t y OWL2.D� �fiGP- .,ocK.0r PE 21p_�._ �T�. _. .f., -,..y hG)�S r��q gy 5U 3 ► 0T A S DIST Z M AbbC b! TL? AL Ate:' ALARM -PEQ or r AcP TcT& Lr Abbt,e ALM .ow E L r, - (X)S t-+,w��E �l►Jb TIME, 5O STUr AL ADDEb SVQkL\its0n.Q Atrl7-H506TC7A1..' AD>E� ALt r AMP- t1iZ 50£,10iAL.7 Tr rAL ADI'��D AMS -HQ vlz.Ct = ,,�'y5,<.� rk157 itJx- AMr • N+� DEQ'.: ►►:�-� .^ut '^ X QC, C:4' LS) O J I •zee♦ 10 17,4 , • f � 52, 7 IBCA A",od=L 52.10 Zon'E ExpAn'dc:R 2 M r 6 7 g Q 10 II 12 1 13 .14 /8G A • 12"COQ& 1'y ' A;JX DR Ai'J V4 L V TC' 49I.5CH4 K6=6_ /At TU FLS N 415 L DRA/J J TO THE EAST £ JH ' Tt 77C INTO JAFCO'S RETAIL 5Y5TEM W1 -'f tl • t • TIE /A'TO E X. S tiSTEM FCK RACkS AND waaL HIDT-ZA^!rS W 1 T/-/ TI -1E t E W , t)PP L/ Iy2 X ADD v ;PLUG W.IERE SYS 75 V2 ? 4ISE£ WAS-1 7-/'a HC_SC • 8 x 21- 0 G -G - C-' r0 7- it__ _ 2© _i 3x0.6 fax --E ro� O 43#'xB ka FL G. TEE _ 1 /o "k 8" PIC. ti!J AC►4Prck (BY V- l EE ) RELOcA7ED ,CL EGT FLGts, ; i,1/T4 /-' S -s —. 't. CeATEO ALA "2A VALIES. FLEX_ CCvP.; v I, G' -t----S �GyA''E VaLr'ES� # 6.14 5-0 G4E `'Ni Jr'/ i,{,A.L Yf PI .1 2-6. O-//� , o 8" VIC CA I' u Rd X -C+ RELCCATEC Mt_ 110a. /SACK 2 7- /u 1! _ N oa 41) r. e. e1 RISE R. DE7A1l.._ SCALE %" i -o" HANGER LEGEND STANDARD SYMBOLS PgC1, /DE ^� CAA' • RED F' 11/2 55 ('a 11/4 /NTC EX. .5,04,16- /it e)`_ F 41 L X 7 RI' 171)Ait 't.t f vPFVk'l �n�i r• /iJ R. roc, j -r— tt x /6 • —43 Ik L' X S_SL ,8 �! `Vw. _E LIVE 2 PJrrL'}1; C;^ i 2 `t 12APTF,2y P c er-i\ JC., LINE S1 J c YSTEM N4 3 IN /TH NCR/ .5LIPPL. .tI'z _ IL xi t F 7-!G 7- i f 5 P'olN6 A f11 6'� n 4 • ',VT of P. -';C'' STANDARD SYMBOLS w 7" v T ft/T /A 7".•.! R /Z BLL REL cZAT.:.7 --Y' # I1 wA TER f AW Takes SELL) f P.* G Y SEE. RISER j • SPRINKLER HEAD SYMBOLS . r— , tx--1 C -t i G_) NEW PIPING FOR HOSE RACi�--+- CLL Chi r -EX- FWE JJG;L' ,X G t NE A I_ NOTES: /C < ---,r----- ------••44 1- WARE ROUSE SYSTEP•RS lW 3 rHG MOST RCM©TE gt,CC'C Z- t X15 TA L L ''!G'b 7'i (26.,\., S ti ,71:7717.--r- 4 -Ce X I RELOCATEL r/,E'E PLA1GTT: Yoo ' 5_ FT /A-' ALIA, AEA YELL01/..1 6x2 DErAiL 8v( ,q V ALARM WA! El< MO 6K PELL #1.—EXPANSION SHELL, ROD & RING #3.—POWDER STUD, ROD & RING #4.—ANGLE CUP, ROD & RING #6.—EYE ROD & RING #7.—COACH SCREW, ROD & RING #8.—CEILING FLANGE, ROD & RING — POST INDICATOR VALVE Zs. —KEY VALVE 40 —FIRE HYDRANT y —FIRE DEPT. CONNECTION N —SWING CHECK VALVE onco— NEW UNDERGROUND tz4— EXIST. UNDERGROUND l>1 —ALARM CHECK VALVE A —RISER W/ALARM VALVE gi —RISER W/DELUGE VALVE e —RISER W/DRY VALVE a:Si —WATER MOTOR BELL _ ELECTR IC BELL Zed —FLUSH FIRE DEPT. CONN. o —UPRIGHT ON 17/32OUTLET si —UPRIGHT ON 1" OUTLET 0 —PENDENT ON 1" OUTLET —DRY PENDENT ON 1/2" OUTLET el —FLUSH ON 1° OUTLET f> —SIDEWALL ON 87/N.IOUTLET +—SIDEWALL ON 1" OUTLET SPRINKLERS TYPE DEGREE QTY Pc • TOTAL SPRINKLERS THI SSU NG MK DATE BY CO -ORD REVISIONS LOCATE BY GRID COORDINATES � f 7 HOSE RA t l()1 0 f T r� st G R ' CO 10 �rt 1� IkZ 11'42- 414.111. ___17;,,i: ,, _ 1 .z. FIELD INSPECTION BY PHONE CONTRACT WITH GREEtJ ADORESS P 86';.K Ca 779 • 3. 4. WATER DEPT. PHONE 2.9474-- 7995 ARCHITECT ADDRESS 118-8? P5 - .500k7eAf ADO 1776A1 BY 101 CITY PHONE ADDRESS CITY PHONE NED AA1D S TO Lt 1 / L Er2 C 4t / _^. Fir VLF. SL Fl: WITH 1s, F 4 PA 't4 1d. • ACCEPTEr." ITHOUT COMMENTS. S NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been teviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will !Final acceptance is subject to field- wpspection by a representative of this department CITY OF TU LA 575-4407 Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. PROJECT ADDITION TO 'AFC° WARE HO E • 1 • FIRE DEPARTMENT TO BE CONTACTED TO WITIESS THE FOLLOWING TESTS: k 1. Underground Visual Inspection (Undervround Flus:;: y Valve Trip Test TUKWILA FIRE DEPARTMERT FACTORY MUTUAL ENGINEERING ASSOCIATION SEATTLE DISTRICT OFFICE PLANs AccFPTFD IBJECI IC Cl-tANGFS iNDICATED AND COWEN'S nOl seperaik are Humes...CM ilgrittr 03 11 1,133 0 el 344 -43 L._ 3Ct S 0010 gi mete ot the fM companies is limits° to their insurance policy coverages. Reviewed by ./41,) Date _e_Li ADDRESS CITY TITLE' FIkE SPRINKLER OVER -HEAD P/P/N6 PLAN DATE. DRAWING NOw ZONE' 63_9 DigAwN SURVEYED 1;4— COSCO FIRE PROTECTION DIVISION 2 OF • • a step ahead of tomorrow. HYDRAULIC DESIGN INFORMATION SHEET NAME Ps D PM CN TO jTC.O. Wai2J NQUSE DATE 5 30 LOCATION 11 S"GD 5o.rfk Cewfe✓ PArLi 1.4) Ay TIN WILA. BUILDING CONTRACTOR CONTRACT NO - 905 CALCULATED BY 1 • .TA 4.C13S DRAWING NO. CONSTRUCTION: .4 COMBUSTIBLE 0 NON-COMBUSTIBLE CEILING HEIGHT 2 2 FT. OCCUPANCY SYSTEM NO. Z rn ❑ NFPA 13: ❑ LT. HAZ. ❑ NFPA 231 NFPA 231C: ❑ OTHER (Specify) ❑ SPECIFIC RULING ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. FIGURE ; CURVE MADE BY DATE CD I SYSTEM C r AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE µ0O0 fa WET 0 DRY SYSTEM TYPE 0 PRE -ACTION • `I1 0 DELUGE $ GPRI MAKE SIZE TEMPERATURE �$R)KLER OR NQZZLE 150 REQ' MODEL G . 350 1741" K -FACTOR __8.2 ..__ ____ ._.___ _r RATING 1e GPM REQUIRED PSI REQUIRED AT BASE OF RISER . "C" FACTOR USED: OVERHEAD UNDERGROUND WATEit SUPPLY I DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST P14MP DATA RATED CAPACITY AT PSI ELEVATION TANK OR RESERVOIR & TIME PSI FLOWING CAPACITY J 4t'5 ELEVATION k - PSI t1 C7 WELL 29610 PROOF FLOW GPM LOCATION SOURCE OF INFORMATION r Pse—TORY MOTL) ri. COMMODITY STORAGE COMMODITY STORAGE STORAGE CLASS LOCATION HEIGHT AREA AISLE WIDTH METHOD: SOLID PILED ° PVAICFWPIU.T'` an�mmvni g� . E 1GINEEr4FAGKASSOCIATION SEATTLE DIS4RICT UFFICE 0 AUTOMATIC $,TC:41CAFE S 3 L1 ni-J.ioiG4.,d oiG t'tl�l ER [JNO ETV shoUto oe usen anc 'he ,nstatlation shoal t NtfracFQMT£tntsoo % 1} PALLL'ERNS ACCEPTED aDC.o..,rt NEf lrakTED NON- gtiCRS�iIF4TED oA umect to filio exam - I GEoPOcCen!ING x o Q Cr ❑ SINGLE ROW 0 CONVENTION•LET 0 DOUBLE ROW ❑ SLAVE ❑ MULTIPLE ROW � � LONGITUDINAL �M FLUE SPACING IN INCHEsrecomme tneo TRANSVER$�tt°n,. nation ano wilt aroma . It. aonnkte, ano rite .;ontroo assfTrhon corm 85 or equivalent. AIN. e. t his ecceotance is vola it tht'ra not dearly snown on these prints. Lia- coverages.— HORIZONTAL BARRIERS PROVIDED separem •u•. A are fluorescent I d ghts of Diner oost.ucttons bility of the fM corttpantes' is uma8a w thou o.surencc pouoy Date , 1 I3 `I Reviewed by ZURN INDUSTRIES, INC. COSCO FIRE PROTECTION QI.V. 10910 117TH PL,., N.E. KIRKLAND, WA, U.S.A. 98033 PHONE: 206/827-965,1 FIRE PROTECTION NAME AD.D I o J iQ JA.F60 Wlialee NOV . 1 Ilir_ .Ai,tf_ LOcATJON+� 1'� ‘__•/:-1—___‘--•‘-' .� NOZZLE TYPE & LOCATION FLOW IN G.P.M. PIPE SIZE FITTING & DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I/FT REQUIRED P.S.I.• NORMAL P.S.I.-. ELEV. NOTES RISER NIPPLE LtN6 Q' IIS LGTH. 8 — 64,40 •$ O • �7 `Pt t .5 Pt 8 3,I�/K0. Q 3 8. 2: Q. �J•J FTG_ Pf .7 Pv UT. ". Pe Pn Q 32.0 l 112' LGTH- j3 •-•. Pt 19.31 Pt iirOT. FTG. 1 7...,Z 146 Pvv 0,7 1 •3 e Pn Q 37, 2 LGTU- E.- I ( Ptio.67 Pt 11 QnI' Ct108. 6 FTG Pf .8$ Pv TOT. /3""' Pe Pn Q 38, I 2 LGTH. 3.33 . I q 1 Pt21.55 Pt iI al 6. -r FTG- (0..- Pf 2.53, Pv TOT_ �i-33 Pe Pn Q LGTH. Pt2Y.O8 Pt K,=- 2.1q ,8p 7 ,>C FIG. Pf Pv Q 0T. Pe Pn Q l LGTH. 8- .097 Ptle.s3 Pt �L� g-2 FTG. .7b .Pv Q 35.3 roT_ e- JZ Pn Q 36-0 �'!ti $- ,l7 P ti CONTRACT NO.' q° NAME AD Dr notJ TD `tF -o FIRE PROTECTION MA GALe'S — •rlE u� C- 78 : 10/79 NOZZLE TYPE 6 LOCATION FLOW IN G.P.M. PIPE SIZE FITTING & DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I/FT REQUIRED P.S.I. NORMAL P.S.I. ELEV. NOTES u, w a N n. cc a A Q i.GTH.10.66 T.J. pt28,,0 Pt Q 29�t.2 FTG: .0003: Pf .a0 Pv 14-=55.2405 TOL (0'4i Pe Pn � 22 ,V Q2./it, It GTH.(bd 6 . D1(' Pt 2.21,q5 Pt 11 FTG- Pf ,12 Pv �.6 Tor_ 1O4 Pe Pn Q295.0GTII-f(7.-66 Pt28.55 Pt / Fra 10 TOT. fOr_4 'D23 Pf-$5 Pn /� Q883.6 pg D Q214. LGTH. i0,/o6 ,031 Pt288O Pt r �1,19.Q 1 FTG. Pf .it'C Pv TOT. t elA6 Pe Pn a Q298.1 6 GTH .0,66 Pt2/p e21 Pt Q1f78.3 'l158 Pf AZ // JOT._ Liv% p� Q3a'l.5 F 1GTH_fS.6 Pt2Q.>3fPt FTG. /2.0 .082.,, Pf 4L.72. Pv // I . Q/779.0 TOL 67 Pe Pn G' Q --- 3e— 4-5 LGTH_ 31.5 42" Pt3 j r35 Pt al— SO FTG. 130--' Pf 331 Pv Q 17794 w- 5 ug _ I61-5 pe_// -2G Pn OD 261 BK. Q — S LGTH .... P t'Y j.5 2 -P t _. Q 77� $ A.V. FTG. Pf .73 Pv roi r Pe Pn ►Nsios v -t 75: 150,84 2e - /2 GTH_ 32-- • /.� /y� do11 Pt50. _5 +� Pt ..4— F3A%5E OF r 'r ' FTG _ I pf '.1 1 Pv ••� Q 429.8 . I ;7: Pe Pn -$ 350.0 _.. _L. Pt51.34 Pt tovie Q22/9.8 FTG. Pf Pv — TOT. Pe Pn 0. -GTH. Pt5I-36 Pt -dk- V. CA, 1-001° Cb1JNCGTIO N FTG. Pf Pv Q JOT._ Pe P■ Q. _GTH. Pt Pt Q FTG. Pf Pv TOT. Pe Pn Q -GTH. Pt Pt Q FTG. Pf Pv JOT. Pe Pn cc GTH. Pt Pt FTG. Pf Pv Q IOT. Pe Pn Q _GTH. Pt Pt Q FTG. Pf Pv TOT. Pe Pn a _GTH. Pt Pt Q FTG: Pf Pv TOT. Pp Pn ..GTH. Pt Pt n Q FTG_ Pf Pv TOT. Pe Pn C- 78 : 10/79 CONTRACT NO.5W NAME A00(1100 To JtNreo Wl avv4 POSCO FIRE: PROTECTION LOCAT I ON ---4N-I------Lt-- r 1 u i v VI I IVNJHL.. fVJHIN NOZZLE TYPE & LOCATION FLOW IN G.P.M. PIPE SIZE FITTING & DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P..S..i/FT REQUIRED P.S.I.. NORMAL P.S.I. ELEV. NOTES RISER NIPPLE SYSTENl Q LGTH. P 51.0 Pt E5hSI✓ DEA(IAND Q 161,x.5. FTG. Pf Pv 1215E12 �' e.y15T: j 4 Tio,J TOT_ , Pe Pn Q GTH. Pt Pt FTG _ . Pf Pv.• Q IFNMA Q LGTH. • P t P t fir, Pf Pv feED Q TOT. Pe Pn MAI IJ Atii'1ED LGTH. Pt Pt Tmm• 7146 ikXIST. Q FTG_ - Pf Pv +I{ pe • Pt Pn Pt SI#5TeM Q FTG- Pf 'LOX. • Pe ,Pv Pn Q T.LCJ• 8 3E- 1S LGTH_ 70— ;,, Pt5I- 0 Pt — -FTG. 1T- I-2.0 FTG. /65- -�2` Pf 4/45. Pv Q 16415 TOT_ 2 35 £GTH. P PE. S�2Pt Pn =---, Q Pv Rpt 1hse Cop. R., (5 Q Pf LIT _ P; n MSIDeJ.4• �oSE Q j5� D 26 -its LGTH 32- • .0077 P t 55- -r- 67 FTG. 1O 9- 1. Pf 0 Pv Q X79 5 TOT_ 1€141-- Pe- Pn 00TSiwe NaSE Q 3.59 GTH_ •Pt 54.8 Pt Q2//� Q _ FTG_ Pf Pv l..),4.1. -442P CONNELribi4 TOT. 1.GT1i. Pe Pt 54-8 Pn Pt C Q FTG. Pf Pv TOT. Pe Pn Q LGTH. Pt Pt FTG Pf Pv Q TOT._ Pe Pn- Q LGTH. Pt. Pt FTG. Pf Pv Q TOL Pe Pn Q LGTH. Pt Pt FTG. Pf Pv Q JOT. Pe Pn Gi J GTH. Pt Pt _TG. Pf Pv Q TOL Pe Pn Q 1GTH. Pt Pt FTG. Pf Pv Q TOT. Pe Pn_ D, EGTH. FTG. Pt Pt Pf Pv Q JOT. PP _ Pn Q LGTH. Pt Pt FT(; Pf Pv GI U TOT. _ Re Pn C-78:10/79 • ,. I 1 .I . 44 4.4 it- .tt 1. ttr-*- . 4, r • }. • T -♦ ., 4- W 0 1tT1 u t 1111 1 ' mr1 • qN I _1 mil + > t{ p y,tIli rf1 1pl fi t 1 r _ t �r 1� 1111 a lslr ur, 1111MIS j� IT I r t 1 111 1 1111111 ION UuI 4 t* :POUF 1N 11Ji U i ,1 OUF}i+. 1 d=, .oIouO= / 11T Thou ti 111 Tulini ' illl .6 i . 1 : p 1 :. 1 ' ''' is I ;i ieia� i � as "11111111111111i'4.:1 t!► .11 111111 ''1111s11111II11111 ii i., Milinis ?,' :!!OM Mill :i 1//1/1l� 1111111111! !!1lu�1EMEN! PPA!! Milili � 1UI 1 is m 1111111rr1I111nir.1/1� � shun=r!uiu nu hluanumu .4- 4. ,r 4r • •;,. r;lr FIRE PROTECTION CQS�O NAME DDtric T<3AF WA -2-410056. O V.5.L,(,1 I V1, _ NOZZLE TYPE b LOCATION FLOW IN G.P.M. PIPE SIZE FITTING & DEVICES PIPE EQUIV.FRICTION LENGTH LOSS P.S.I/FT REQUIRED P.S.I. NORMAL . P.,S,I,. ELEV. NOTES I.►Ne Q I I GTH. 7 - �.4n r S3 Pt �a. r P t 86 3,F.,/It'�p, TOT / - #01 / 59 Q 35-3 .6s Pe Pn %-= 8.2 Q35-9 1 LGTH. 83'-' Pr 14,21 Pt 1Z FTG. Pf 1-3t Pv 1l Q71.2 101-__3- ' l7 Pg Pn Q 37.2( 1 GTH. 4444 Pt2O.57 Pt Q!0$ �2 T FTC,,-- • 37 Pf 't69 Pv y1 TOT. J2-66 Pe Pn Q LGTH. Pt25.2(. Pt a FTG_ Pf Pv TOT_Pe Pn Q f'/ LGTH., 46' (� POLO Pt .. y Z FTG. Q 3 5 3 Pf ,ig Pv TOT- I�'' Pe Pn Q'4 -e I I. LGTH. Pt-- .17 Pt 11-31 Pt ' (/ Q 1,3 7 FTG. , Pf 1-3 Pv TGT_ S "' Pe . Pn Q 1 J. J LGTH- 3'3� 37 Pt2C%7 Pt (/ //373 Q 1 UC.�..b T FTC. 8- Pf '/.19 Pv DT. 11'33 Pe Pn. Q LGTH FTG. P ttt.86 Pt g.,= Z178( ._ _. Q_I iU.S, Pf Pv : Z(1T_ p� Pn Q10$ �/'�.2 l GTH_ Z-Pt,2 ,I I Z‘,. Pt K=Z/.7J 1 fCN T FTG_ 12..- Pf 2,%6 Pv TOL 14-- Pe Pn Q 1GT.H.. P t27.4 f Pt 4C" *-493 Q FTG. Pf Pv TOT, Pe Pn Q. LGTH. Pt Pt a FTG. Pf Pv TOT. Pe Pn Q LGTH. Pt. Pt a FTG. Pf Pv TOT. Pe Pn Q LGTH, , Pt Pt GI FTG. Pf Pv JOT. Pe Pm Q LGTH. Pr Pt Q FTG, Pf Pv JOT. Pe Pn Q GTH. Pt Pt a ,FTG. Pf Pv TOT, Pe Pn_ Q LGTH. Pt .Pt a ,FTG. Pf Pv JOT. PP Pn Q LGTH, Pt Pt Q FTG Pf Pv TOT. Pe _ Pn C-78:10/79 FIRE PROTECTION NAME NOZZLE TYPE & LOCATION FLOW IN G.P.M. PIPE SIZE FITTING & DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I/FT REQUIRED P. S. I. NORMAL P.S.I. ELEV. •. NOTES RISER NIPPLE LIN Q. LGTH. 8-- 54,4to Pt I$.53 Pt 66 'V./ND- �3S-0'3S Q 35-3 Q36-6 I ' � FTG. 70T: ?5 .- LGTH_ 8 — 0 rya., 1 Pf .76 Pv Pe Pt14.3l Pn Pt '""moi'Q'2 Q 71• 3 Lj FTG. '7 Pf 1 -3k Pv i4 8- �T. et PP 3n Q 37-3 Q /08.6 I/ I r,Tli. }-64 FTC 8-- 577 Pt2o-67 Pt 7 Pf `t.69 Py 11 TOT. f L-66 _ Pe Pn Q LGTH. ?t25.36 Pt FTG_ Pv 565 MI_ Pf r 1/..;='21. Q lilt IGTH_ B- 5'.'tO �q7 Pt 18,53 Pt FTG. Q 35-3 • 76 Pv 14_ 5,2 Pf Pe Pn Q 36.0 Q7/_3 il it LGTH. B ' ' ( Pt l9' -.j/ Pt Ir FZTaT_ Pf 1-3G Pv , Pe Pn_ Q 373 2 LGTH_ S' '/ PtZO,67 Pt I( FTG. Qtoe.6 of $$ PyPe ,.. Pn a 3$4 i LGTH a / Pt 2135 Pt 1/ Q / IJ6.7 FTG. Pf /-52 Pv _ TOT B Pe Pn Q. 3q,/ Q18 6•/ 2' I GTH_ 3033 4 50 Pt23.407 Pt I/ r FTG_ /v- Pf too Pv LOT. 13-'3 Pe Pn Q I 12 - 2 n1 4Z L.G.Li. 2 "" FTG. 2— .29(0 Pt 27.07 Pt 1L'°2 -�6J� R 0 Q2qg 3 T Pf w.1t Pv TOT, 144 Pe Pa Q LGTH. Pt3/ .21 Pt M Q FTG. Pf py TOT. Pe Pn Q LGTH. Pt. Pt Q FTG. Pf Pv TOT. Pe Pn Q LGTII. Pt Pt ,FTG. Q Pf Pv LOT. Pe Pn Q LGTH. Pt Pt FTG. Q Pf . Pv TOT. Pe Pn Q LGTH. Pt Pt Q FTG. Pf Pv TOT. Pe Pa Gt. LGTH. Pt Pt Q FTG: Pf Pv TOT. PP Pn Q LGTH. Pt Pt Q FTC Pf Pv TOT. Pe Pn C- 78:10/79 t r C i 1r { T 4�. h t i 1 i { 5 • - - .- • 5 3 E t s Y tf / $ .06 x s � - 9 4 i! - t 5YSTEM r ij- t d' i de- EX IS TI NQ 3 - 33,9d0+ADOIT1ON 1t. 7 5 • 5- 2 i • Y JAFCc2 RETAIL.. b Y s s 4. • 8"A S R.- FCZ THE RE ,i":4416... /AREA 70 BE REL!CdATE0."-- - y x- • gi 4 .F---•- !�- _••••.#•—.t Y - 55` 6- YYA RE H01)SE ~~�. /0 "C/P 4.44445444 4.1 SYSTEM Pi2 5 �..e" A .5.g- FOR. 5YSTEM N$ 3 r `TO /.3E R. .0 CA re D " A S R- MR 4 HOSE RACKS AND WALL HYDRANTS TO BE RLQLLCATh . F t t t 4 s -t- 6- e- 341010 5.1=. +ADDlT/ciN RELOCATE FH1L /4" ABAND-ON EX -100 CIF: '�1 } , ' R \ "\ , ", \ \ \ \ y.r i 11„. RISERS HAVE BEEN RE LeseATED 1- AND PLACED 1t.I • 1 ADDITION -TO EXIST - ByILDING HOE' RA 4 le. ,f3 WITH WALL PI -` SEE stir. IvE 2 RISER pc:7m AND NEW 14 V IC" DIP EX. FIRE -HYDRANT' BE RE LeCATrD TO THE wesr VEK !FY THIS: TEST, 1 s Li. BE HYDROSTATICALLY L"\ki NErf ION -M Ji TEE To BE REL.OcATE..0 • \''''''f61 CO Jc 1 • tw-m,.. IO" SECTIONAL Ely RDAD WAY BOX z#, it 44 E RE • 5 d - 4 .11 31, SEP 6 1984 - ERmoriffimminvotit FI REVIEV, not imply approval for construction o CITY OF TUKV'ILA B REAL) OF FIRE PREVENTION MILT Pn - HANGER LEGEND #L —EXPANSION SHELL, ROD & RING #3.— POWDER STUD, ROD & RING 47 —COACH SCREW, ROD & RING #8..:CEILING FLANGE, ROD & RING - STANDARD SYMBOLS 4c —POST INDICATOR VALVE. OM —FIRE HYDRANT - y —FIRE DEFT CONNECTION 0=4—NEW UNDERGROUND - A:4— EXIST. UNDERGROUND - STANDARD SYMBOLS —ALARM CHECK VALVE - —RISER W/ALARM VALVE —RISER W/DELUGE VALVE —RISER W/DRY VALVE -_ \ --ELECTRIC BELL Toga FLUSH FIRE DEPT. CONN SPRINKLER HEAD SYMBOLS O —UPRIGHT ON lir OUTLET 9 —PENDENTON lir OUTLET —UPRIGHT ON 1" OUTLET - CI -:PENDENT ON 1° OUTLET _ • —ORT, PENDENT ON 1/2" OUTLET 406 — SIDEWALL ON 1/2* OUTLET 4gu-LSIDEINALL- ON 1' OUTLET ALARM SPRINKLERS TYPE DEGREE K.L.INGLER VEL QTY MK DATE BY C:0 -ORD REVIS ONS —LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE Y544-3 73 R _ ARCHITECT ADDRESS PHONE • - 775 PROJECT ADDITION 70 FCC? WAREHo /7500 .SOLI TH CENTER PARK WA Y ciADryDREs sE TITLE: r EPG VD OCA A IS SU YEO COSCO FIRE PROTECTION DIVISION - DRAWING NO • of •>n c Tr ITN 7t 0 L 1' 0 izt V ' - 1>1NI�L14 N o1.1100V 0 0 3 7 D N TCP \n 6 0 Np1L73NN07 0 0 -71 r1 i APR 0 O C • C a®: m c/ =00 m rn mrn r" -1z v r to rn z y rn VK/MN VA V it in 5 11' — 6," • • l 1 1 5" Mo.IN G'ipi✓ ACY- 7 1✓r1`fKY • -_ C C -1%¢I` i'tP PLAN vi r.\14 "'"'6I c-oly 1k1t'CTIOg .o r^Ari rI fr,p,ova ~fig- 77- I -17KNw vA.Vr 41. 0 2l Z yrG:. JOVir5 f I Qt► ACCEPTED ® WITHOUT COMMENTS. AS NOTED IN RED ER THE ATTACHED LETT The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to fielU- inspection by a representative of this department /- /9B OF TUKWILA X575-440/ tl h' -or. O\s 1Y1;�� • TUKWILq E Please ENt callIRE DEPAR 'M and ! : ob .4407 i Sive this • No. end exact ad 0031 down ort address for sh ` . ta bOd appro� siV ECPul! y 00 44 6:1-101\1 A -A • ACE'ORY MUTUAL ENGINEERING ASSOCIATION ---- E T E k1I$TRiC7 OFFICE PLANS ACCEPTED SUBJECT TO CHANGES INDICATED AND CONtMENTS IN TRANS'vi1T A, LETTER. FM approvad eguipmenl shoulc oe vse' .n, nr nstatlation should conform to FN recorrme' cao goor wapticas rola. aGl.e,,ta RCE v CHIS IMO Is suolect to tielo exam ination ano will Ont ve given w' an riacer+ms an0 tests nave been certlhec USint Netlorel Auti+matic aprenKiel and i -i a ..oncrol Assouation Form 85 or eQUKalenL s separate form shoalo oe submitto0 to. each rise) this acceptance is voio It there are fluorescent lights or otnet oC.sc uctions not clearly shown on these print$ Lie Witt' of the FM companies is hmiteo to their insurance policy coverages Reviewed by =� y Date _1—/-5—/7 1 Fir T Ho. 1 1 IS &LOC ATE 3 OA SttET acs, A I -kfka \t4 .se P.cr 1 1l C04.44/ 7-F/ �t� /s der' a4 / Si�Q ACCEPTED VITHOUT COMMENTS S NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date will void this acceptance and will -.vire a resubmittal of re Final acceptance presentative of this ect to field- mspec-iJn ay de �.rtr ent DATE _,_/S & BY �� _ CITY OF TUKWILA 575 4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No and exact address for shut- down or restoration approval. • 17goo 5 c.- PV--Wy ILE JITITFUITI AUG ? X989 {I �} wkKtC iU �`1i �CItJE� 434t- 1st- A' t S S rk 4(, Lc-'( "II, Z6N.4C. z- 1 C -S P A w_A 1 PLA 2I 5i- it -89 DPA -wok..) C41' GL4. -.3 .0Am (.N.w0 i 110 P-29 –rt31..-Gsofie P- 25 14 P-2.7 D_ Tt�-UP VALL PANEL 1 NO.S 5r.e. 3NT. 52 roF Plot: DETst__ • 413'.-c) -2C0 P-25 P-24 o P- 23 Cort}•Oa _, BQ, o F _' - -_ _ o f M -cV l en I r; a 6-4 c-, Li o _- E •APnd5mg-- ct F. FLOOR EL-. -Etf,#F. _: GvNC._ FLt1acz, s LP•t) _ cgs.) c • 0 0 t'- 0 -9 a P-2 Mak P-3 P-4 011 O M P -5 P -G t 1 P--7 • t F-2 14- I 1415..• 44AND a-4 N q renie f INPecN r . I ! N i • -7-5GA1;.1= t$-" s.1 KtUFFn. • CS.[R CO. TL -663 REGISTERED ITE MANSON 0. BENNETT STATE OF WASHINGTON REVISION DATE DESCRIPTION -LiNB Qt= Le} 8 r F- 114 44) . QYet't:.4a 7-74 a La" P -t5 IA 1 STAGGt NG A�1S, tot_ ci G . T. r7.P0%Et2 Z Zla 4 tt,.t P-9 1 ' IN i 1. -LAM C L., d 103 • zi N•� F-1 1 4 tyliz14 3tsw. =;wY4 Q; 4 U.- -Pi / I/1 MET.I 4k -2.=,=.011 -- A DATE ULY t 9-t I NA G C A N DEN E LGP N`1 KI �- CoRP — Q12.0JE.CT LO1 DRAWN - T, 5 co ~Z o - - CHECKED - APPROVED Za Sc Q IJ APPROVED M 0 MANSON BENNETT AND ASSOCIATES THE 1411 FOURTH AVENUE BUILDING SEATTLE. WASHINGTON 98101 - g *� -_eo�} fir/ LUQcu Ior.,M CL G. M. MiTt41J2. _ - - . .. .'4a .I 4 1 . t Af•c. . • fr�Nlfuze,Q- ,,-PS. PrP Asa- ---d_.--- 1 I I i - —� s oaf �s � � 1 :aiI '. i r EL EV. Cj.. I ¶t h. , psp._-pp.INT® / e • 1 -41 ¢ i GY M. _Si% it. X . LEVAT1C�F1 scN‘..,4.t; Ir_ 0" St-4oW12-,ooM, C L -CC, µ T. 8 = o' 0 ki _ - - . .. .'4a .I 4 . I I - Ft14 �cEt7 Gs:ks$- s oaf �s � � 1 :aiI '. i r . i : : *__ , .--) " -S-c; 4 t G s i- Q EMtOVAPA .g _Y�fCt?fl R.At L.i N C. _ E L E VIA T Q 4 44-4 -A•1 Tom!" —14 { �YmeQ =Ft‘l 0la2 �•x•r• c L. zt.IP 7. - C1 -o.t_L - i ¢N:1-0 5cA,L.Et(4 .I.G7" M e 4 .r L1; i L FoRMtci• { Tor' t D E.GE LL4,irr?. -- 114 2 t4 VtoMEI TOILET zt. HT _ 212 +4 DET WD 3 _0r VJD - 3/R PtYtu Di V) bE RSA DET 1 0 SHIM TYg_ • Ct maz v. RR • ii ' ct,c1 v1. • At %A:A" _ sS.CTIOLL •u If • cS53 REGISTERED ARCHITECT REVISION DATE DESCRIPTION STATE OF WASHINGTON PZOZEVT [Si MANSON BENNETT AND ASSOCIATES --- THE 1411 FOURTH AVENUE BUILDING SEATTLE. WASHINGTON 98101 A-3 • -:Ta1-FTC) .ic PPes&-- •fGtEA. .- U I C. AI' • • • • • Ss6.t& F 4TE - • • • . — F • 1 (44 F111.-Gf2,o.DE� !1MS -ate 1.• • -I lebt1'113 tto IF CXT E rI 5I ON 154# Less Tt►nf�4.lpr..>- �? - ' - • • TOM Y1toGK I • P•5 J -70 • • • P- 4 • 1 = PAtt+tT 4:?J: -- ---- 5EE ?Anel. P.217 . FOR RE!rF.AT) \. 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PANEL STATE OF WASHINGTON REVISION DATE DESCRIPTION —f of ?ArtCL T;-7-roP FooTirto _• 0 • • • • • • • • • • • • • • -411 • • • • • • • • • • • • • • • • • c a.41- • • • • • • • DATE :11 DRAWN I APRROVED MANSON BENNETT AND ASSOCIATES THE 1411 FOURTH AVENUE BUILDING SEATTLE. WASHINGTON 98101 la 4 t • t7P_ DF (= DM< EL. P) 1 -r v Com_ 2.00 Ft i.t c. _ 2x4 Fe,+ -Ames 24" v1L- =t;]P tC�t 2•/(41-ztFFE»e¢s e.`va, X1154—-o6,==.__� ---To'P aF 7,00F -T` P- ME. -r — - PuZLIt4 :4.1c' ea -o" AGGrLE .ib tL` ZOPROPKI ivrfr� tioNtoolON WOMIS otoniXON 315.5000 atittlieei moos. 4v�t-,dr►A _17U1rtUnk .4YtS'-or ZtEA2 {-�L*fG4.1-r . r 1 fit? [ e,r tp€ . p„Gcus l AL Tri_t=_cam t.---1NAGr — —LF ACL 147, - - sa.)SPetyL?2=> skCekKoTICCAs. rtL P1ZE�Ati."'� Ct�NC� L_T_Ut� =P�►XtE=i. �-s_ ='i�POS str..L= M Z Z A.t.i I )4 . o+FFt GE • 1. 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BUILT 1.100F1116 Vat} pLY100oD 41,3 C0 k•aT.CIT i/4 -FEW?, PO it- AL M, TI-IREIsHoLD - Xio FASIA c (pAita-TED) CLOS. EIJI> D E TA I L Iver x x x DETAIL DETAIL _ • Li TYp. 10 C. LONG F .F L 00 R Ltt 3)(3)(1/4 L FN.FLOog. LNG. • .P. e" -Li • - 0 • DETAILJ DETAIL t., _ ROI5r5-ER gumpti< D•17-\ IL DETAIL 0. \t A /11 DETAIL 4 DETAIL MAIN GNITRAOCE DETAIL 5cALE E5s=r-c01 F `CT U S M E-27.. OFFICE REFLECTED CEIL 5 C.,664-16 1/4"11C011 )&P LAW REGISTERED ARCHITECT REVISION DATE DESCRIPTION MANSON O. BENNETT STATE OF WASHINGTON - I t — DATE 2 - s CHECKED - 4it t`_tp - APPROVED — Ma _DE.V5.1.0PMEKIT CORR 1N1C, Fizcase-c-r !S MANSON BENNETT AND ASSOCIATES THE 1411 FOURTH AVENUE BUILDING SEATTLE. WASHINGTON 98101 • 111./if CCCCC CO.. - 0.0 24-0 P- 29 0 th 2-0 • cn U 24-cv_ P - 28 24-0 P-27 OA/ ./01 N r 0 t4 .CUFFEL \ ESSER CO. 7. L -- Q 5 -G 5 -ex/ -2 W/8-#5 .EA. WAN' P�70T- J 10 4_ X 10/2 CI_ COLUM I/S TYPICAL 512" 5LAe) 014 GRADE w/ *i 4' / 2" EACH WAY "v/1 .e • x /-2 EA. 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WASHINGTON 98101 5-1 GOD TO? 3x f1A1LFR•-, 2-" 5 (TYR) t 1�1 SEE BELOW FOR 7YP. cctkli -'' 5 CTYR) . EE DET 754 FRAMING PLAY tolyl. PANELS RO0P R 5 PEC, -79, ZC4 2l J 0 tN r SEE 7S2 FoR TYR CO IN. - C2 EA. PAJ'-IEL) 1VALL PANELS = TYPICAL /0 SEE 7S2 F-c,C P. Com/V. C 2 EA. RAN E L4) WALL PANELS @ LINE C - /8 4-4'7 VERT. , TYPICAL EXCEPT 4-* 10 0 COL'S C -!Q, C -ll} E-Ia /E -I1 1 -O , , 1-0 '2 TYR { 1167. 1 0 'De12TIE5 TYP. � =TYPICAL S/!JE TYP1C4L. END ' fewELD aAie HA/i2 PIN (E `' I+ BED) Le.END TIP THU-IF.REcDD F©2 EAJD CLEARANCE 41,6 VE.T: EF. 3 c Oh Tlk s Q Soc® L 4- 46. YteT., E. F #3 eeB"T/>Es 0 { -'L 5), CALt/.(ALLSIDES _Av/ /4 AIYCt1 @ StOF5 :T/614€112- FROM ./ -' VALL -PAt' E1 _TT PI CAL DOC'S LEVCL EIS PIT -11 - CCt•f 5TPQ. JT CFTIOt1AL 4@12 E.V. 252 2-_ 52 Pit-A5TEZ EYO kI O 4 0.1 4 J 0 a g l4 3-"► 5 FSR 3-0 \VIDE FTG.O+e L.ES-5. 5-1°5 Fog: 5-0 \VIDE FTG. ,r 7-G NIA LL -its x 2!Gori I�3 o.C= CI`iO -SM0Tt1 DQ1VEL5 7/115. JOINT CJT'ILY % f E Q U4 L 1 -E-QUAL 5 • f`-• PL-AtY TYPICAL EXTCX 1 OK rt:ae PANEL TO FTG. COWL!, SEE 7 S Z .14G! Imo_ BOT Face 2- \WOE ATG. _ - /a. 57T =Foiz 3.;0\VIDE FTG. FOOTING r FTG Foie 5-c3 5 S2 _54=t -G7 R2ECAST PA/VEL L2 ca A" CAP FL (VELD GF2lAIO ELUSH 3 " HOLE EA. TUBE Z 8X2x0-8 "v7- 4- 6BN46••O-4 57005 @ Z" EA WAY' CAtJGPY COIVA/ECTICI-J 3-04 EA. FACE FULL PANEL HEIGHT @ EACH TUBE COQ-/ti1. r ADP 2- "4 F'JIZI E FULL PANEL LENGTI-I 2tfGcALL. AA/OPY OPMG5 6 S E 1'1= 1-0 ____--4y SiCDE TYP ,FL4T 541Z 3x 14 x D -B lIf 2-78 i /50/..TS C.L. COL JO4 x /Oz F c."l1%O-1l"`'/2- FP4x2x-1I \ gll2 -34 0 EXP. 3OLTS DRILL N0LE- IN s L. COL . ; ,FOR 6OLT 14E -ADS /b 1 e 12 -4. ,WAY SFE PLAJJ l� 02 RE/n/F V co k TYP/C41_ COLUMN UNDER GLU-L1.IM 1 ,B4 SES CONNECTION COLUMNS FOOTING 4S2 34 = 1-O ,RECAST , 4/y3 L 5 TIE- S ! #`7 x0-6. ti TIE - Ss /; - /1 l4 CONTINUOUS FOOTING i 1, • TYi IC4L I'4 NE -L TO FOOTING CONN C CT1O N 7S2 • de TYPICAL P/LASTER DETAILS Al'.1D CCN/VECTIONS SCA LL= 1�=I'-O -- o r TILT -UP WALL PAIUEL N,IC)TES [i 1. BASIC IVALL THICK1VE55 OF- ALL! PANJEL5 is 5 k". 2. R,20v/DC *d 4'13 EA. WAY IA,I ALL \VALLS .PLU5 EXTRA RE/NFCheCING A,`5 SHOWN IMV PANEL CLEVATIGn15 AVO /41 774E 5CCT101V5 AN./0 DETAIL.5. _ Z. ALL. ZE/ivF-C)# Cln.1G SHOWN/ THESE D/cA\V- t/NGS ARE F-0 R /N PLACE LC)A1 5. c-,ZAGicIZ SHALL PJZOV/DE _ LIFT/"JG IM5ER7-5 AND SPECIAL IZEINFORCIA/G A5 REG?UI,eED FOIZ PANG L EfeECT/ON, 1 4. 1 5EE ARCHITECTURAL Vr?A1V1,VG 5 F01Z ALL OPEIVING 5 AIL/D 774EI ' Z1/MENSI,A/5, 5, GOMT2ACToFZ 514ALL FRO\!I E COMPLETE s Ho x7 ORA\VIti/ G 5 1-0 THE ASCI -t IT' EC -1- - - E3EFOI2E _ CA 5TI/VCs P'AIVEL5.# G. 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A CERTFF/CATS - OF /1 JSPECTIOAJ STALL- 5E-- SU8M/TTSD , TO -77-/R TUKWILA LU/LD /NG DEPARTMEA/T _ FOR ALL MMMSE e S- 44E.AleeRS-SL14L4-8E DoL'GL-45' P/4E. -BEAMS S/,IALL 8E Cb/e3 "A; f = 2400 PS/. - COL UMA/S - 5WA LL BE COMB. 'fel," F /5OO PS/. 5[1P3ti1/T_ Cc4' fPLETE SWOP_ DgA W/A/65 PR/OR 70 FA5RICAT/CN G IeoCF P4NI,:-L PLYWOOD SW4LL BE BCDx (S L4MINGTIONS)) )8.C. STAAIDARD No. 25-9. 7._FOOT/NG5 SW4LL BEAK ON SOLID UNDISTURBED E4RTI•I AT LE ST /5& -LO V LOWEST ADJACE-NT FINIS1-ISD GRADE UNLESS egolicw OTWE W1gE: • DESIGN C,e1TE-,21Lf, : (UNIFOKM 15.C. I'?74 EDIT ONS Ro r L. L. 25 pS F W ND /5 P.SF. SEI SMI C ZONE- 111 U. . c. SOIL BEARING 2 non FS.F 4:. ALL TILT -UP WALL REINF SNOYVN IS FOR IN-PLACE• SERVICE LOADS ONLY. CONTRACTOR SA /ALL PKOVIDE- ALL LIFTING INSERTS CCN SF�c14L. Rt -INF. ICE c UIRED FOR ER-CTI!)N L 04 DS . 10. SAWN 7/DIRER SMALL 8E DOUGLAS F/R CGVSTROCT/OA/ NMMS G24DE, (U15E/ f) FOR ALL BEAANPAA /El.. ROOF PAEL ../c/ 7S. f/ ALL WELDERS S14,4LL BE CERTIFIED BV TA.1E AWS. R,II[l a 44444 co. TL -663 REGISTERED ARCHITECT MANSON 0 BENNETT STATE OF WASHINGTON REVISION DATE DESCRIPTION 57 -op zEINFOIZCING / CLre; TOOLED E-DGES 1 j I /2_0 sMooTI-1 ODweL5 x/ -o JIB" GREASE CNE END, PLACE AT g` SLAB TYPICAL. CONSTRUCTION JOINT to X'S t 54P ' JOINT -wr TYIIICQL CONTROL JOINT INTERIOIe 1 FLOOR SL.45 'Px'S -6 SAWE-P J(/NT TYPI C4 L CONTi�OL JOINT `'XTf--RIOR dF'leON SLAB A DATE 5-3-71 DRAWN ML, DFS Mc CA NH DEVELOPMENT CORP PROJECT 4.181 CHECKED - "IC v APPROVED MANSON BENNETT AND ASSOCIATES THE 1411 FOURTH AVENUE BUILDING SEATTLE WASHINGTON 98101 S- Z- zt5 rre 1 s _1 t Z., 5 I wSCTYP) (TYP i ..i_i 1 lit -1i 1i 1 1 IG 1 to I r 1111 t i ktl'` 11 II 4t I! d,!, I I ,a--1-- i i MI' {1 � )<r\ � phi "_ SEEPLAA11 I?E7'AIt,S scivD 1-c -�SCiYPJ i l I 11 1 1 L3T/E56 \-- \ ` I I1 N I -tQ \ ,' 1 � �`` i 1 , Q 0 0 { -- {{ \ I I I Q tE � - N ® ♦e iC, 1 I 1 l i i _____pjL\z:1 SEE 7S2 F-c,C P. Com/V. C 2 EA. RAN E L4) WALL PANELS @ LINE C - /8 4-4'7 VERT. , TYPICAL EXCEPT 4-* 10 0 COL'S C -!Q, C -ll} E-Ia /E -I1 1 -O , , 1-0 '2 TYR { 1167. 1 0 'De12TIE5 TYP. � =TYPICAL S/!JE TYP1C4L. END ' fewELD aAie HA/i2 PIN (E `' I+ BED) Le.END TIP THU-IF.REcDD F©2 EAJD CLEARANCE 41,6 VE.T: EF. 3 c Oh Tlk s Q Soc® L 4- 46. YteT., E. F #3 eeB"T/>Es 0 { -'L 5), CALt/.(ALLSIDES _Av/ /4 AIYCt1 @ StOF5 :T/614€112- FROM ./ -' VALL -PAt' E1 _TT PI CAL DOC'S LEVCL EIS PIT -11 - CCt•f 5TPQ. JT CFTIOt1AL 4@12 E.V. 252 2-_ 52 Pit-A5TEZ EYO kI O 4 0.1 4 J 0 a g l4 3-"► 5 FSR 3-0 \VIDE FTG.O+e L.ES-5. 5-1°5 Fog: 5-0 \VIDE FTG. ,r 7-G NIA LL -its x 2!Gori I�3 o.C= CI`iO -SM0Tt1 DQ1VEL5 7/115. JOINT CJT'ILY % f E Q U4 L 1 -E-QUAL 5 • f`-• PL-AtY TYPICAL EXTCX 1 OK rt:ae PANEL TO FTG. COWL!, SEE 7 S Z .14G! Imo_ BOT Face 2- \WOE ATG. _ - /a. 57T =Foiz 3.;0\VIDE FTG. FOOTING r FTG Foie 5-c3 5 S2 _54=t -G7 R2ECAST PA/VEL L2 ca A" CAP FL (VELD GF2lAIO ELUSH 3 " HOLE EA. TUBE Z 8X2x0-8 "v7- 4- 6BN46••O-4 57005 @ Z" EA WAY' CAtJGPY COIVA/ECTICI-J 3-04 EA. FACE FULL PANEL HEIGHT @ EACH TUBE COQ-/ti1. r ADP 2- "4 F'JIZI E FULL PANEL LENGTI-I 2tfGcALL. AA/OPY OPMG5 6 S E 1'1= 1-0 ____--4y SiCDE TYP ,FL4T 541Z 3x 14 x D -B lIf 2-78 i /50/..TS C.L. COL JO4 x /Oz F c."l1%O-1l"`'/2- FP4x2x-1I \ gll2 -34 0 EXP. 3OLTS DRILL N0LE- IN s L. COL . ; ,FOR 6OLT 14E -ADS /b 1 e 12 -4. ,WAY SFE PLAJJ l� 02 RE/n/F V co k TYP/C41_ COLUMN UNDER GLU-L1.IM 1 ,B4 SES CONNECTION COLUMNS FOOTING 4S2 34 = 1-O ,RECAST , 4/y3 L 5 TIE- S ! #`7 x0-6. ti TIE - Ss /; - /1 l4 CONTINUOUS FOOTING i 1, • TYi IC4L I'4 NE -L TO FOOTING CONN C CT1O N 7S2 • de TYPICAL P/LASTER DETAILS Al'.1D CCN/VECTIONS SCA LL= 1�=I'-O -- o r TILT -UP WALL PAIUEL N,IC)TES [i 1. BASIC IVALL THICK1VE55 OF- ALL! PANJEL5 is 5 k". 2. R,20v/DC *d 4'13 EA. WAY IA,I ALL \VALLS .PLU5 EXTRA RE/NFCheCING A,`5 SHOWN IMV PANEL CLEVATIGn15 AVO /41 774E 5CCT101V5 AN./0 DETAIL.5. _ Z. ALL. ZE/ivF-C)# Cln.1G SHOWN/ THESE D/cA\V- t/NGS ARE F-0 R /N PLACE LC)A1 5. c-,ZAGicIZ SHALL PJZOV/DE _ LIFT/"JG IM5ER7-5 AND SPECIAL IZEINFORCIA/G A5 REG?UI,eED FOIZ PANG L EfeECT/ON, 1 4. 1 5EE ARCHITECTURAL Vr?A1V1,VG 5 F01Z ALL OPEIVING 5 AIL/D 774EI ' Z1/MENSI,A/5, 5, GOMT2ACToFZ 514ALL FRO\!I E COMPLETE s Ho x7 ORA\VIti/ G 5 1-0 THE ASCI -t IT' EC -1- - - E3EFOI2E _ CA 5TI/VCs P'AIVEL5.# G. ICEINF012CE AgOLJND ALL kA!'OCKOUT PANEL.5 A5 THEY AZE Z'P5/J,J i5. TILT- UP PANEL DETAILS --152 E -NERAL STRUCTUL. NOTE -S)., � _J_CONCRET� Sl-IAL.L ATTAIN d 28DAY STR41\16TW OF 1'cl s 31000 P.S.I.dlv'D SNdLL _1-COWT4(W NOT LESS TWAN 51Z S4CICS OPC514E•NT PDR CUB/C YYRD,(NOIR AMC- TW4N _634 OALLCNS OF 4y4Te-IK PER S4c1C OF CEMENT (0e5/GN �t = Z tOO Psi) 2. REINFORCING STEL SNdLL CONFORM TO OSTM A 615-681 GICADE4O. Lf4PALL CONTINUOUS REINFORCING 3O D14. OR /-b MIN. UNLESS NOTED OTWERIAII SE ON Tc15 DR4W1NG5. PROVIDE CORNER 54RS AT 4LL WALL INTERSECTIONS i7) M4TC1-1 I-IORIZ. REINI="ORCEMENT, • REINFORCEMENT EMBEDMENT SNdLL BE- AS FoLL.OWS : UNFORMED SURFACES .404/NST E412T74 l� CLEAR FORMED SURFdCES �icSd/NSI EdRTI-I 2 CLE41e SURFdCES EXPOSED TO IVEATI-IER.,113EAMS OR COLUMNS Ile CLEAR 4 STRUCTURAL 57"f- -L 51U4LL CCNFCIZM TO OSTM ' 61-UE•D Me-MB/`RS S'L/4LL BE- Fd8RIC4TED IN CCNFOKM.NCE- WITL/ Z1B.C_ .3TA1.11:7AROS- Na 2 5-/0 AND 2S -/I. A CERTFF/CATS - OF /1 JSPECTIOAJ STALL- 5E-- SU8M/TTSD , TO -77-/R TUKWILA LU/LD /NG DEPARTMEA/T _ FOR ALL MMMSE e S- 44E.AleeRS-SL14L4-8E DoL'GL-45' P/4E. -BEAMS S/,IALL 8E Cb/e3 "A; f = 2400 PS/. - COL UMA/S - 5WA LL BE COMB. 'fel," F /5OO PS/. 5[1P3ti1/T_ Cc4' fPLETE SWOP_ DgA W/A/65 PR/OR 70 FA5RICAT/CN G IeoCF P4NI,:-L PLYWOOD SW4LL BE BCDx (S L4MINGTIONS)) )8.C. STAAIDARD No. 25-9. 7._FOOT/NG5 SW4LL BEAK ON SOLID UNDISTURBED E4RTI•I AT LE ST /5& -LO V LOWEST ADJACE-NT FINIS1-ISD GRADE UNLESS egolicw OTWE W1gE: • DESIGN C,e1TE-,21Lf, : (UNIFOKM 15.C. I'?74 EDIT ONS Ro r L. L. 25 pS F W ND /5 P.SF. SEI SMI C ZONE- 111 U. . c. SOIL BEARING 2 non FS.F 4:. ALL TILT -UP WALL REINF SNOYVN IS FOR IN-PLACE• SERVICE LOADS ONLY. CONTRACTOR SA /ALL PKOVIDE- ALL LIFTING INSERTS CCN SF�c14L. Rt -INF. ICE c UIRED FOR ER-CTI!)N L 04 DS . 10. SAWN 7/DIRER SMALL 8E DOUGLAS F/R CGVSTROCT/OA/ NMMS G24DE, (U15E/ f) FOR ALL BEAANPAA /El.. ROOF PAEL ../c/ 7S. f/ ALL WELDERS S14,4LL BE CERTIFIED BV TA.1E AWS. R,II[l a 44444 co. TL -663 REGISTERED ARCHITECT MANSON 0 BENNETT STATE OF WASHINGTON REVISION DATE DESCRIPTION 57 -op zEINFOIZCING / CLre; TOOLED E-DGES 1 j I /2_0 sMooTI-1 ODweL5 x/ -o JIB" GREASE CNE END, PLACE AT g` SLAB TYPICAL. CONSTRUCTION JOINT to X'S t 54P ' JOINT -wr TYIIICQL CONTROL JOINT INTERIOIe 1 FLOOR SL.45 'Px'S -6 SAWE-P J(/NT TYPI C4 L CONTi�OL JOINT `'XTf--RIOR dF'leON SLAB A DATE 5-3-71 DRAWN ML, DFS Mc CA NH DEVELOPMENT CORP PROJECT 4.181 CHECKED - "IC v APPROVED MANSON BENNETT AND ASSOCIATES THE 1411 FOURTH AVENUE BUILDING SEATTLE WASHINGTON 98101 S- 0 0 ■EUFREL • ESSE11 CO TILT- UP 1VAL.L.5 U/VOE2 L.e.) ®CD) I , 0 0 0 0 0 J 1L. 154 Qxlro@8-0 0 4x /G @ 8-0 4 0 0 O fu 4 X /6 Q G 54 4 x /6 @ 8-0 "40 CAf4 E2 FO/2 ENDS OF- CAAITI LEVEfe CTYR) _ 654 N tn 0 2x4& 24"oc TYP/GAL 58" PLY\VQOL3 DECK/NG - STAGGE2 Ac SHG?\V/V- SEE SCHEDU E F01 IIIA/LING NO CAMESE2 F012 EIVD: OF CANTILEvric CTYP,) L 4xIG @ 8-C? cil " Y In4t l9 LIl u 4" IG @ 8-0 0' 1- 3-c2 154 ► i ted 4 4,10 STRUT, SEE 954- qX/raiG.L. L N /Od@ 24 " ALL EDESTh tu u trb Pf:* 6. SAYS G-24-0 z /44-0 /cOO/ FRAM/NG PLAN N TL -663 REGISTERED ARCHITECT MANSON O. BENNETT STATE OF WASHINGTON ISION DATE DESCRIPTION ROOF D/APH2AGM /VA /L/NG IOd @4 "oG- & DIA P4/'AGM OU/ -/0&' iE 5 10c10G"oc OTHER nLY\.VOOD EDGES 10d "C>4. C /A./T/Z,vIE0/ATE SUPPOKTS r0frz SPEC/ALL 'VA/Lir-1G F12GM G/Z/O 7 TG GR/E) 9. 4 — SEE PL Atli TU[5 5 6x4" 3/6 04-ooc (SEE 65Z- GANJOPY) W 254 -o DATE DRAWN DFS 21-0 Q 9 - t- 01 - J 9 Q J f54 71./815 6K4s3,� @ 4-0c. CSEE 652, CANPY) 4 6s2 0 M c CA NM DEVELOPMENT CORP p P,OJE CT # 181 CHECKED J APPROVED MANSON BENNETT AIA ARCHITECT THE 1411 FOURTH AVENUE BUILDING SEATTLE. WASHINGTON 98101 S- 3 I .. f Q 4 J 0 4 xITv @ 8-0 4 x IG a8 -o o C � 4" Ie @ 8-Q Q• U � r k \9 U >r a (4 _ 0 r q in m 1 v, t7 w U I I V m� of Q V to U 1 I i -o DATE DRAWN DFS 21-0 Q 9 - t- 01 - J 9 Q J f54 71./815 6K4s3,� @ 4-0c. CSEE 652, CANPY) 4 6s2 0 M c CA NM DEVELOPMENT CORP p P,OJE CT # 181 CHECKED J APPROVED MANSON BENNETT AIA ARCHITECT THE 1411 FOURTH AVENUE BUILDING SEATTLE. WASHINGTON 98101 S- 3 f CONT. 3 X fo NA/LER IY/ 64d /WAILS @ E24 c 5T4G6E12ED, DRIVE FULL. DEPTI-I OF ft (TYR) Lll' JE e ONLY - LJSE 60d @ 4".o) _ 3x8 NA/LE2 - C-L/AIES C ONLY Gu 7 PURLIN5 @8-0 51MP5oN 5 416 PURLIN HANGEF2 --5e TILT -UP IY4LL -.-P/CASTER G tz/ TOP OF P/L4 STER AT COLS C-45 AND D.7-12 DAILY. TYP, PU1LIN , PANEL CONN. 154 I = 1-0 inco m 5 12"TILT-UP \VA L L -'-�- 14D SIDE It 14 EA. Si DE - 1- 0 5 C6nl7` 2-''4 M 8 2 .►o.c. 0 3 EXTRA # @3 / „ -- — 2- 34"'4 M.B. G.L, GI/ DEIz - 4 E' '/A,J G Fe % x7ixc-/02 2-05 x1-0 c 7 GIRDER '-o PILASTER' CONN. 254 G. L. GIRDER 51MP5o/V CC COLL1Mh! CAP /O1X/OZGL.COLUMN to 1 4 l 2- a"M. 45. - TYR G I ROE R To COLUMN COAlN• 354 16 / i 4x 3gxo-9 SEAT Ft 3d x4AKo-8 1054 i APPROVED iiia* AS NOTED The drawings affixed hereto have been reviewed and accepted as meeting of exceeding minimum requirement§ of d i§ City of Tukwila Fire Dept, BOIVI40 a fifty Prevention. Additions or revolion§tO i drawings after this date §iltail not &e constrOed as being approved aiO4:"1"' airy OF TV ', OF FORE / TUKWILA FIRE DEPARTMENT 444 Andover Park East TUKWILA, WASHINGTON 98183 83 025 8/-0" ht/619 'j/ ./o J/FFCo SPIKE BEN4RoY4 T6Nx4/T SP4Ct 61(ISTINc /%" J!}f C0 INC 501 C rT, 1941N1441-y--�. TKW/L) WA. SCALE t / o P47e; 7-Z/-83 Co s co FARE ff o TEC T/ON K/RKLAND WA. 827- ?c.c.% ria ry -V 1 f+{ if, 4. r ,41 1 I I!Y ` , 44. 11 14 414 w 11 r M 1 v MPI I , 1 1 M y 1 F / a y 4 P A I Y1 4.1 W 4. 1 I I W'+' 1 Y ( W re 10 4oA14 41 I f 4.y P4 r4IM'1 r 4 rrr NM! 1.y r tMYp, tee 144 r 44 4 h44 A4 r MkY'MAM"F P•111,YA44 *AI 4. 41 4 N P 1 p. .y 1 4 1 4 1 4 1 ( AI !+ I 4 F 7 J + r 4144. Wde 4 Ww M YI 1 V 1' q1 4 r w 41+.4 rM1u10, 44 r1 4.4.01!4.4 A Mal Ph 4441 IYII KM V mN MW 11 Ar 14. *AA ,11# a, ` ca 4144 044' 114, r4. ,y M c4( 14 N '4Y 1-' 4.4 40re 1 r4. ry 4.4 X 4ws r 4.4.44. w`A W M+Ir Iy. l 41 !rt r'A 1 1 Y4 MP+r. Iy d I A 1 y4t rro. I 4t ry r All a, 4 4Yva J.. w4.. OPP . P.. M '4• __ k*VM^ — w -$ 1 /M• i tin * *+*M.nr_— -- Vwr w. *.. peg Vw *01 .w...M.+4*w if VI • ' 4 sac cp-rLrYl e^�y h fat; 44 94 4. w. 4. vcPJ•a w,<, 4 APPROVED WASHINGTON SURVEYING & RATING BUREN M r. 4; 1 .•• r a„ SEATTLE WASH r4 4 AUG 1 41972 As meeting requirements of this Bureau for classification as sprinklered aeettiltmtIIadditions s on sttattached hs) wllresulnmproved rates AcceDtmce applies o pans submitted end for construction and oecupracY shown thereon Finished install?, on suhlect to msnectyen fer final acceptance to relative ° All comments aoprovat and a n,tt s rrelaeeereesusivelY are not to 4 They b P t 1 y 4cy r y ui el the ell, titan o4 vahe4her due effe�, r{ v rtne con it raw* up 10 ('<u CB t I ruA, rY 2.j4 re s,'.4 WI n rr }Lc,h t lyes Ivry tor personal rroueriy It Is rscognILLd that ha.aids which may Inp 1 a 4 '� `� t , re u t in loss anti exist -V , V4 PORTLAND AUTOMATIC SPRINKLER CO SEATTLE, AWAS HINGTON 3434- 1ST AVE SO MA 2 4656 JOB L/.7"` `.....4, NO HEADS DRAWN BY 1 DATE SCALE 4„,.D.,aI, c ' ( 1 I L 1 till N r �Yklo. «1A a yw 2 W 1 0.111 V 1 'r 4 a.. w x 4 141 ..1 4 A. d L 4.. 11 { 4 1. P .1 4 .411Y+ • TO AIE k`IS52 4. r HYD Oji 11 11 1 10`_ EXIST r NYU. 1 WAREHOUSE J A FCc7 RETAIL Sib)" = 1 1 CONttEEXI3r If' CGAfiCL I.A CC a„4' 11 ®r= ii ' I 35I J 1 oil IL -11 O I' 11 1 O tit! --- 1 cc uTiCa- EXIST F flYID t /1/ t'E/_TILI'1AL kr r VALE nE TE .Sr % 11 cg p/ 1;T l FYIST ID ' CITY MAIN � ptE VI1/4 s_, F EIAIG DQ11,E WAY 4 0 APPRD E !The drawings z,.; s„„7., J .rreto have been reviewed ala 3 meeting or excee r"T � T� r --q- .emerlts a 11,1 City of i�r ;- i D t Bar au of Fire cr re.ls.ons to these d2.t2 skull not to zynstas ..... ; ...iwzoved or reviewed. ....................•••••••••••••••••••••••••••••• __ 111.9 �'Ty 0--=T11KWILA-�- rEUREALt, GF FIRE PREVENTION HANGER LEGEND STANDARD SYMBOLS STANDARD SYMBOLS #1 —EXPANSION SHELL, ROD & RING #2.—C CLAMP, ROD & RING #3.—POWDER STUD, ROD & RING #4 —ANGLE CLIP, ROD & RING #5. — L -ROD & RING #6 —EYE ROD & RING #7 —COACH SCREW, ROD & RING #8 —CEILING FLANGE, ROD & RING KLINGLER K VEL 9/78 1 1 — POST INDICATOR VALVE Abe —KEY VALVE +e; —FIRE HYDRANT Y —FIRE DEPT CONNECTION VI —0 S & Y GATE VALVE N —SWING CHECK VALVE 0=4—NEW UNDERGROUND t:— EXIST UNDERGROUND 2 1 —ALARM CHECK VALVE ® —RISER W/ALARM VALVE ® —RISER W/DELUGE VALVE ® —RISER W/DRY VALVE ® —RISER W/ELEC. FLOW SWITCH —WATER MOTOR BELL n — ELECTRIC BELL ii — FLUSH FIRE DEPT CONN. 3 1 14_a_- 4,—,44.4.4.. -.- a 4 4 araa-s Vit ra - i -ate - 3 4.4 — -a SPRINKLER HEAD SYMBOLS 0 — UPRIGHT ON 1/2” OUTLET • — PENDENT ON 1/2" OUTLET ® —UPRIGHT ON 1" OUTLET ® — PENDENT ON 1" OUTLET • — DRY PENDENT ON 1/2" OUTLET e — FLUSH ON 1" OUTLET 4—SIDEWALL ON 1/2" OUTLET �► — SIDEWALL ON 1" OUTLET 4 1 ALARM i*)A7F I MG7G`& SPRINKLERS TYPE DEGREE TOTAL SPRINKLERS THIS DRAWING 5 -4400 f_.— 1 QTY MK' DATE ' BY CO -ORD REVISIONS — LOCATE BY GRID COORDINATES 6 1 l 7 FIELD INSPECTION BY F D. PHONE 5 /5 44104- CONTRACT WITH JAC1L A 13ENI1 E'( 1'34 Cei_ WATER DEPT ADDRESS ADDRESS 575()XT/t CITY 5E/47T/t , 101511_ Id/C PHONE (206 ) 76 Z- 4 / C ARCHITECT ADDRESS 8 1 CITY PHONE 9 1 10 CITY PHONE 1 PROJECT sly T UkWjlA FRF PR£ VRNTzUN 9 CO5co Pt/ctic # (206 1 $27- 9654 JAl F -CO /NC, ADDRESS / 7500 so gr7- icEN reie PA I'C t A Y CITY f uk• 1U/L A WASH - L J TITLE F/l?E SP,Z/Nk'1 E12 P/11 PEL CCA 7 XAJ PLAN ZONE SURVEYED /1-5-77 SCALE n' 1 FIRE PROTECTION CO. Ccia DIVISION OF ZURN INDUSTRIES INC,9/o -117 P' PLACE 'V E kale WA - DA DRAWING NO OF 12 1 13 1 9&033 14 1 t 1 Y ' 19, M 9 7 r I It 1 r^ r "A M 4 a4 ti 1 ^ � ra Rdrrr 4. ,/14,..44/i .t4,409a � j 7 �' b f 4 r h 1 0 r R r 1M 1 1 11 r rV r 4 t } q At P.A. Amor i1 9 A IA r 1 9 Ik d 1 >< 1a1 Y • 1 f M II "p r, a ; r 1 9 1 1 4 Ir r , t 11 and }14 11 1 4,71 d 1 r4 w 1 I `Y Y' '1 0411 1 4 "P 1 91 9 19 4 , I 1 Y J 9 If 194 1 4 11 I, aA r1 P Wr idr 4 rt 1 1 i Vi' 44499•99- — — If / 4 1 r 4 a, 4 1 ^ r I r 1 1 �1 t \if r 1 A) • -0.411.44,,44 I t • 04 114 Ji 4 r} r 0 994 4 vTM V 1, T / t‘ 1, I n a 9 ? 4.1444 it 01 ...4449.449.9,4444.444 bp..b.- -f+ fr Ni 1 ? 62. 9 ?1 1 1 r r to ! t h 1 y+ I wh rj 19 11 I f r 9 it 4 1 19 4 4 r 8 41 A + (, I I , J I Y 1 I , 1 , 1. I J 1f Y 114' 44 'cif X0.1 r1M co Or— t ,44,40 994•440049.9.9.1. I Io4,W1y,o1L4- 9 1 • 40 k 0 tri #' ��f• _ --74.1‘v.0"m-r,r,t; 9-9 1909. ro, 0 (41 • • • 14/6 00 LOOF • 4.4 97•747-779 4,99 799,94479947 IA PA I Pe 99 4 tP 944 It 4 r 94 9, 44 ,41 4 49 45 obl 9 44 it 4 -99 0.90 ri rl 944 °d4 44 !clitrjt r • .19 0.4 • t 1r, 1/ ( , rrr+ fr' 1✓0 0 4 09II 09 I —0 44414. 4.4"1,A.PPPPOPPIPPA .99 • 99 • 99 7 99 • 1 AN 06, 949 999. ro 4r)1 '4101I • rre.b..prrb PP, 4 41V, o ,K! ) kilo try 947 4' .44 94949 9.9 991 490 9 11 rr 9 t 49 90 15 4 10 01 0 hi 4 4,4 440 0999 Misr .04 • 04 • , 46) up. 44, «94494494 4094,944 999449P 999P ...obb09,9 9494, 4.444.9.4.90.9 ,4494014 444* • .4p44 4.4 4449944 bab, 40 9444 944,494999.4949.4.4.99,99, 449 99r 9494 940 4749.944 .799•7474 .94 • 19 1 2 C ri 97 94 9 774' -49999.4944—r— .07 444 4 I 444, 994444490 4.99444,9494.949.. 90•4444.04..... ,99 494 t 19f 14 9,94,41 199449.94.449 40499 AP99 91"1.9911.9 "99r 909.9,.49949y4 9,194 9991 ,99^9 91 0 N9,94999,44 " 11 1 919 19 • 1.0 rr 11 • 119 r 14 • 14 9I 91 9 9 91 • AscbeAafelmirlecececocetmtmhoi nrsgt vie) it,frnere eitigsoiaut: qi asr peet,ccm;:04 kcny4tatif Stt se:4 :47frawlso totshi at I tiprs ya c:Bvile,:eustfr;rateoeLuil)n7ft3o011.rtutpf:Crsoit,n0185:61teSitiri7fiit,eCtaxa,,,ttail,o,b:i7iivaft:iyti:eyfso, 1, APPROVD WASHINGTON SURVEYING & RATING BUREAU JUL 1 91972 SEATTLE WASH BY sheet(s) wIll result in improved rates Acceptance applies to—plans as hoinwitievriorayosiemarcchtaonrgreospeortyaddlittioisnspac,oasarneiczedommthetntdehdazoanid(shialacmh,eadx surimurittteidn aionsdsfostracioreixsitsrtuction and occupancy shown thereon finished Installation soblect to insoection for final orceptance, 7%. 4.0 4/ i ...'?7" • • 9 10419 rok Pt A 114 NV 00 ;919491A 90,9 004 111,4 911 • 1/4 199, lb 94 191 TUKWILA FIRE PREVENTION BUREAU • KING- • AUTOMATIC SPRINK1262 CO. PORTLAND SEATTLE. WASHINGTON , 3434 -1ST AVE SO MA 2 4656 JOB A:".".""L.• I I LiC. BOISE -14A OC•11 NO HEADS DRAWN BY 449.4.4 9.49444 ,0,9449904.404 4,49- DATE TUBE 9 SCALE DRAWING NO 44.11 reJt/ OF t 7s -0D c!) �vtr'..4 ' ) 7 Ilk 7 r �+ f f 7 1 11 # . QaP2 vitif IV) iir2 7 pr{ 1#7 �7) 1C) r1.h APPROVED BY WASHINGTON SURVEYING & RATING BUREAU SEATTLE WASH JUL 1 91972 A t grq t f th B f I ft p AkI d hh t( ) It I It g dd p d t t A apt d ppl tt p tt h d b ttd df ont t doc p y h th eon f hed t it t t bj t t n t f f al pt n d tan rel t l ely t I t i p f y th 1 th I t p t p ty It 6 I t /N /ZA G G S '`y2 N /e, G. CA!, All fs t f t f b t Ld d It PORTLAND JOB ''6.`y� DAWILA FIRE PREVENTION EAIREA AUTOMATIC SPRINKLER CO SEATTLE WASHINGTON ' BOISE 3434 IST AVE SO MA 2-4658 LOCATION "--r .., 1 1Vt NO HEADS DRAWN BY f;14L iIset SCALE DRAWING NO 4 1$ f � i 5.... w. ..•46 i w 4,414.......4.4 -4 a.. rlorr Y V.Ir r J� tl f 710 "T" R ^" Tnt'".7nrf 14r, t .40 nir firW nye TO, 71)nT A -el T.7}r 1 h 1 w.W.l.�..rw.r.....T , c .1 Tel * ,; VT.; ,.....,. _.w....�.. "w M . w. - � ti \. f j �-- se 4 ‘ i) fti, APPROVED/ WASHINGTON SURVEYING & RATING BUREAU w w—.-.-. _# a -«SEA TLE WASH �, J U 19 81972 t f th B f 1 fate p kl h g dd t ec d d 0 th tt It i p b ed t t A pt ppl t pl t t a d p y h th son F tt tl sq I of f I ptn S I 1I / Orap f PORTLAND SEATTLE WASH I NOTON 3434 IST AVE SO MA 2.4656 NO HEAPS DRAWN BY 1 DATE I TUBE I...)'14 BOISE SCALE u",t —...4th +� f ri :1 0 Li Lt E m-1-724 r� tl APPROVED BY WASNINGTSEATTELEGW WASH BUREAU JUI, 2 81972 At g q t f th 13 f I f dt d h yt h g ddt a I he t( ) II It p d t A pt ppl tt d d f t t d p y h th t II 1 bi f t of f I9 pt c I$ nd cc ptencea nil t CIH Te y t 1 t t ppcov 1 t pon f rt f Wy th d od th p t y tpo p b I b I ty f pe I g t p p ty It ecg d th t l d h h y II t All fleet f b tly I r� P rty ly t Oh y PORTLAND NO HEADS AUTOMATIC SPRINKLER CO SEATTLE WASHINGTON 3434 1ST AVE SO MA 2 4656 DRAWN BY DRAWING 0 { tl 41 AI f T r{. h M d 44 4 N Trimr°T ^...rr 4 1. 1 t 4 "TT nv ,r." tv'n i von I � I 4 1 44.4.4 t 01.90,441 yr' W -v,-1 M+ h 1 4 444 r ti -y 1.1r rn rtw 'if4 4 rf d P r 414 d, f II ),N 4 4 4 X1'3 h f� y J p 1 4 r f k4 F W �h N F 4db � 4 4 4 X}{o puIL,1�1� kt$' r r -b 4 f 'rad I4 Ir 4 '`DTA od-3rt pr r) 322 4 �- \f w ,.) prti ci T4 -r aim r0 r a l Ir +r M r r! 1 p P. '10,1 r APPROVE:7) BY WAMINb1ON SURVEYING & RATING BUREAU SEATTLE WASH AUG 141972 As meeting requirements of this Bureau for classification as spnnklered 4 however system changes or additions as recommended on the attached aheet(s) will result in improved rates Acceptance applies to plans es submitted and for construction and accupency shown thereon Finished Installation subject to inspection tot final acceptance Al rI s i prova s snd acceptances relate exclusively to relatlVS et ec rI pryer—MP It ons upon fi e in urenre rates They are not to r 1 ,{1p r �g ra lily Nay t,5on the qu stIon of whether due care is L &4 c,1ss*i v4I h rospe..t tor dlttiet ahazatyds for personal injury or darnsz tp'�roperty it Is 'ecogm 4 ! result in ILSs sit j exi t Ace -47-'4i r—na 4" ar a et - 4 1,2 urd-ze-m / 4% lr .4 .v C d1 I i 4 ..4444. 4 .tµ_^�" . A 4. ,, 4 ". I.. i -.T ..,.. 1, Ar WALL Tv rr,.1 I1 1 d r 4 t l j I 4 4, d dl r/ I } ( b 1 44 4 1 f f r i ° 1 } r 4 r f� r1 u 3 , 4 V 4 14 Ylrh�� ' 4l I t y 4 1 r l 4 I 4 M1 w L(4 v.& hi.,wdli 41, � 4 4.41r M 1 �h d! hs^ Jr±+dN M. 9_...t Y i Ida LOCATION—TD KA NO HEADS DRAWN BY DATE 4 I 1 ry 1 1w. i 411 a4,. ww 44 4w. A-, d 44 r 4 r u ltd 44 It 44 ` j, r i IIF` �I rat 41Pr 4 41 4 �1 1 4• ,tn Y 4 1 Y ,ww 401.011 1./nen L t 14, I 1 • tl` 4 4' pp1 14 4 " r11 4i + .1 v 4 6r 1 Iv w 4 44 1+' I h 1 �t r r { -M M 4 } 11, • } rl r 1 PH t GV 144 kds • po,yr (2) .4 F14 IGV • WAREHOUSE 4 RETAIL SHOWROOM • • 411111. { 1 • tsitit 90' Arc 4,' fr ti)ETEP -"Tr 4111 L TAN. 44. 11 4. 14.1 cZz .01.1,1044 500-"C H GV // 1 ICY PIV \\\ Ira 411t.1 .444 FEELPROTECTIONI UKIDER,C.P.'6UkID PLAK1 1,1g au -by Ole 14A .4 .044 0 * en ler • • 4 a KEY ±e- <11 4,1 Ca” KIRS ,E• IVIDWIlsri BOX PDST VALVE_ " to" MIN ABOVE Flk161-1ED RAW' PLEEV • Inn 14 41, I'404 1 4— ICY tell qtY. BUM PRE LINE ENTRY DETA4L, C.TIOM .SYSTEM 473 61 (di DUBBER PACED, 10" IOSa t7n rE VALVE !IL, PM, , (ir' ;14 .1t11$,IT tarPt.Parre ' aNCRETE MEI E. le EIN-J 44, 44,1 t'17.1 POLL al APPROVED • Jui 71972 BY WASHINGTON SURVEYING & RATING BUREAU SEATTLE WASH As meeting requirements of this Bureau for classification as sprinklered, however system changes or additions as recommended on the attached sheers) will result in improved rates Acceptance applies to plans as submitted and for construction and occupancy shown thereon Finished installation subiect to inspeCtiOn tor furl acrqtanre AU comments approvals and acceptances rotate exclusively effect of various conditions upon ai be constnled as boring in any we: care Ites berm exercised with r. is mad twit haws which mo irnetsuurYlt in loss still exist or darnage to propertY Itt re rnsurence rates They are not to u on the question ot v•hether due 13 to possible liability tor to relative personal 7s-00 APPR VED 5-- 72 _Ati TUKWILA FIRE PREVENTION BUREAct F P I • ' 1 , 4, i4741 1 )3 t ( tt 1/1 1 t' .t'' 1d �y f f° i a >? art i t �"� r 1, �� I �1. � ht �7 i! 0i4 ' 0 f d r t 4 k' 3 k t +�jit 4 i 1 �r P kir ) i L 4 7 7.1 4 P,151, f her�ti , i0 F� z{ � BMW 1 d d Iv F Y Mkt J '',1 r r r iia t d i r 7 � ip 3 f, Ota r k ,iI, "b a 1 7 Mkt h3 4j '31, It i !� l '�14,4 of x 433 471 b d dfiV. 4 P r t)4 t 4"11,1 7 1`4' y tat } 3 ` ka f�i tpf t fit4" yt t �t tr lJ hsf� 4�t a� 33, 4 ,01 74 ,33 r 1 I. 4 t 04. J A '7 s 7. Pi 4 ¢ 4 4 433 r *34 c E y !V .33 1k 6 74 4, 1 I 7 7. 7. (7. 17 74 Y 4, 7 1 t 7. 44 v '4 14 !1 r n 7. r r 1- 7. 33.34 a { I 4 17. 7P 1 a { 333 , 7.t I 44 4 ...,.1",,. ,. a k� t .4 I is i'7. H immonnolows 17 7s ID } K� 1774', d V t d • VG 414.1"1"14.4,N4 —,—,_4. 4n.400. ....*rnnirninOnnn,nn 1 } } -41 Wit 4 9 74 h !y } ( —uae.a- 144 to kt 3\I Lve * Gwit, R1)EA 7NE I RETA avrte Azc.v N h.o34 �,•- -�c + V A a } ti ire r 7. "SSEC�tT =14.XL- r ZC.xo _ 1 Ft$c„, , } I 1 - 671' "tadtmet, FthAvb CiActA APPROVED WASHINGTON SURVEYING & RATING BUREAU SEATTLE WASH MAR 8111.73 otnlor CA t-creL ,33 tlotrrtk 44 34 1c441 )34 33. 13( HANGER LEGEND STANDARD SYMBOLS STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS #1 EXPANSION SHELL,t ROD & RING #3 —POWDER STUD ROD & RING #8 CEILING FLANGE ROD & 4 RING yin plETERMH-POST CLEARPOUNT 3000H 4: POST „INDICATOR VALVE Ze KEY VALVE +44 4FIRE HYDRANT y 4FIRE DEPT CONNECTION N .1 SWING CHECK VALVE 0=4.1-LNEW UNDERGROUND Alt4 EXIST UNDERGROUND 1>1 ALARM CHECK VALVE ig RISER W/DELUGe VALVE ,; • ,RISER W/DRY VALVE lc A —RISER W/ELEC FLOW SWITCH WATER MOTOR BELL I ELECTRIC BELL Loa FLUSH 'FIRE DEPT CONN Lei, 6 1,3 .— UPRIGHT ON 1/2 OUTLET 19 —PENDENT ON 1/2" OUTLET ...,f5ENDENT ON 1" OUTLET 0 .DRY PENDENT ON 1/2 OUTLET 411:53. SIDEWALL ON 1/2' OUTLET ALARM 40 1 33 3. CO -ORD REVISIONS LOCATE BY GRID COORDINATES 4, FIELD INSPECTION BY SPRINKLERS TYPE TOTAL SPRINKLERS THIS DRAWING hqg CON RACT WITH ADORES CITY PHONE ' AcRiTyCH:TECT ADDRESS ADDRESS .nninnne..1 401.014n nonan *oh* DRAWN. SURVEYED 43 10 PHON PHONE 13 1 C4 FIRE PROTECTION 7INC ENGINEERS CONTRACTORS 15 Avr 13 OSNIUMININO tf A 333 3334