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HomeMy WebLinkAboutPP - 2600 SOUTHCENTER MALL FC-13 - SUSHI ITTO SEATTLE LLC - PERMITS AND PLANS2600 SOUTHCENTER MALL FC -13 FOOD COURT ASSOCIATED PERMITS 08-F-322 08-S-264 08-S-262 08-H-277 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sushi Ito 2600 Southcenter Mall FC -13 Permit No.: 08-S-264 Date: June 4, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protectiion to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. FILE COPY FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Sushi Ito 2600 Southcenter Mall FC -13 Permit No.: 08-H-277 Date: June 5, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Nozzle heights above appliances to be per manufacturers installation guidelines. • Install splash guards between fryers and ranges/charbroilers. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. tgco / Fire & Security R-102 RESTAURANT SYSTEM NOZZLE COVERAGE SUMMARY SHEET ANSUL4 . Appliance Nozzle Type Flow •Points Width (In) Max. Side Length . (In) Max. Side Multiple Nozzle wo/Drip Board Area Sq. In. Muftiple Nozzle w/Drip Board Area Sq. In. Min. Nozzle Ht. (In) Max. Nozzle Ht. (in) Fryers without drip boards Split or No Split Vat 230 2 14 15 — — 27 • 47 245 2 14 15 — . — 20 27 Fryers without drip boards Non -Split Vat (O,NLY) • 290 2 19.5 19 — —13 4 • • 16 , 3N 3 19.5 19 — — 21 34 3N 3 18 18 — — 25 35 Fryers with drip boards Split or No Split Vat' 230 2 14 21 210 294 27 47 245 2 14 21 210 294 • 20 27 Fryers with drip boards' Non -Split Vat (ONLY) 290 2 19.5 25 3/8 370.5 495 13 •- 16 3N 3 19.5 25 3/8 370.5 495 21 34 3N • 3 18 , 27 3/4 ' 324. 497 25 35 Tilt Skillet/Braising Pan' Coverage Exception limitation are based on fryer sizes including the drip boards. Tilt Skillets and Braising may exceed the maximum of 6 sq. ft. • Range Without back shelf With back sheff Without back shelf WI)h back shelf 1N 1 12 32 — — 30 40 1F 1 12 28 — — 30 50 1F - 1 12 28 — — 40 48 245 2 , 24 28 — — 40 • 50 260 2 24 32 -- — 30 40 260 . 2 12 32 — — 30 40 2 x 290 4 36 28 — — 15 20 Griddle . . • 1N/1NSS 1 36 30 — — 35 40 290 2 30 24 — — 30 50 260 2 48 30 — — 30 50 290 2 48 30 — . — 20 .30 • . 2120 2 48 30 — — 10 20 Chain Broiler' (Overhead Protection) 2 x 1W 2 34 30 —— 10 26 Chain Broiler (Horizontal Protection) 2 x 1N 2• 31 43 — • — Front edge; above the chain 1 In. - 3 in. - Char Broiler Gas -Radiant Electric 1N/1NSS 1 • 24 36 — — 15 %. 40 1N/1NSS 1 ' 20 34 — — 20 50 Lava -Rock 1N/1NSS 1 13 24 — — 18' 35 Natural Charcoal' 1N/1NSS 1 12 24 — — 18 40 Lava -Rock or Natural Charcoal' 3N 3 24 30 — — 14 40 Wood Fueled' 3N 3 24 30 — — 14 40 Upright Broiler 2 x 1/2N 1 30 32.5 Front edge; above the grate Salamander Broiler 2 x 1/2N 1 30 32.5 — 1N 1 16 29 — — — 1 — 1 N nozzle location to be on the vertical edge 6 to 12 in. in front and 0 to 121n. above the top of broiler Internal Chamber 1N 1 16 29 — — 6-12 in. above either end Wok 3.75 to 8 Inches deep 260 2 14 in. to 30 in. diameter — — ' 35 45 3 to 6 inches deep • 1N/1NSS 1 11 in. to 24 in. diameter — — 30 40 + ,' For multiple nozzle protection of single fryers, see detailed nformation on pages 4-10 to 4.11 of manual. 2 See Figure 1 for nozzle location. Minimum chain broiler exhaust opening –12 In. x 12 In. (31 cm x 31 cm); and not Tess than 60% of Internal broiler size. ' 4 in. (102 mm) maximum fuel depth. 6 hi. (15 cm) maximum fuel depth. i. 2008 IIrlke:a Fire , `'1t qco/Fire& Security R-102•RESTAURANT SYSTEM NOZZLE COVERAGE. SUMMARY SHEET it ANSUL. Plenum Nozzle Type Flow Points Width (In) Max. Side Length (In) Max. Side Nozzle Placement (See Manual for More Detail) Min. Height (In) Max. Height (In) lettEretot ori ir'"ee$i _... ' ,,. :1N . ._ 1 .. ..:44::.' 111120 _01i). - 6:In. from.end of pjenum 2 - 2W Perpendicular Protection Single Bank 1w/11p0 1 48 48 See Manual for more detail 1 :.. •' _ 20 Horizontal Protection V Bank 2 x 1N 2 48 120 0 in. - 6 in. from end of plenum 2 4 , Horizontal Protection V Bank 1W/1100 1 48 72 0 `in. - 6 in. from end of plenum 1/3 the height of Mer Perpendicular Protection V Bank 1W/11o0 1 48 48 See Manual for more detail 1 20 • Duct Nozzle Type Flow Points Perimeter (In) Diameter (In) Nozzle Placement (See Manual . • for More Detail) Duct Length (In) Single Nozzle 1 flow nozzle 1100 1 50 16 See Manual for more detail Unlimited Single Nozile 2.f1evvaiozzle 2W 2100 31.718 See Manuai-for more detail Unlimited Multiple Nozzle 2W +1100 3 135 48 See Manual for more detail --A-4 iii Unllmited Multiple 2W Nozzle 2W — >135 >135 See Manual for more detail Unlimited R-102 OVERLAPPING PROTECTION The 245•nozzie, Part No. 419340, is the only approved nozzle for overlapping (zone) protection. Appllance Type Maximum .Cooking Hazard Fryer 34 in. (864 mm) Deep x 5.8 sq. ft. (.54 sq. m) Griddle • • 30 in. (762 mm) Deep x Unlimited Length Range 28 in. (711 mm) Deep x Unlimited Length Wok, Maximum 30 in. (762 mm) Diameter x 8 in. (203 mm) Deep Wok, Minimum 11 in. (279 mm) Diameter x 3 in. (76 mm) Deep Braising Panfilit Sidllet34 in. (864 mm) Deep x Unlimited Length Lava Rock Char -Broiler 32 in. (813 mm) Deep x Unlimited Length Charcoal Broiler 32 in. (813 mm) Deep x Unlimited Length (4 In. (102 mm) Maximum Fuel Depth) Mesquite Wood Broiler 32 in. (813 mm) Deep x Unlimited Length (12 in. (305 mm) Maximum Fuel Depth) Gas Radiant Char -Broiler 36 In. (914 mm) Deep x Unlimited Length Electric Char -Broiler 34 in. (864 mm) Deep x Unlimited Length '' See Figure 1 for nozzle location. COVER MUST NOT INTERFERE WITH EDGE OF DISCHARGE PATTERN ZONE CENTER UNE TYCO SAFETY PRODUCTS, ONE STANTON STFEE . MARInETTE. WI 541432542 715-735.7411 Form No. F-2005010 02005 Ansul Incorporated Utho h US.A ,' SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-34 7-1-98 REV.4 NNK AND CARTRIDGE REQUIREMENTS Ono,* the hazard analysis Is completed and the total nozzle flow numbers are established, the quantity and 'size of agent tanks and cartridges needed to supply the nozzles with the proper volumes of agent et the proper flow rates can bo determined. For cartridges used in the regulated release mechanism, flow capadtles, tank quantities and sizes, and regulated release cartridge options are given iii the table below. Total Quantity and Regulated Release Flow Size of Cartridge Options )lumbers• Tank(s1 Nitrogen Carbon Dioxide 1 — 5 (1) 1.6 Gallon LT 20-R (7032) 101-10 (15850) 8 — 11 (1) 3.0 Gallon LT 30-R (5373) 101-20 (17492) 11 — 18 (1) 1.5 Gallon Double (73022) 101-30 (15851) (1) 3.0 Gallon 16 — 22 (2) 3.0 gallon Double (73022)101.30 (15851) When one or more regulated aotuators are used, the following tank and cartridge combinations apply for each regulated actuator. Regulated Actuator Regulated Actuator Tank(s) Cartridge (1) 1.6 Gallon (1) 3.0 Galion (1) 1.5 Gallon and (1) 3.0 Gallon . (2) 3.0 Gallon LT 20-R or 101-10 LT 30-R or 101-20 LT -A-101-30 or 101130** LT -A-101-30 or 101-30" exoeptIons 10maximum lbw number*. a. D1•14buUon PIpinQ R•VWnm.nb loi 1.5 psi. 1 end 3.0 sailor systems In Otis $salon. • For higher total now numbers (23 to 110), multiple cartridges and regulated actuators are required as shown in the System Selection Guide in Section IX —Appendix. ACTUATION GAS LINE WITH AN LT -20.R, LT 30•R.101.10 OR 101.20 CARTRIDGE MAXIMUM LENGTH OF 20 PT. (0 m), MAXIMUM NO. OF FITTINGS e •ANSULAUTOMAN• REGULATED RELEASE ASSEMBLY • ACTUATOR ASSEMBL • ACTUATION AND EXPELLANT GAS UNE REQUIREMENTS This section contains the guidelines for Installing the actuation and expellant gas lines between the regulated release mechanism reg- ulator, each regulated aotilator regulator, and each agent tank. Theis limitations should bd considered when selecting' the com- ponent mounting looation5. i. Actuation Gas Line — 6 to 8e Tanks Maximum • 8 Tank maximum reflects the utlltzatlon of 3 tank regulated actuator*. • 1. Use only 1/4 in. Schedule 40 black iron, hot -dipped galva- nized, chrome -plated, or stainless steel pipe and fittings. 2. The actuation gas line piping Is installed from the regulated release mechanism to each regulated actuator connected within the system. The total length of the actuation gas line from the regulated release assembly to the regulated actuator as (les) must riot exceed 20 ft. (6 m) when using an LT 20-R art No. 7032), an LT 30-R nitrogen cartridge (Part No. 6373), or a 101-10 (Part No. 15850) ora 101-20 (Part No. ► 17492) carbon dioxide cartridge. See Figure 73. REGULATED ACTUATOR ASSEMBLY EXPELLANT GAS LINES NOT INCLUDED IN ACTUATION GAS LINE LENGTH TOTALS REGULATED ACTUASSEMBLY TOR FIGURE 73 0007/6 1N5 Ch a —Go 20 • • r r t 1 ACCEPTED 0 Without Commits [] As Noted In Red f5.' Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance isaubiect to errors and omissions which do not authorize violations of adopted stanaaras and ofainances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: -5-- O 8 By:. I UP YMCA FIRE DEPART Please call: 575-440.7 and give this job No.(78 " (�i - a 27 4. and exact address for shun down or restoration appy: ..••••.. •••••••. .4••••,. COSCO Fire Protection To: City of Tukwila Fire 444 Andover Park East Tukwila, WA 98188 Ph/Fx: 206 575-4404/206 575-4439 Attn: Plan Review Descri . tion Submittal Drawings Hydraulic Calculations Remarks: 15000 Woodinville -Redmond Rd. �a n S m � ��a I 02 Suite B-800 � Woodinville, Washington 98072 (425)686-6300 fax: 425-827-4784 Registration Nos. COSCOFP110NM/WA A21268/ALASKA - 67508/OREGON Revision 1 1 Job Name: Address: Date: 07-15-08 SUSHI ITTO 633 Southcenter Pkwy., Ste 2600 FC -13 Tukwila, WA. 98188 Cosco Job Number: 25KS7954 Co les Descri tion 3 3 Revision Co e ies Fire Sprinkler RESUBMITTAL drawings for the Tenant Improvement at Tukwila Southcenter Mall space 2600/FC-13. Food Court Tenant Sushi Itto - Total of 19 Heads. These Drawings Are: 1. n 2. ❑ 3. 4. n 5. 6. Not Approved Approved by The Architect Approved with Revisions Approved by Factory Mutual Approved by WSRB Resubmitted with changes Copies To: file documentl These Drawings Are For: 1. ❑ As per your request 2. ❑ Preliminary Approval 3. ® Your Approval and/or comments 4. ® Fire Dept. Approval and/or comments 5. Architect Approval and/or comments 6. ® Resubmittal Thank you, .)7-------/ - Th esa N. Rhodes, Fire Sprinkler Layout Technician DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 JOB TITLE: SUSHI ITTO WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SRC 140.0 20.0 10900.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14 S15 S16 S17 S18 S19 1 2 3 4 5 6 7 8 9 10 11 12 13 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 12.0 12.0 12.0 10.0 14.0 10.0 14.0 10.0 14.0 11.2 10.4 10.0 14.0 10.4 10.4 14.0 10.4 14.0 10.4 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= AVAIL. PRESS. (PSI) 138.8 TOTAL @ DEMAND (GPM) 900.0 900.0 GPM 250.0 GPM 43.2 GPM 606.8 GPM PRESSURE (PSI) 5.60 45.2 5.60 46.3 5.60 46.4 5.60 32.8 5.60 37.7 5.60 30.0 5.60 34.5 5.60 33.0 5.60 38.0 5.60 39.8 5.60 26.0 5.60 21.6 5.60 24.4 5.60 25.2 5.60 23.0 5.60 26.3 5.60 27.3 5.60 31.5 5.60 37.2 - - 58.0 58.5 60.3 40.7 44.6 37•.3 45.6 - 41.0 48.7 51.0 32.4 - 26.6 32.5 REQ'D PRESS. (PSI) 100.1 DISCHARGE (GPM) 37.7 38.1 38.1 32.0 34.4 30.7 32.9 32.2 34.5 35.3 28.5 26.0 27.7 28.1 26.9 28.7 29.3 31.4 34.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 14 12.5 33.2 15 12.5 28.6 16 12.5 34.3 17 12.5 34.1 18 12.5 39.5 19 12.5 47.8 M1 12.5 65.2 M2 12.5 - 63.8 M3 12.5 63.7 TEE 12.5 65.3 EL 18.3 - - - - 64.2 TIE 18.3 HOSE STREAM 74.9 43.2 6851 18.3 78.4 - - - 5058 -16.1 97.0 5096 -16.1 97.2 7561 -14.1 - - - - 96.5 SRC -22.0 SOURCE 100.1 650.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -37.7 1.049 PL 27.00 PF 13.0 S1 12.0 5.6 45.2 37.7 14.0 120 FTG 2E PE -0.2 1 12.5 0.0 58.0 0.0 0.419 TL 31.00 PV Pipe: 2 -38.1 1.049 PL 24.00 PF 12.4 S2 12.0 5.6 46.3 38.1 14.1 120 FTG T PE -0.2 2 12.5 0.0 58.5 0.0 0.429 TL 29.00 PV Pipe: 3 -38.1 1.049 PL 26.00 PF 14.2 S3 12.0 5.6 46.4 38.1 14.2 120 FTG ET PE -0.2 3 12.5 0.0 60.3 0.0 0.430 TL 33.00 PV Pipe: 4 -37.7 1.610 PL 10.25 PF 0.5 1 12.5 0.0 58.0 0.0 5.9 120 FTG ---- PE 0.0 2 12.5 0.0 58.5 0.0 0.052 TL 10.25 PV Pipe: 5 -75.8 1.610 PL 9.58 PF 1.8 2 12.5 0.0 58.5 0.0 11.9 120 FTG ---- PE 0.0 3 12.5 0.0 60.3 0.0 0.190 TL 9.58 PV Pipe: 6 -113.9 1.610 PL 3.92 PF 4.8 3 12.5 0.0 60.3 0.0 18.0 120 FTG T PE 0.0 M1 12.5 0.0 65.2 0.0 0.404 TL 11.92 PV Pipe: 7 -32.0 1.049 PL 24.00 PF 9.0 S4 10.0 5.6 32.8 32.0 11.9 120 FTG T PE -1.1 4 12.5 0.0 40.7 0.0 0.311 TL 29.00 PV Pipe: 8 -34.4 1.049 PL 1.50 PF 2.3 S5 14.0 5.6 37.7 34.4 12.8 120 FTG T PE 0.6 4 12.5 0.0 40.7 0.0 0.355 TL 6.50 PV Pipe: 9 -66.4 1.049 PL 1.29 PF 3.9 4 12.5 0.0 40.7 0.0 24.7 120 FTG E PE 0.0 5 12.5 0.0 44.6 .0.0 1:200 TL 3.29 PV Pipe: 10 -30.7 1.049 PL 24.00 PF 8.3 S6 10.0 5.6 30.0 30.7 11.4 120 FTG T PE -1.1 6 12.5 0.0 37.3 0.0 0.287 TL 29.00 PV Pipe: 11 -32.9 1.049 PL 1.50 PF 2.1 S7 14.0 5.6 34.5 32.9 12.2 120 FTG T PE 0.6 6 12.5 0.0 37.3 0.0 0.327 TL 6.50 PV Pipe: 12 -63.6 1.049 PL 2.50 PF 8.3 6 12.5 0.0 37.3 0.0 23.6 120 FTG T PE 0.0 7 12.5 0.0 45.6 0.0 1.106 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -32.2 1.049 PL 24.00 PF 9.1 S8 10.0 5.6 33.0 32.2 11.9 120 FTG T PE -1.1 8 12.5 0.0 41.0 0.0 0.313 TL 29.00 PV Pipe: 14 -34.5 1.049 PL 1.50 PF 2.3 S9 14.0 5.6 38.0 34.5 12.8 120 FTG T PE 0.6 8 12.5 0.0 41.0 0.0 0.357 TL 6.50 PV Pipe: 15 -66.7 1.049 PL 1.38 PF 7.7 8 12.5 0.0 41.0 0.0 24.8 120 FTG T PE 0.0 9 12.5 0.0 48.7 0.0 1.208 TL 6_38 PV Pipe: 16 -35.3 1.049 PL 24.58 PF 11.8 S10 11.2 5.6 39.8 35.3 13.1 120 FTG ET PE -0.6 10 12.5 0.0 51.0 0.0 0.373 TL 31.58 PV Pipe: 17 -66.4 1.610 PL 6.38 PF 1.0 5 12.5 0.0 44.6 0.0 10.5 120 FTG ---- PE 0.0 7 12.5 0.0 45.6 0.0 0.149 TL 6.38 PV Pipe: 18 -130.0 1.610 PL 6.04 PF 3.1 7 12.5 0.0 45.6 0.0 20.5 120 FTG ---- PE 0.0 9 12.5 0.0 48.7 0.0 0.516 TL 6.04 PV Pipe: 19 -196.7 1.610 PL 2.04 PF 2.3 9 12.5 0.0 48.7 0.0 31.0 120 FTG ---- PE 0.0 10 12.5 0.0 51.0 0.0 1.109 TL 2.04 PV Pipe: 20 -232.1 1.610 PL 0.54 PF 12.9 10 12.5 0.0 51.0 0.0 36.6 120 FTG T PE 0.0 M2 12.5 0.0 63.8 0.0 1.506 TL 8 5 PV Pipe: 21 -28.5 1.049 PL 25.12 PF 7.3 S11 10.4 5.6 26.0 28.5 10.6 120 FTG 2E PE -0.9 11 12.5 0.0 32.4 0.0 0.251 TL 29.12 PV Pipe: 22 -26.0 1.049 PL 24.00 PF 6.1 S12 10.0 5.6 21.6 26.0 9.7 120 FTG T PE -1.1 12 12.5 0.0 26.6 0.0 0.211 TL 29.00 PV Pipe: 23 -27.7 1.049 PL 1.50 PF 1.5 S13 . 14.0 5.6 24.4 27.7 10.3 120 FTG T PE 0.6 12 12.5 0.0 26.6 0.0 0.237 TL 6.50 PV Pipe: 24 -53.7 1.049 PL 2.25 PF 5.9 12 12.5 0.0 26.6 0.0 19.9 120 FTG T PE 0.0 13 12.5 0.0 32.5 0.0 0.808 TL 7_25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -28.1 1.049 PL 29.42 PF 8.9 S14 10.4 5.6 25.2 28.1 10.4 120 FTG ET PE -0.9 14 12.5 0.0 33.2 0.0 0.244 TL 36.42 PV Pipe: 26 -26.9 1.049 PL 24.00 PF 6.5 S15 10.4 5.6 23.0 26.9 10.0 120 FTG T PE -0.9 15 12.5 0.0 28.6 0.0 0.225 TL 29.00 PV Pipe: 27 -28.7 1.049 PL 1.50 PF 1.7 S16 14.0 5.6 26.3 28.7 10.7 120 FTG T PE 0.6 15 12.5 0.0 28.6 0.0 0.254 TL 6.50 PV Pipe: 28 -55.6 1.049 PL 1.58 PF 5.7 15 12.5 0.0 28.6 0.0 20.6 120 FTG T PE 0.0 16 12.5 0.0 34.3 0.0 0.863 TL 6.58 PV Pipe: 29 -29.3 1.049 PL 24.00 PF 7.6 S17 10.4 5.6 27.3 29.3 10.9 120 FTG T PE -0.9 17 12.5 0.0 34.1 0.0 0.263 TL 29.00 PV Pipe: 30 -31.4 1.049 PL 1.50 PF 1.9 S18 14.0 5.6 31.5 31.4 11.7 120 FTG T PE 0.6 17 12.5 0.0 34.1 0.0 0.300 TL 6.50 PV Pipe: 31 -60.7 1.049 PL 0.33 PF 5.4 17 12.5 0.0 34.1 0.0 22.5 120 FTG T PE 0.0 18 12.5 0.0 39.5 0.0 1.015 TL 5.33 PV Pipe: 32 -34.2 1.049 PL 25.62 PF 11.4 S19 10.4 5.6 37.2 34.2 12.7 120 FTG ET PE -0.9 19 12.5 0.0 47.8 0.0 0.351 TL 32.62 PV Pipe: 33 -28.5 1.610 PL 3.54 PF 0.1 11 12.5 0.0 32.4 0.0 4.5 120 FTG ---- PE 0.0 13 12.5 0.0 32.5 0.0 0.031 TL 3.54 PV Pipe: 34 -82.2 1.610 PL 3.33 PF 0.7 13 12.5 0.0 32.5 0.0 13.0 120 FTG ---- PE 0.0 14 12.5 0.0 33.2 0.0 0.221 TL 3.33 PV Pipe: 35 -110.3 1.610 PL 2.92 PF 1.1 14 12.5 0.0 33.2 0.0 17.4 120 FTG ---- PE 0.0 16 12.5 0.0 34.3 0.0 0.380 TL 2.92 PV Pipe: 36 -165.9 1.610 PL 6.38 PF 5.2 16 12.5 0.0 34.3 0.0 26.1 120 FTG ---- PE 0.0 18 12.5 0.0 39.5 0.0 0.810 TL 6.38 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -226.6 1.610 PL 5.75 PF 8.3 18 12.5 0.0 39.5 0.0 35.7 120 FTG ---- PE 0.0 19 12.5 0.0 47.8 0.0 1.441 TL 5.75 PV Pipe: 38 -260.8 1.610 PL 0.54 PF 16.0 19 12.5 0.0 47.8 0.0 41.1 120 FTG T PE 0.0 M3 12.5 0.0 63.7 0.0 1.869 TL 8.54 PV Pipe: 39 -113.9 4.260 PL 4.83 PF 0.1 M1 12.5 0.0 65.2 0.0 2.6 120 FTG T PE 0.0 TEE 12.5 0.0 65.3 0.0 0.004 TL 31.13 PV Pipe: 40 -260.8 4.260 PL 6.79 PF 0.1 M3 12.5 0.0 63.7 0.0 5.9 120 FTG ---- PE 0.0 M2 12.5 0.0 63.8 0.0 0.016 TL 6.79 PV Pipe: 41 -492.9 4.260 PL 0.79 PF 1.4 M2 12.5 0.0 63.8 0.0 11.1 120 FTG T PE 0.0 TEE 12.5 0.0 65.3 0.0 0.053 TL 27.09 PV Pipe: 42 -606.8 4.260 PL 5.83 PF 1.5 TEE 12.5 0.0 65.3 0.0 13.7 120 FTG E PE -2.5 EL 18.3 0.0 64.2 0.0 0.078 TL 19.03 PV Pipe: 43 -606.8 4.260 PL 57.50 PF 10.7 EL 18.3 0.0 64.2 0.0 13.7 120 FTG 4ET PE 0.0 TIE 18.3 H.S. 74.9 43.2 0.078 TL 136.60 PV Pipe: 44 -650.0 4.260 PL 27.00 PF 3.6 TIE 18.3 H.S. 74.9 43.2 14.6 120 FTG E PE 0.0 6851 18.3 0.0 78.4 0.0 0.089 TL 40.20 PV Pipe: 45 -650.0 6.357 PL 133.83 PF 3.7 6851 18.3 0.0 78.4 0.0 6.6 120 FTG 157.2 PE 14.9 5058 -16.1 0.0 97.0 0.0 0.013 TL 291.03 PV Pipe: 46 -650.0 8.329 PL 16.46 PF 0.2 5058 -16.1 0.0 97.0 0.0 3.8 120 FTG 32.0 PE 0.0 5096 -16.1 0.0 97.2 0.0 0.003 TL 48.46 PV Pipe: 47 -650.0 10.420 PL 28.21 PF 0.1 5096 -16.1 0.0 97.2 0.0 2.4 120 FTG 83.0 PE -0.8 7561 -14.1 0.0 96.5 0.0 0.001 TL 111.21 PV Pipe: 48 -650.0 10.400 PL 110.17 PF 0.2 7561 -14.1 0.0 96.5 0.0 2.5 140 FTG 111.5 PE 3.4 SRC -22.0 SRCE 100.1 (N/A) 0.001 TL 221.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 4903012830 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.111 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 41.1 ft/sec at pipe 38. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.329 22.16 43.09 16.00 55.40 14.77 4.92 38.16 38.16 43.09 10.400 26.37 59.94 19.18 65.93 22.78 5.99 44.35 44.35 59.94 10.420 26.62 60.50 19.36 66.55 22.99 6.05 44.77 44.77 60.50 PAGE: A MATERIAL: SCH.40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 1.049 2.00 5.00 2.00 5.00 0.00 0.00 0.00 0.00 1.00 0.50 0.30 .1.00 6.00 5.00 9.00 0.00 1.610 4.00 8.00 2.00 9.00 0.00 0.00 0.00 0.00 2.00 1.00 0.50 1.00 8.00 6.00 12.00 0.00 PAGE: B MATERIAL: SCH.10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 4.260 13.20 26.30 7.90 29.00 15.80 2.60 36.90 39.50 6.60 3.30 1.60 1.30 18.40 11.90 31.60 ' 0.00 DATE: 7/15/2008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 C:\HASS79\SUSHIITTO.SOF JOB TITLE: SUSHI ITTO U) H O 0 0 rn 0� H ow a o O 0 Static• 140.00 E E w w 00 0 ow 000 •mo o.- a 01 o a w @ H E q •-1 a-,4 a� a$4 ro ko 0 m H m -.i o 0 >r �I • cn U) CO > w 4 ai ri N rI N 0 0 0 0 0 O 0 O 0 0 0 O O O 1D v N �0..I CO W VH H 0 4 b. -low W g W m w o r: W a M -rl O 0 O 0 N . 0 0 0 op o 0 O b N 0 O 0 0 U) O 0 0 0 M M FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO WATER SUPPLY CURVE 144+ 0 I\ 132+ \ 1 \ 1 \ 1 \ 120+ \ \ \ 1 108+ \ \ X P 96+ R I \ E I \ S I \ S 84+ U 1 R 1 E I \ 72+ ( 1 \ • 1 S I \ I 60+ ) ' 1 48+ 36+ 1 \ \ \ \ \ \ \ \ \ 24+ LEGEND \ 1 11* I X = Required Water Supply it 1 100.06 psi @ 900.0 gpm II 12+ 11 1 0 = Available Water Supply II 1 138.81 psi @ 900.0 gpm II I II <-20.0 psi @ 10900 gpm Flow Test Point 0++-+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) FIRE A TUKW A A, A SYSTE SHING i O r SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UN 3E SHEET TITLE FA -01 SYSTEM I \ FO R MATT O FA -02 TYPICAL DETAILS - WRI\G A\D v1OU\TI\G FA -03 FRE ALA M SYSTEM FL00H PLA\ FA -04 SYSTEM CALC U LATI O \ S GE\EAL), SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) RED (JACKET) A ANNUNCIAT❑R TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATI❑N LIGHT TWD #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR. RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATI❑N TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM F 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 O.D. .0467 .210 0.0. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. LL NCH NCH NCH NCH NCH INCH N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NEPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPVENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE 'ERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g, FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLET- AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. - DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDLIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 1 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL - HZM - ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD Q LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY . IN FIELD SMOKE DETECTOR HFP-11 W/ SIEMENS �l (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING ® DUCT SMOKE p DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN HELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 w/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING Ec FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING L C FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING L FIRE ALARM STROBE (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. Q C FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM B b STROBE WP (WEATHERPROOF) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET O JUNCTI❑N BOX A.F.F. ABOVE FINISHED FLOOR F.B.O. F.B.❑. N/A F.B.O. F.B.O. N/A VERIFY I NI 1LD VERIFY IN FIELD N/A F.B.❑. FURNISHED BY OTHERS N/A NAA 0 d d N/A NOT APPLICABLE N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A Without CNrnents As Noted In Red Per i he F tnned Letter N/A N/A i nese plans have been reviewed by The Tukwila Fire P��((evention Bureau for conformance with current city s'ta/tklards. Acceptance is 6iectto errors and N/A omissions which do not authorize violations of adopted WP WEATHERPROOF DEVICE N/A *wards and orainancell Ale responsibility for the adequacy of design rests totay with the designer. Additions, deletions or revisions to these drawings atter RED AS BUILT ADD OR CHANGE N/A hJ date will void this -acc�joance and will require a res bmittai of revised drat rn s for subsequent ap f 61 I. NOTICE A completed, signed, Tukw'I Fire Department Pre-test 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 1 RELEASE/REVISIONS z Q LU DESCRIPTION SHOP DRAWINGS uJ 0 CO 0 LO u) 0 z C C Certificate must be presented:' to the Inspector prior to GREEN AS BUILT REMOVE BLUE AS BUILT NOTES TO CAD N/A N/A acceptance is subjeft)S field test and lnspec Q by The Tukwila Fire Prevention ureau. commencement of Acceptar c Testing of any Fire Alarm etection Systems. Failure of test will result in a Re -inspection Fee and TUKWILA FIRE DEPARTiv. . Please call: 575.4402 and give this job No. 00 and exact address for shut' down or restoration approv)t CV--C(Ci"&"715 57/2-06&' V-4, 30 co< termination of the testing. JUN 1.12008 Tukwila Fire 4"ta-COW Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved Ep-0 SCALE: 1/8” = 1 W >ffi N DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: \LOB NUMBER: SHEET SFA-01� THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND . ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR IF PREVIOUS ADDRESSABLE DEVIL E4924. - 0 DUCT DETECTOR LOCATION END OF LINE DEVICE(3.6K 1/4W) IX SWITCH GROUND O © HTRI—R OSTATUS LED CO 0 N.O. r- 0 0 COM N.G. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 © TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE L + NOTE 11 VOLTAGE MAX, - CURRENT MAX. - CONT. RES, MAX, - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE- OUTLET SAMPLING .\ TUBE INLET SAMPLING \,\ TUBE AT LEAST SIX DUCT WIDTHS FROM BEND "( TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE MUSIC —4 -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE So) STOP IF LAST DEVICE {(+) FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE END OF LINE DEVICE (3.6K 1/4W) 0 N 0 / / SUPERVISED / SWITCH / RELAY CONTACTS i (4.OA @ 125VAC) GROUND ' (4.OA @ 30VDC) 27 VDC 3.5 rnA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0,02uF 0.04uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC, TO GUARANTEE DETECTI❑N. 0 TB1 5 5 0 0 0 0 123456 TB2 C D 0 0 1 6 5"4 3 2 1 0 d- HTRI—D OSTATUS LED CO 0'. m (0 0 NOT USED END OF - LINE DEVICE 3,6K 1/4W) 0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC e O 0 0 PAD -3 0 00 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+1- 1 2+2- 2 NC C NO + - + - + - + - + - 0 m o 619_..Q* 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE NAC -4 ?NAC -3 NAC -2 NAC -1 `- UPERVISED 1 SWITCH r ( FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP .L. FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 0 470 OHMS �NI EOL 0 0 INPU N (+M-) 9 9 TEM -1 O op ao cite! 7 ti000 0 0 0 CQQO TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL EARTH GROUND -).(+)TO NEXT DEVICE OR –>-(-) STOP IF LAST DEVICE FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP <VOICE CIRCUIT) ('V' CABLE) SALE: NOW u STROBE SPEAKER (STROBE) (STR❑BE) SPEAKER (+) SPEAKERISTRCBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY R E 80" A.F.F. 4S DEEP BOX W/ 1-1 /2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE:NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE ❑R END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERATIIN TEMPERATU E: +32' F (0' C TO 100' F 38' C) HUMIDITY: O-9 Z RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE f DATA IN ( ) >— S` DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW TO NEXT DEVICE(— > ( ) DATA OUT > (+) DATA OUT Jj HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID —\. CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE ---- 4" SQUARE DEEP BOX ----- /---,, WITH 1-1/2" EXTENSION N. CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTION BOX— MOUNTED ON CEILING FLEX \ JUNCTI❑N BOX ------ MOUNTED AGAINST CEILING SUPPORT O O O O IL TO NEXT DEVICE CADDY BAR •101<i=if SMOKE DETECTOR------ SMOKE ETECT❑R— SMOKE DETECTOR MOUNTING SCALE:NONE "--- SUSPENDED ILLUMINATED CEILING DO NO I\ST ADDRESSABLE DEVICES v NT PREFROGRAV DEVICES ADD IL MED WITH KESS. L R TIAMIG Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved r'0 CO 0\ 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS w 5/15/08 F- < D z z 0 J 0 J cio 00 ma; cc 0 LL] 1- O 0 I W, UZ - - 2 Iitcp OC =S0 r j) T r o� J Ci) CC op N ~ Fm. W 0 0 0 SCALE: 1/8" =1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER: SHEET FA -02,, ,} 2C-3-2 110cd L ! I IQ 01— ! — — ! 2S 2C-3-1 ; 110cd / Ir 2S 2C-3-5 110cd X11' ----- 1 ; r r r r - I, I - -r rI ;r r�1 === /� oLue! COVER,/ N. `a ;:. i J-1_-- --�f�rHti i S 2A-1-9 110cd EOL 2A-1- \\ 1 1 1 111 1 2C-3-4 110cd NORTH 1: SUSHI ITTO WESTFIELD SOUTHCENTER MALL i 2C-3-3 '-\5cd SCALE 1I8°=1' / • r. i /'� 2S,2V- -as 2V- 2C - 1F V2( 2C - V2 �1 AG NOTES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE, FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALL ATI❑N SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI-D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM, FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL, FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. DO X10- INSTAL_ ADIIIRESS,4BLE 1NVTIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDHSS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved ca 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 (1) Z 0 LLJ W U) a w W REV. BY: Z Q z 0 3- E U Li] 0 SHOP DRAWINGS DATE 5/15/08 J CO C° 00 CC CC) 0wZ w1 --p w Oz 2 CC m_ = SoQ < C/) 'y" 7-i CV SCALE: 1/8"=1 W N W DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:6/05/08 BACKROUND PLAN PROVIDED BY: 1.06 NUMBER: (• SHEET FA -03 NORTH SUSHI ITTO WESTFIELD SOUTHCENTER MALS SCALE 1132"=1' RISER DIAGRAM SYSTEM CALCULATIONS ATTERY SIZING CALCULATION SUSHI ITTO Notification Appliance Circuit Detail SUSHI ITTO. FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations WESTFIELD SOUTHCENTER MALL Panel: SUSHI ITTO Wire Resistance 1:62 Date: June 10, 2008 CURRENT TOTAL= 64 Current Load: CIRCUIT: S1 Standby: Alarm: Current Load: Standby: Alarm: QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Device Type Qty Amps Total Amps Total 0 Device Type Qty Amps Total Amps Total SET -MC @75CD HFP-11 0 0.0022 0.0022 0.0023 Total Device Load, Amps (I) 0.06 0 SET -MC @110CD 233 0 _ AD2-P (Total Cct Load) 0.0635 0.0635 0.064 0 Main System Board 1 0.03 Voltage Drop ( E) 0.03 0.030 0.030 445 HTR -R 0.009600 0.0096 0.021 (E= I * R) SET -MC @15CD SET -HMC @135CD 1 0 0.064 0.064 HTRI-D 20.36 0 0.001600 445 0.0035 SET -MC @30CD (20.4 - E) 0 0.098 64 0 ICP -B6 0.005 0 SET -MC @75CD 98 0 0.175 0 SET-MC-CW@110CD 233 0 SET -MC @110CD DEVICES= 1 0.233 64 12 191 20.36039424 64 Notification Appliance SET HMC-C@115CD Circuit Detail 0.318 WESTFIELD SOUTHCENTER MALL Panel: SUSHI ITTO Wire Resistance 258 SET -HMC -C@135 -CD Date: June 10, 2008 CURRENT TOTAL= 1.8 0.318 CIRCUIT: SPEAKER CIRCUIT 0.0731 Amps Amps SET HMC-C@185CD QTY Device Type Alarm Current Alarm Total 0.445 Wire Length Voltage at EOL Circuit Total 1 70.7V1/8 1.8 1.8 Total Wire Resistance (R) 0.064 0 Standby Current Load: 0 0.0731 Amps For 24 Hours = 1.754 Amp -hours ( WL * 2 )* (Rift) ZR -MC @3OCD 0 � __.. 0 0 0Total 0 0.098 Device Load, Amps (I) (Total Cct Load) 0.00 0 HCP 0 0 0 0.0015 Alarm Current Load: Voltage Drop ( E) 0.00 Amps For 5 Minutes= 0 Amp -hours (E=I*R) 0.03 Amps 0.094 Amps 0 EOL Voltage 20.40 0 0 0 25% Derating= 2.193 Amp -hours 0 Standby Current Load: 0 0.03 Amps For 24 Hours = 0.720 Amp -hours DEVICES= 1 TOTAL mA= 1.8 14 191 20.39822599 1.8 Alarm Current Load: 0.094 Amps For 5 Minutes= 0.008 Amp -hours Total System Current Load: 2.193 Amp -hours 25% Derating= 0.910 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.910 Amp -hours Battery Pair to be Used: 1I2VDC I Amp -hours 7AH ATTERY SIZING CALCULATION VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS REV. BY: NVI Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL Panel: SUSHI ITTO Wire Resistance 1:62 Date: June 10, 2008 CURRENT TOTAL= 64 CIRCUIT: S1 QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Total Wire Resistance (R) 0.62 0 SET-MC@30CD 98 0 ( WL * 2 ) * (R/ft) 0 SET -MC @75CD 175 0 Total Device Load, Amps (I) 0.06 0 SET -MC @110CD 233 0 _ (Total Cct Load) 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E) 0.04 0 SET-HMC-C@177CD 445 0 (E= I * R) 0 SET -HMC @135CD 318 0 EOL Voltage 20.36 0 SET -HMC @185CD 445 0 (20.4 - E) 0 Z-MC@15CD 64 0 ( 0 Z-MC@30CD 98 0 0 SET-MC-CW@110CD 233 0 DEVICES= 1 TOTAL mA= 64 12 191 20.36039424 64 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: SUSHI ITTO Wire Resistance 258 Date: June 10, 2008 CURRENT TOTAL= 1.8 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 70.7V1/8 1.8 1.8 Total Wire Resistance (R) 0.99 0 0 0 ( WL * 2 )* (Rift) 0 � __.. 0 0 0Total 0 Device Load, Amps (I) (Total Cct Load) 0.00 0 0 0 0 Voltage Drop ( E) 0.00 0 0 0 (E=I*R) 0 0 0 EOL Voltage 20.40 0 0 0 0 0 0 DEVICES= 1 TOTAL mA= 1.8 14 191 20.39822599 1.8 VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS REV. BY: NVI DESCRIPTION SHOP DRAWINGS DATE 0 cin 0 w w C/) E w z w C/) O U J 0 w F-- >•- SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: `J0B NUMBER: SHEET FA -04 TOLCO FIG, 98' UNIVERSAL SWAY ' BRACE FITTING TYPICAL HANGER LENGTH! 1' AND 11P PIPE=1'-7' (AT 16'-0' AFF ELEVATION) 1t' PIPE=1'-6$' SEE PLAN FOR ALL OTHER LENGTHS ARGCO #3B OFFSET .1 '•' 3/8 X 3-1/2 LAG SCREW FOR WOOD 1/4' KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BARJOIST OR STEEL BEAM 1/2' MIN 1' SCH 4 TOLCO FIG, 980 UNIVERSAL BRACE FITTING )¢` KWIK BOLT KWIK BOLT 5 DEG. MIN, TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TOLCO FIG, PIPE CLAMP 45 DEG. MIN, TOLCO FIG. 1001 FAST CLAMP KWIK BOLT 3/8'x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT HILTI KWIK BOLT TZ ANCHOR ICC REPORT #ESR -1917 MIN OF 3,000 PSI CONCRETE MIN 3 1/4' CONCRETE OVER MAX 3' METAL DECK 3/8' ANCHOR w/20# TORQUE: TENSION=395#, SHEAR=750# 1/2' ANCHOR w/40# TORQUE: TENSION=440#,SHEAR=750# TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 — FOR 1" AND 1-1/4" PIPE AND HANGER TYPE 2 — FOR 1-1/2" AND 2" PIPE AND HANGER 1 1/2" BRANCHLINE --1'-0 "FLEXHEAD" FLEXABLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE BRANCHLINE WHERE LENGTH OF ALL THREAD ROD —L EXCEEDS 1'-10' ADD SECOND RESTRAINT TOLCO PIPE CLAMP FIG. 4A (2t• PIPE AND LARGER) FIG, 4 (2' PIPE AND SMALLER) LONGITUDINAL BRACE NTS HANGER RING (UP TO 2' PIPE) COUPLING THREADED ROD ADJUSTABLE HUB MOUNTING BRACKET LATERAL BRACE (2' PIPE & SMALLER) NTS LATERAL BRACE (2V PIPE & LARGER) NTS LINE RESTRAINT DETAIL SYMBOL =X NOTE! 1) SPACE WITH IN 6' OF A HANGER EVERY 42'-0'. 2) BRACING PER NFPA-13(2007 ed,) SECTIONS 9,3,5,8.8, TABLE 9,3,5,8,8(c) AND 9.3.6-RESTAINT OF BRANCH LINES PIPE ROD SIZE DIA I' 3/8' 1.25' 3/8" 1.5' 3/8' 2' 3/8' 2.5" 3/8' 3' 3/8' 4' 3/8' 6' 1/2' 8' 1/2' 04/2007 BOLT LGTH 7' 7' 7' 7' 7' 7' 7' 7' 7' IMBED DEPTH 2 I/4' 2 1/4' 2 I/4' 2 I/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4" HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY CEIUNG A COSCO STANDARD HANGER 1 13 MDLH OFIGURE 25 SURGE RESTRAINER ®n FOR STEEL OR CPVC PLASTIC PIPE TYPICAL DROP TO SPRINKLER HEAD TYPICAL DROP TO SPRINKLER !HEAD IN AC BRANCHUNE r X DROP (SEE PLAN) 1' X ARMOVER (SEE PLAN) Without Comments As Noted In Red Per The Attached Letter fa r 1 nese plans have been reviewed by The Tukwila Fir Prevention Bureau for conformance with current city standards. Acce.ptsnce is t..ubiect to errors and emissions which do not authorize violations of adopt€ • tandtlras and ordinances. T►u: responsibilirty for the uacy of design rests totally with the designer. Adciitions, deletions or revisions leo these drawings a , r !is date wili void this acceptance and will require a ' .;subrnittai of revised drawings for subsequent appr• al. 1" X i2AD,NS7ABLF[Nerr GYP BOARD CEILLNGS SPRINKLER PIPING PLAN SUSPENDED CEIUNG =incl acceptance is subject to field test and inspectio by x .I..he Tukwila Fire Prevention Bureau. Date: O By:(..._ 7106) ARMOVER DETAIL FOR SPRINKLERS ABOVE AND BELOW CEILING GENERAL NOTES DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA FIRE DEPT. REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED, 3. PIPE! ALL PIPE 2' AND LARGER TO BE SCHEDULE 40 BLACK STEEL, ALL PIPE 2i' AND LARGER TO BE SCHEDULE 10 BLACK STEEL. 4, FITTINGS! ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE STAR BRAND DUCTILE IRON. 5, PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS, 6. ALL ELECTRICAL WIRING AND CONDIUT IS BY OTHERS. 7. ALL WELDING TO CONFORM WITH AWS D10.9 AND WILL BE PERFORMED IN C❑SC❑'S SHOP, 8. IT IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER SYSTEMS HEATED TO A MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OF PIPES. 9. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING L❑ADS, NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING L❑ADS, 10. COSCO - ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTI❑N SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION, 11. UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PROVIDE COSCO WITH THE PROPER CERTIFICATE OF DOING S❑ BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE, 10, SPRINKLER HEADS ARE DESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1- 1'). 11. ALL DIMENSI❑NS ARE TO CENTERLINE OF PIPE. FUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 0E3-5 2 -622 --- and exact address for shut. down or restoration aporovai, LT L FIRE SPRINKLER SYMBOL LEGEND KEY PLAN o ce fu1u;r CIAil. LONGITUDINAL SWAY BRACE NORDSTRO 1 LATERAL SWAY BRACE 4F,�_ sv, r.t --atetor=s ®w — VA M - BRANCHLINE RESTRAINT PIPE HANGER PIPE ELEVATION AFTER FLOOR 'AS OF: Apr 16, 21%0 CEILING ELEVATION AFTER FLOOR HYDRAULIC NODE CONCEALED SPRINKLER UPRIGHT ABOVE CONCEALED SPRINKLER EAST RISER ROOM -PLAN VIEW TENANT SPACE Woattlek1 LLC,_- ADDRESSPLAN Southcentor REVISIONS NO. DESCRIPTION DATE RESUBMIT AS-BUILTS AND CALCULATIONS BY 7-15-08 TNR SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE NPT K -FACT. HEAD FINISH RELIABLE MODEL G4A QR CONCEALED PENDENT RELIABLE MODEL FI FR QR SSU ABOVE CEILING R5415 1/2' 1/2' 5.6 BR FINIH BL TEMP. 165° R3625 1/2' 1/2' 5.6 BR N/A 155° QUAN. 13 6 00 APPROVALS BY: CITY OF TUKWILA TOTAL SPRINKLERS THIS SHEET 19 .•O l o. •oo 0 0®°• •o0 ti9 ®•• Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 15000 Woodinville -Redmond Rd NE Woodinville, Washington 98072 call (425) 686-8300 • fax (425) 827-4784 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE www.coscofire,com License No: COSCOFP 11 ONM PROJECT: SUSHI ITTO 633 SOUTHCENTER PKWY TUKWILA, WA. 98188 05-31-08 DRAWN BY : T.N.RHODES CONTRACT WOH: AnCor 831 JAMES STREET 2ND FLOOR SYRACUSE, NY. 13203 JOB 1 5KS7954 SHEET NO, 1 oft ARGCO #3B OFFSET TYPICAL HANGER LENGTH 1' AND 1 ' PIPE=1'-7' (AT 16'-O' AFF ELEVATION) 1$' PIPE=1'-6$' SEE PLAN FOR ALL OTHER LENGTHS I/2' MIN 1 1/2" BRANCHLINE 3/8 X 3-1/2 LAG SCREW FOR WOOD 1/4' KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BARJOIST OR STEEL BEAM TOLCO FIG. 65 C -CLAMP ' KWIK BOLT KWIK BOLT 1'. SCH 4 5 DEG, MIN. TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TELCO FIG. PIPE CLAMP 45 DEG, MIN, TOLCO FIG. 1001 FAST CLAMP KWIK BOLT 3/8'x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT RETAINER STRAP, NUT WHERE LENGTH OF ALL THREAD ROD -' EXCEEDS 1'-10' ADD SECOND RESTRAINT HILTI KWIK BOLT TZ ANCHOR ICC REPORT #ESR -1917 MIN OF 3,000 PSI CONCRETE MIN 3 1/4' CONCRETE OVER MAX 3' METAL DECK 3/8' ANCHOR W/20# TORQUE: TENSION 395#, SHEAR=750# 1/2' ANCHOR W/40# TORQUE: TENSION=440#,SHEAR=750# TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 — FOR 1" AND 1-1/4" PIPE AND HANGER TYPE 2 — FOR 1-1/2" AND 2" PIPE AND HANGER "FLEXHEAD" FLEXABLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE BtANCHUNE-'— TOLCO PIPE CLAMP FIG. 4A (2#' PIPE AND LARGER) FIG. 4 C2' PIPE AND SMALLER) HANGER RING (UP TO 2' PIPE) THREADED ROD ROD COUPLING THREADED ROD ADJUSTABLE HUB LONGITUDINAL BRACE NTS LATERAL BRACE (2' PIPE & SMALLER) NTS LATERAL BRACE (23i' PIPE & LARGER) NTS LINE RESTRAINT DETAIL SYMBOL = NOTE: 1) SPACE WITH IN 6' OF A HANGER EVERY 42'-0', 2) BRACING PER NFPA-13(2007 ed,) SECTIONS 9.3.5.8.8, TABLE 9,3,5.8,8(c) AND 9,3.6—RESTAINT OF BRANCH LINES PIPE ROD SIZE DIA I' 3/8' 1 1/4' 3/8' 11/2' 3/8' 2' 3/8' 2 1/2' 3/8' 3' 3/8' 4' 3/8' 6' 1/2' 8' 1/2' HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 04/2007 r COSCO STANDARD HANGER 1 2 PIPE ROD SIZE DIA 3/8' 1.25' 3/8' 1.5' 3/8' 2' 3/8' 2.5' 3/8' 3' 3/8' 4' 3/8' 6' 1/2' 8' 1/2' 04/2007 BOLT LGTH 7' 7' 7' 7' 7' 7' 7' 7' 7' IMBED DEPTH 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 I/4' 2 1/4' 2 1/4' HILT: FIG LH OR TOLCO FIG 200 HANGER RING 0 COSCO STANDARD HANGER 1 13 MDLH TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS ' DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY O FIGURE 25 SURGE RESTRAINER ® 61 FOR STEEL OR CPVC PLASTIC PIPE MOUNTING BRACKET \ TYPICAL DROP TO SPRINKLER HEAD TYPICAL DROP TO SPRINKLER HEAD IN AC TILE CEILINGS GENERAL NOTES DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA FIRE DEPT. REQUIREMENTS, 2. ALL .MATERIALS SHALL BE NEW AND U,L, APPROVED.. 3. PIPET ALL PIPE 2' AND LARGER . TO BE SCHEDULE 40 BLACK STEEL. ALL PIPE 2i' AND LARGER TO BE SCHEDULE 10 BLACK STEEL. 4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE STAR BRAND DUCTILE IRON, PAINTING OF PIPE AND PROTECTION OF SPRINKLER . HEADS FROM PAINT IS BY OTHERS, ALL ELECTRICAL WIRING AND CONDIUT IS BY OTHERS, ALL WELDING TO 'CONFORM WITH AWS D10.9 AND WILL BE PERFORMED IN COSC❑'S SHOP. IT IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER SYSTEMS HEATED TO. A. MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OF PIPES, IRE SPRINKLER SYMBOL LEEN9 LATERAL SWAY BRACE 9. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN DN THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS, 10. COSCO ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING , FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION. 11. UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PR❑VIDE COSCO WITH THE PROPER CERTIFICATE OF DOING SO BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE. 10. SPRINKLER HEADS AREDESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1— 1'). 11, ALL DIMENSIONS ARE TO CENTERLINE OF PIPE, BRANCHLINE RESTRAINT PIPE HANGER PIPE ELEVATION AFTER FLOOR CEILING ELEVATION AFTER FLOOR HYDRAULIC. NODE PENDENT/CONCEALED SPRINKLER Without Comment -8 As N.o •ed In RLd Per The Attached i.Et`'cr TUKWILA FIRE DEPARTME Please call: 575-440Z and give this job No,��"S�a41 and c act address for shuts Down or• restoration approval, nese plans h:O o.-., `,.,-•;; t , ,! f:tl- `''i tLL e Prevention standards.. h•r:'.± <=c:;.. , ,_. omissions tidii!!;f`i CJ,.n,: - :7'':r stancsra:, adeglu.;)' _,i :.c:,..i' it Iz. 'Additions, !131, ;tan: SX this date vt,;l; .,-,, ± °; I . :rl_y^,cf ar,;, 1'/ { : , resubm t:al of re r'�-.r' I li,,.. 11,r''�;'lit">� l:!':5411.i:i4?i;t}/';?;? ib?�%p<)`•i' . ( 1 Final accept!. -r:7:• f? i �!i frr Fri trY,: t L>n,.1 It1:"r!,. -,Uo I) The Tukwila Fifai"-. a ;'(a;.... -Jr, /;:..rc• r�. ! V =1SF1NKLE PIPFN PLAN FILE COPY KEY PLAN NG_SCAL NORDSTROM nuunn, n"n","mr WEST RISER ROOM -PLAN VIEW TENANT SPACE W,t1kW-.LLC - ADDRESS FLAN Soulhcontor REVISIONS NO. DESCRIPTION DATE BY SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE NPT K•FACT. HEAD FINISH RELIABLE MODEL G4A QR CONCEALED PENDENT R5415 • 1/2' 1/2' 5.6 BR PLATE FINISH TEMP. QUAN. BL 165° 13 APPROVALS BY: CITY OF TUKWILA TOTAL SPRINKLERS THIS SHEET 13 .•0 0 0 0•. ••0 000•• ••00•• 00 .'® . co •• COSCO Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 15000 Woodinville -Redmond Rd NE Woodinville, Washington 98072 call (425) 686-8300 • fax (425) 827-4784 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE www.coscofire.com License No: COSCOFP11ONM SUSHI ITTO .web s c r7 #mac i3 TUKWILA, WA. 98188 CONTRACT WITH: AnCor 831 JAMES STREET 2ND FLOOR SYRACUSE, NY. 13203 2008 "Tukwila Fire DRAWING TITLE FIRE SPRINKLER TENENT IMPROVEMENT DATE : 05-31-08 DRAWN BY : T.N.RHODES JOB '5 KS 7954 SHEET NO. l oft /0\ 2600 SOUTHCENTER MALL FC -13 FOOD COURT ASSOCIATED PERMITS 08-F-322 08-S-264 08-S-262 08-H-277 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sushi Ito 2600 Southcenter Mall FC -13 Permit No.: 08-S-264 Date: June 4, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protectiion to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. FILE COPY FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Sushi Ito 2600 Southcenter Mall FC -13 Permit No.: 08-H-277 Date: June 5, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Nozzle heights above appliances to be per manufacturers installation guidelines. • Install splash guards between fryers and ranges/charbroilers. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. tgco / Fire & Security R-102 RESTAURANT SYSTEM NOZZLE COVERAGE SUMMARY SHEET ANSUL4 . Appliance Nozzle Type Flow •Points Width (In) Max. Side Length . (In) Max. Side Multiple Nozzle wo/Drip Board Area Sq. In. Muftiple Nozzle w/Drip Board Area Sq. In. Min. Nozzle Ht. (In) Max. Nozzle Ht. (in) Fryers without drip boards Split or No Split Vat 230 2 14 15 — — 27 • 47 245 2 14 15 — . — 20 27 Fryers without drip boards Non -Split Vat (O,NLY) • 290 2 19.5 19 — —13 4 • • 16 , 3N 3 19.5 19 — — 21 34 3N 3 18 18 — — 25 35 Fryers with drip boards Split or No Split Vat' 230 2 14 21 210 294 27 47 245 2 14 21 210 294 • 20 27 Fryers with drip boards' Non -Split Vat (ONLY) 290 2 19.5 25 3/8 370.5 495 13 •- 16 3N 3 19.5 25 3/8 370.5 495 21 34 3N • 3 18 , 27 3/4 ' 324. 497 25 35 Tilt Skillet/Braising Pan' Coverage Exception limitation are based on fryer sizes including the drip boards. Tilt Skillets and Braising may exceed the maximum of 6 sq. ft. • Range Without back shelf With back sheff Without back shelf WI)h back shelf 1N 1 12 32 — — 30 40 1F 1 12 28 — — 30 50 1F - 1 12 28 — — 40 48 245 2 , 24 28 — — 40 • 50 260 2 24 32 -- — 30 40 260 . 2 12 32 — — 30 40 2 x 290 4 36 28 — — 15 20 Griddle . . • 1N/1NSS 1 36 30 — — 35 40 290 2 30 24 — — 30 50 260 2 48 30 — — 30 50 290 2 48 30 — . — 20 .30 • . 2120 2 48 30 — — 10 20 Chain Broiler' (Overhead Protection) 2 x 1W 2 34 30 —— 10 26 Chain Broiler (Horizontal Protection) 2 x 1N 2• 31 43 — • — Front edge; above the chain 1 In. - 3 in. - Char Broiler Gas -Radiant Electric 1N/1NSS 1 • 24 36 — — 15 %. 40 1N/1NSS 1 ' 20 34 — — 20 50 Lava -Rock 1N/1NSS 1 13 24 — — 18' 35 Natural Charcoal' 1N/1NSS 1 12 24 — — 18 40 Lava -Rock or Natural Charcoal' 3N 3 24 30 — — 14 40 Wood Fueled' 3N 3 24 30 — — 14 40 Upright Broiler 2 x 1/2N 1 30 32.5 Front edge; above the grate Salamander Broiler 2 x 1/2N 1 30 32.5 — 1N 1 16 29 — — — 1 — 1 N nozzle location to be on the vertical edge 6 to 12 in. in front and 0 to 121n. above the top of broiler Internal Chamber 1N 1 16 29 — — 6-12 in. above either end Wok 3.75 to 8 Inches deep 260 2 14 in. to 30 in. diameter — — ' 35 45 3 to 6 inches deep • 1N/1NSS 1 11 in. to 24 in. diameter — — 30 40 + ,' For multiple nozzle protection of single fryers, see detailed nformation on pages 4-10 to 4.11 of manual. 2 See Figure 1 for nozzle location. Minimum chain broiler exhaust opening –12 In. x 12 In. (31 cm x 31 cm); and not Tess than 60% of Internal broiler size. ' 4 in. (102 mm) maximum fuel depth. 6 hi. (15 cm) maximum fuel depth. i. 2008 IIrlke:a Fire , `'1t qco/Fire& Security R-102•RESTAURANT SYSTEM NOZZLE COVERAGE. SUMMARY SHEET it ANSUL. Plenum Nozzle Type Flow Points Width (In) Max. Side Length (In) Max. Side Nozzle Placement (See Manual for More Detail) Min. Height (In) Max. Height (In) lettEretot ori ir'"ee$i _... ' ,,. :1N . ._ 1 .. ..:44::.' 111120 _01i). - 6:In. from.end of pjenum 2 - 2W Perpendicular Protection Single Bank 1w/11p0 1 48 48 See Manual for more detail 1 :.. •' _ 20 Horizontal Protection V Bank 2 x 1N 2 48 120 0 in. - 6 in. from end of plenum 2 4 , Horizontal Protection V Bank 1W/1100 1 48 72 0 `in. - 6 in. from end of plenum 1/3 the height of Mer Perpendicular Protection V Bank 1W/11o0 1 48 48 See Manual for more detail 1 20 • Duct Nozzle Type Flow Points Perimeter (In) Diameter (In) Nozzle Placement (See Manual . • for More Detail) Duct Length (In) Single Nozzle 1 flow nozzle 1100 1 50 16 See Manual for more detail Unlimited Single Nozile 2.f1evvaiozzle 2W 2100 31.718 See Manuai-for more detail Unlimited Multiple Nozzle 2W +1100 3 135 48 See Manual for more detail --A-4 iii Unllmited Multiple 2W Nozzle 2W — >135 >135 See Manual for more detail Unlimited R-102 OVERLAPPING PROTECTION The 245•nozzie, Part No. 419340, is the only approved nozzle for overlapping (zone) protection. Appllance Type Maximum .Cooking Hazard Fryer 34 in. (864 mm) Deep x 5.8 sq. ft. (.54 sq. m) Griddle • • 30 in. (762 mm) Deep x Unlimited Length Range 28 in. (711 mm) Deep x Unlimited Length Wok, Maximum 30 in. (762 mm) Diameter x 8 in. (203 mm) Deep Wok, Minimum 11 in. (279 mm) Diameter x 3 in. (76 mm) Deep Braising Panfilit Sidllet34 in. (864 mm) Deep x Unlimited Length Lava Rock Char -Broiler 32 in. (813 mm) Deep x Unlimited Length Charcoal Broiler 32 in. (813 mm) Deep x Unlimited Length (4 In. (102 mm) Maximum Fuel Depth) Mesquite Wood Broiler 32 in. (813 mm) Deep x Unlimited Length (12 in. (305 mm) Maximum Fuel Depth) Gas Radiant Char -Broiler 36 In. (914 mm) Deep x Unlimited Length Electric Char -Broiler 34 in. (864 mm) Deep x Unlimited Length '' See Figure 1 for nozzle location. COVER MUST NOT INTERFERE WITH EDGE OF DISCHARGE PATTERN ZONE CENTER UNE TYCO SAFETY PRODUCTS, ONE STANTON STFEE . MARInETTE. WI 541432542 715-735.7411 Form No. F-2005010 02005 Ansul Incorporated Utho h US.A ,' SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-34 7-1-98 REV.4 NNK AND CARTRIDGE REQUIREMENTS Ono,* the hazard analysis Is completed and the total nozzle flow numbers are established, the quantity and 'size of agent tanks and cartridges needed to supply the nozzles with the proper volumes of agent et the proper flow rates can bo determined. For cartridges used in the regulated release mechanism, flow capadtles, tank quantities and sizes, and regulated release cartridge options are given iii the table below. Total Quantity and Regulated Release Flow Size of Cartridge Options )lumbers• Tank(s1 Nitrogen Carbon Dioxide 1 — 5 (1) 1.6 Gallon LT 20-R (7032) 101-10 (15850) 8 — 11 (1) 3.0 Gallon LT 30-R (5373) 101-20 (17492) 11 — 18 (1) 1.5 Gallon Double (73022) 101-30 (15851) (1) 3.0 Gallon 16 — 22 (2) 3.0 gallon Double (73022)101.30 (15851) When one or more regulated aotuators are used, the following tank and cartridge combinations apply for each regulated actuator. Regulated Actuator Regulated Actuator Tank(s) Cartridge (1) 1.6 Gallon (1) 3.0 Galion (1) 1.5 Gallon and (1) 3.0 Gallon . (2) 3.0 Gallon LT 20-R or 101-10 LT 30-R or 101-20 LT -A-101-30 or 101130** LT -A-101-30 or 101-30" exoeptIons 10maximum lbw number*. a. D1•14buUon PIpinQ R•VWnm.nb loi 1.5 psi. 1 end 3.0 sailor systems In Otis $salon. • For higher total now numbers (23 to 110), multiple cartridges and regulated actuators are required as shown in the System Selection Guide in Section IX —Appendix. ACTUATION GAS LINE WITH AN LT -20.R, LT 30•R.101.10 OR 101.20 CARTRIDGE MAXIMUM LENGTH OF 20 PT. (0 m), MAXIMUM NO. OF FITTINGS e •ANSULAUTOMAN• REGULATED RELEASE ASSEMBLY • ACTUATOR ASSEMBL • ACTUATION AND EXPELLANT GAS UNE REQUIREMENTS This section contains the guidelines for Installing the actuation and expellant gas lines between the regulated release mechanism reg- ulator, each regulated aotilator regulator, and each agent tank. Theis limitations should bd considered when selecting' the com- ponent mounting looation5. i. Actuation Gas Line — 6 to 8e Tanks Maximum • 8 Tank maximum reflects the utlltzatlon of 3 tank regulated actuator*. • 1. Use only 1/4 in. Schedule 40 black iron, hot -dipped galva- nized, chrome -plated, or stainless steel pipe and fittings. 2. The actuation gas line piping Is installed from the regulated release mechanism to each regulated actuator connected within the system. The total length of the actuation gas line from the regulated release assembly to the regulated actuator as (les) must riot exceed 20 ft. (6 m) when using an LT 20-R art No. 7032), an LT 30-R nitrogen cartridge (Part No. 6373), or a 101-10 (Part No. 15850) ora 101-20 (Part No. ► 17492) carbon dioxide cartridge. See Figure 73. REGULATED ACTUATOR ASSEMBLY EXPELLANT GAS LINES NOT INCLUDED IN ACTUATION GAS LINE LENGTH TOTALS REGULATED ACTUASSEMBLY TOR FIGURE 73 0007/6 1N5 Ch a —Go 20 • • r r t 1 ACCEPTED 0 Without Commits [] As Noted In Red f5.' Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance isaubiect to errors and omissions which do not authorize violations of adopted stanaaras and ofainances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: -5-- O 8 By:. I UP YMCA FIRE DEPART Please call: 575-440.7 and give this job No.(78 " (�i - a 27 4. and exact address for shun down or restoration appy: ..••••.. •••••••. .4••••,. COSCO Fire Protection To: City of Tukwila Fire 444 Andover Park East Tukwila, WA 98188 Ph/Fx: 206 575-4404/206 575-4439 Attn: Plan Review Descri . tion Submittal Drawings Hydraulic Calculations Remarks: 15000 Woodinville -Redmond Rd. �a n S m � ��a I 02 Suite B-800 � Woodinville, Washington 98072 (425)686-6300 fax: 425-827-4784 Registration Nos. COSCOFP110NM/WA A21268/ALASKA - 67508/OREGON Revision 1 1 Job Name: Address: Date: 07-15-08 SUSHI ITTO 633 Southcenter Pkwy., Ste 2600 FC -13 Tukwila, WA. 98188 Cosco Job Number: 25KS7954 Co les Descri tion 3 3 Revision Co e ies Fire Sprinkler RESUBMITTAL drawings for the Tenant Improvement at Tukwila Southcenter Mall space 2600/FC-13. Food Court Tenant Sushi Itto - Total of 19 Heads. These Drawings Are: 1. n 2. ❑ 3. 4. n 5. 6. Not Approved Approved by The Architect Approved with Revisions Approved by Factory Mutual Approved by WSRB Resubmitted with changes Copies To: file documentl These Drawings Are For: 1. ❑ As per your request 2. ❑ Preliminary Approval 3. ® Your Approval and/or comments 4. ® Fire Dept. Approval and/or comments 5. Architect Approval and/or comments 6. ® Resubmittal Thank you, .)7-------/ - Th esa N. Rhodes, Fire Sprinkler Layout Technician DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 JOB TITLE: SUSHI ITTO WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SRC 140.0 20.0 10900.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14 S15 S16 S17 S18 S19 1 2 3 4 5 6 7 8 9 10 11 12 13 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 12.0 12.0 12.0 10.0 14.0 10.0 14.0 10.0 14.0 11.2 10.4 10.0 14.0 10.4 10.4 14.0 10.4 14.0 10.4 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= K= AVAIL. PRESS. (PSI) 138.8 TOTAL @ DEMAND (GPM) 900.0 900.0 GPM 250.0 GPM 43.2 GPM 606.8 GPM PRESSURE (PSI) 5.60 45.2 5.60 46.3 5.60 46.4 5.60 32.8 5.60 37.7 5.60 30.0 5.60 34.5 5.60 33.0 5.60 38.0 5.60 39.8 5.60 26.0 5.60 21.6 5.60 24.4 5.60 25.2 5.60 23.0 5.60 26.3 5.60 27.3 5.60 31.5 5.60 37.2 - - 58.0 58.5 60.3 40.7 44.6 37•.3 45.6 - 41.0 48.7 51.0 32.4 - 26.6 32.5 REQ'D PRESS. (PSI) 100.1 DISCHARGE (GPM) 37.7 38.1 38.1 32.0 34.4 30.7 32.9 32.2 34.5 35.3 28.5 26.0 27.7 28.1 26.9 28.7 29.3 31.4 34.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 14 12.5 33.2 15 12.5 28.6 16 12.5 34.3 17 12.5 34.1 18 12.5 39.5 19 12.5 47.8 M1 12.5 65.2 M2 12.5 - 63.8 M3 12.5 63.7 TEE 12.5 65.3 EL 18.3 - - - - 64.2 TIE 18.3 HOSE STREAM 74.9 43.2 6851 18.3 78.4 - - - 5058 -16.1 97.0 5096 -16.1 97.2 7561 -14.1 - - - - 96.5 SRC -22.0 SOURCE 100.1 650.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -37.7 1.049 PL 27.00 PF 13.0 S1 12.0 5.6 45.2 37.7 14.0 120 FTG 2E PE -0.2 1 12.5 0.0 58.0 0.0 0.419 TL 31.00 PV Pipe: 2 -38.1 1.049 PL 24.00 PF 12.4 S2 12.0 5.6 46.3 38.1 14.1 120 FTG T PE -0.2 2 12.5 0.0 58.5 0.0 0.429 TL 29.00 PV Pipe: 3 -38.1 1.049 PL 26.00 PF 14.2 S3 12.0 5.6 46.4 38.1 14.2 120 FTG ET PE -0.2 3 12.5 0.0 60.3 0.0 0.430 TL 33.00 PV Pipe: 4 -37.7 1.610 PL 10.25 PF 0.5 1 12.5 0.0 58.0 0.0 5.9 120 FTG ---- PE 0.0 2 12.5 0.0 58.5 0.0 0.052 TL 10.25 PV Pipe: 5 -75.8 1.610 PL 9.58 PF 1.8 2 12.5 0.0 58.5 0.0 11.9 120 FTG ---- PE 0.0 3 12.5 0.0 60.3 0.0 0.190 TL 9.58 PV Pipe: 6 -113.9 1.610 PL 3.92 PF 4.8 3 12.5 0.0 60.3 0.0 18.0 120 FTG T PE 0.0 M1 12.5 0.0 65.2 0.0 0.404 TL 11.92 PV Pipe: 7 -32.0 1.049 PL 24.00 PF 9.0 S4 10.0 5.6 32.8 32.0 11.9 120 FTG T PE -1.1 4 12.5 0.0 40.7 0.0 0.311 TL 29.00 PV Pipe: 8 -34.4 1.049 PL 1.50 PF 2.3 S5 14.0 5.6 37.7 34.4 12.8 120 FTG T PE 0.6 4 12.5 0.0 40.7 0.0 0.355 TL 6.50 PV Pipe: 9 -66.4 1.049 PL 1.29 PF 3.9 4 12.5 0.0 40.7 0.0 24.7 120 FTG E PE 0.0 5 12.5 0.0 44.6 .0.0 1:200 TL 3.29 PV Pipe: 10 -30.7 1.049 PL 24.00 PF 8.3 S6 10.0 5.6 30.0 30.7 11.4 120 FTG T PE -1.1 6 12.5 0.0 37.3 0.0 0.287 TL 29.00 PV Pipe: 11 -32.9 1.049 PL 1.50 PF 2.1 S7 14.0 5.6 34.5 32.9 12.2 120 FTG T PE 0.6 6 12.5 0.0 37.3 0.0 0.327 TL 6.50 PV Pipe: 12 -63.6 1.049 PL 2.50 PF 8.3 6 12.5 0.0 37.3 0.0 23.6 120 FTG T PE 0.0 7 12.5 0.0 45.6 0.0 1.106 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -32.2 1.049 PL 24.00 PF 9.1 S8 10.0 5.6 33.0 32.2 11.9 120 FTG T PE -1.1 8 12.5 0.0 41.0 0.0 0.313 TL 29.00 PV Pipe: 14 -34.5 1.049 PL 1.50 PF 2.3 S9 14.0 5.6 38.0 34.5 12.8 120 FTG T PE 0.6 8 12.5 0.0 41.0 0.0 0.357 TL 6.50 PV Pipe: 15 -66.7 1.049 PL 1.38 PF 7.7 8 12.5 0.0 41.0 0.0 24.8 120 FTG T PE 0.0 9 12.5 0.0 48.7 0.0 1.208 TL 6_38 PV Pipe: 16 -35.3 1.049 PL 24.58 PF 11.8 S10 11.2 5.6 39.8 35.3 13.1 120 FTG ET PE -0.6 10 12.5 0.0 51.0 0.0 0.373 TL 31.58 PV Pipe: 17 -66.4 1.610 PL 6.38 PF 1.0 5 12.5 0.0 44.6 0.0 10.5 120 FTG ---- PE 0.0 7 12.5 0.0 45.6 0.0 0.149 TL 6.38 PV Pipe: 18 -130.0 1.610 PL 6.04 PF 3.1 7 12.5 0.0 45.6 0.0 20.5 120 FTG ---- PE 0.0 9 12.5 0.0 48.7 0.0 0.516 TL 6.04 PV Pipe: 19 -196.7 1.610 PL 2.04 PF 2.3 9 12.5 0.0 48.7 0.0 31.0 120 FTG ---- PE 0.0 10 12.5 0.0 51.0 0.0 1.109 TL 2.04 PV Pipe: 20 -232.1 1.610 PL 0.54 PF 12.9 10 12.5 0.0 51.0 0.0 36.6 120 FTG T PE 0.0 M2 12.5 0.0 63.8 0.0 1.506 TL 8 5 PV Pipe: 21 -28.5 1.049 PL 25.12 PF 7.3 S11 10.4 5.6 26.0 28.5 10.6 120 FTG 2E PE -0.9 11 12.5 0.0 32.4 0.0 0.251 TL 29.12 PV Pipe: 22 -26.0 1.049 PL 24.00 PF 6.1 S12 10.0 5.6 21.6 26.0 9.7 120 FTG T PE -1.1 12 12.5 0.0 26.6 0.0 0.211 TL 29.00 PV Pipe: 23 -27.7 1.049 PL 1.50 PF 1.5 S13 . 14.0 5.6 24.4 27.7 10.3 120 FTG T PE 0.6 12 12.5 0.0 26.6 0.0 0.237 TL 6.50 PV Pipe: 24 -53.7 1.049 PL 2.25 PF 5.9 12 12.5 0.0 26.6 0.0 19.9 120 FTG T PE 0.0 13 12.5 0.0 32.5 0.0 0.808 TL 7_25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -28.1 1.049 PL 29.42 PF 8.9 S14 10.4 5.6 25.2 28.1 10.4 120 FTG ET PE -0.9 14 12.5 0.0 33.2 0.0 0.244 TL 36.42 PV Pipe: 26 -26.9 1.049 PL 24.00 PF 6.5 S15 10.4 5.6 23.0 26.9 10.0 120 FTG T PE -0.9 15 12.5 0.0 28.6 0.0 0.225 TL 29.00 PV Pipe: 27 -28.7 1.049 PL 1.50 PF 1.7 S16 14.0 5.6 26.3 28.7 10.7 120 FTG T PE 0.6 15 12.5 0.0 28.6 0.0 0.254 TL 6.50 PV Pipe: 28 -55.6 1.049 PL 1.58 PF 5.7 15 12.5 0.0 28.6 0.0 20.6 120 FTG T PE 0.0 16 12.5 0.0 34.3 0.0 0.863 TL 6.58 PV Pipe: 29 -29.3 1.049 PL 24.00 PF 7.6 S17 10.4 5.6 27.3 29.3 10.9 120 FTG T PE -0.9 17 12.5 0.0 34.1 0.0 0.263 TL 29.00 PV Pipe: 30 -31.4 1.049 PL 1.50 PF 1.9 S18 14.0 5.6 31.5 31.4 11.7 120 FTG T PE 0.6 17 12.5 0.0 34.1 0.0 0.300 TL 6.50 PV Pipe: 31 -60.7 1.049 PL 0.33 PF 5.4 17 12.5 0.0 34.1 0.0 22.5 120 FTG T PE 0.0 18 12.5 0.0 39.5 0.0 1.015 TL 5.33 PV Pipe: 32 -34.2 1.049 PL 25.62 PF 11.4 S19 10.4 5.6 37.2 34.2 12.7 120 FTG ET PE -0.9 19 12.5 0.0 47.8 0.0 0.351 TL 32.62 PV Pipe: 33 -28.5 1.610 PL 3.54 PF 0.1 11 12.5 0.0 32.4 0.0 4.5 120 FTG ---- PE 0.0 13 12.5 0.0 32.5 0.0 0.031 TL 3.54 PV Pipe: 34 -82.2 1.610 PL 3.33 PF 0.7 13 12.5 0.0 32.5 0.0 13.0 120 FTG ---- PE 0.0 14 12.5 0.0 33.2 0.0 0.221 TL 3.33 PV Pipe: 35 -110.3 1.610 PL 2.92 PF 1.1 14 12.5 0.0 33.2 0.0 17.4 120 FTG ---- PE 0.0 16 12.5 0.0 34.3 0.0 0.380 TL 2.92 PV Pipe: 36 -165.9 1.610 PL 6.38 PF 5.2 16 12.5 0.0 34.3 0.0 26.1 120 FTG ---- PE 0.0 18 12.5 0.0 39.5 0.0 0.810 TL 6.38 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -226.6 1.610 PL 5.75 PF 8.3 18 12.5 0.0 39.5 0.0 35.7 120 FTG ---- PE 0.0 19 12.5 0.0 47.8 0.0 1.441 TL 5.75 PV Pipe: 38 -260.8 1.610 PL 0.54 PF 16.0 19 12.5 0.0 47.8 0.0 41.1 120 FTG T PE 0.0 M3 12.5 0.0 63.7 0.0 1.869 TL 8.54 PV Pipe: 39 -113.9 4.260 PL 4.83 PF 0.1 M1 12.5 0.0 65.2 0.0 2.6 120 FTG T PE 0.0 TEE 12.5 0.0 65.3 0.0 0.004 TL 31.13 PV Pipe: 40 -260.8 4.260 PL 6.79 PF 0.1 M3 12.5 0.0 63.7 0.0 5.9 120 FTG ---- PE 0.0 M2 12.5 0.0 63.8 0.0 0.016 TL 6.79 PV Pipe: 41 -492.9 4.260 PL 0.79 PF 1.4 M2 12.5 0.0 63.8 0.0 11.1 120 FTG T PE 0.0 TEE 12.5 0.0 65.3 0.0 0.053 TL 27.09 PV Pipe: 42 -606.8 4.260 PL 5.83 PF 1.5 TEE 12.5 0.0 65.3 0.0 13.7 120 FTG E PE -2.5 EL 18.3 0.0 64.2 0.0 0.078 TL 19.03 PV Pipe: 43 -606.8 4.260 PL 57.50 PF 10.7 EL 18.3 0.0 64.2 0.0 13.7 120 FTG 4ET PE 0.0 TIE 18.3 H.S. 74.9 43.2 0.078 TL 136.60 PV Pipe: 44 -650.0 4.260 PL 27.00 PF 3.6 TIE 18.3 H.S. 74.9 43.2 14.6 120 FTG E PE 0.0 6851 18.3 0.0 78.4 0.0 0.089 TL 40.20 PV Pipe: 45 -650.0 6.357 PL 133.83 PF 3.7 6851 18.3 0.0 78.4 0.0 6.6 120 FTG 157.2 PE 14.9 5058 -16.1 0.0 97.0 0.0 0.013 TL 291.03 PV Pipe: 46 -650.0 8.329 PL 16.46 PF 0.2 5058 -16.1 0.0 97.0 0.0 3.8 120 FTG 32.0 PE 0.0 5096 -16.1 0.0 97.2 0.0 0.003 TL 48.46 PV Pipe: 47 -650.0 10.420 PL 28.21 PF 0.1 5096 -16.1 0.0 97.2 0.0 2.4 120 FTG 83.0 PE -0.8 7561 -14.1 0.0 96.5 0.0 0.001 TL 111.21 PV Pipe: 48 -650.0 10.400 PL 110.17 PF 0.2 7561 -14.1 0.0 96.5 0.0 2.5 140 FTG 111.5 PE 3.4 SRC -22.0 SRCE 100.1 (N/A) 0.001 TL 221.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 4903012830 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.111 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 41.1 ft/sec at pipe 38. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.329 22.16 43.09 16.00 55.40 14.77 4.92 38.16 38.16 43.09 10.400 26.37 59.94 19.18 65.93 22.78 5.99 44.35 44.35 59.94 10.420 26.62 60.50 19.36 66.55 22.99 6.05 44.77 44.77 60.50 PAGE: A MATERIAL: SCH.40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 1.049 2.00 5.00 2.00 5.00 0.00 0.00 0.00 0.00 1.00 0.50 0.30 .1.00 6.00 5.00 9.00 0.00 1.610 4.00 8.00 2.00 9.00 0.00 0.00 0.00 0.00 2.00 1.00 0.50 1.00 8.00 6.00 12.00 0.00 PAGE: B MATERIAL: SCH.10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 4.260 13.20 26.30 7.90 29.00 15.80 2.60 36.90 39.50 6.60 3.30 1.60 1.30 18.40 11.90 31.60 ' 0.00 DATE: 7/15/2008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 C:\HASS79\SUSHIITTO.SOF JOB TITLE: SUSHI ITTO U) H O 0 0 rn 0� H ow a o O 0 Static• 140.00 E E w w 00 0 ow 000 •mo o.- a 01 o a w @ H E q •-1 a-,4 a� a$4 ro ko 0 m H m -.i o 0 >r �I • cn U) CO > w 4 ai ri N rI N 0 0 0 0 0 O 0 O 0 0 0 O O O 1D v N �0..I CO W VH H 0 4 b. -low W g W m w o r: W a M -rl O 0 O 0 N . 0 0 0 op o 0 O b N 0 O 0 0 U) O 0 0 0 M M FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/15/2008 C:\HASS79\SUSHIITTO.SDF JOB TITLE: SUSHI ITTO WATER SUPPLY CURVE 144+ 0 I\ 132+ \ 1 \ 1 \ 1 \ 120+ \ \ \ 1 108+ \ \ X P 96+ R I \ E I \ S I \ S 84+ U 1 R 1 E I \ 72+ ( 1 \ • 1 S I \ I 60+ ) ' 1 48+ 36+ 1 \ \ \ \ \ \ \ \ \ 24+ LEGEND \ 1 11* I X = Required Water Supply it 1 100.06 psi @ 900.0 gpm II 12+ 11 1 0 = Available Water Supply II 1 138.81 psi @ 900.0 gpm II I II <-20.0 psi @ 10900 gpm Flow Test Point 0++-+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) FIRE A TUKW A A, A SYSTE SHING i O r SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UN 3E SHEET TITLE FA -01 SYSTEM I \ FO R MATT O FA -02 TYPICAL DETAILS - WRI\G A\D v1OU\TI\G FA -03 FRE ALA M SYSTEM FL00H PLA\ FA -04 SYSTEM CALC U LATI O \ S GE\EAL), SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) RED (JACKET) A ANNUNCIAT❑R TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATI❑N LIGHT TWD #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR. RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATI❑N TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM F 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 O.D. .0467 .210 0.0. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. LL NCH NCH NCH NCH NCH INCH N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NEPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPVENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE 'ERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g, FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLET- AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. - DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDLIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 1 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL - HZM - ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD Q LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY . IN FIELD SMOKE DETECTOR HFP-11 W/ SIEMENS �l (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING ® DUCT SMOKE p DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN HELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 w/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING Ec FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING L C FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING L FIRE ALARM STROBE (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. Q C FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM B b STROBE WP (WEATHERPROOF) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET O JUNCTI❑N BOX A.F.F. ABOVE FINISHED FLOOR F.B.O. F.B.❑. N/A F.B.O. F.B.O. N/A VERIFY I NI 1LD VERIFY IN FIELD N/A F.B.❑. FURNISHED BY OTHERS N/A NAA 0 d d N/A NOT APPLICABLE N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A Without CNrnents As Noted In Red Per i he F tnned Letter N/A N/A i nese plans have been reviewed by The Tukwila Fire P��((evention Bureau for conformance with current city s'ta/tklards. Acceptance is 6iectto errors and N/A omissions which do not authorize violations of adopted WP WEATHERPROOF DEVICE N/A *wards and orainancell Ale responsibility for the adequacy of design rests totay with the designer. Additions, deletions or revisions to these drawings atter RED AS BUILT ADD OR CHANGE N/A hJ date will void this -acc�joance and will require a res bmittai of revised drat rn s for subsequent ap f 61 I. NOTICE A completed, signed, Tukw'I Fire Department Pre-test 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 1 RELEASE/REVISIONS z Q LU DESCRIPTION SHOP DRAWINGS uJ 0 CO 0 LO u) 0 z C C Certificate must be presented:' to the Inspector prior to GREEN AS BUILT REMOVE BLUE AS BUILT NOTES TO CAD N/A N/A acceptance is subjeft)S field test and lnspec Q by The Tukwila Fire Prevention ureau. commencement of Acceptar c Testing of any Fire Alarm etection Systems. Failure of test will result in a Re -inspection Fee and TUKWILA FIRE DEPARTiv. . Please call: 575.4402 and give this job No. 00 and exact address for shut' down or restoration approv)t CV--C(Ci"&"715 57/2-06&' V-4, 30 co< termination of the testing. JUN 1.12008 Tukwila Fire 4"ta-COW Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved Ep-0 SCALE: 1/8” = 1 W >ffi N DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: \LOB NUMBER: SHEET SFA-01� THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND . ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR IF PREVIOUS ADDRESSABLE DEVIL E4924. - 0 DUCT DETECTOR LOCATION END OF LINE DEVICE(3.6K 1/4W) IX SWITCH GROUND O © HTRI—R OSTATUS LED CO 0 N.O. r- 0 0 COM N.G. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 © TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE L + NOTE 11 VOLTAGE MAX, - CURRENT MAX. - CONT. RES, MAX, - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE- OUTLET SAMPLING .\ TUBE INLET SAMPLING \,\ TUBE AT LEAST SIX DUCT WIDTHS FROM BEND "( TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE MUSIC —4 -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE So) STOP IF LAST DEVICE {(+) FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE END OF LINE DEVICE (3.6K 1/4W) 0 N 0 / / SUPERVISED / SWITCH / RELAY CONTACTS i (4.OA @ 125VAC) GROUND ' (4.OA @ 30VDC) 27 VDC 3.5 rnA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0,02uF 0.04uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC, TO GUARANTEE DETECTI❑N. 0 TB1 5 5 0 0 0 0 123456 TB2 C D 0 0 1 6 5"4 3 2 1 0 d- HTRI—D OSTATUS LED CO 0'. m (0 0 NOT USED END OF - LINE DEVICE 3,6K 1/4W) 0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC e O 0 0 PAD -3 0 00 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+1- 1 2+2- 2 NC C NO + - + - + - + - + - 0 m o 619_..Q* 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE NAC -4 ?NAC -3 NAC -2 NAC -1 `- UPERVISED 1 SWITCH r ( FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP .L. FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 0 470 OHMS �NI EOL 0 0 INPU N (+M-) 9 9 TEM -1 O op ao cite! 7 ti000 0 0 0 CQQO TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL EARTH GROUND -).(+)TO NEXT DEVICE OR –>-(-) STOP IF LAST DEVICE FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP <VOICE CIRCUIT) ('V' CABLE) SALE: NOW u STROBE SPEAKER (STROBE) (STR❑BE) SPEAKER (+) SPEAKERISTRCBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY R E 80" A.F.F. 4S DEEP BOX W/ 1-1 /2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE:NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE ❑R END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERATIIN TEMPERATU E: +32' F (0' C TO 100' F 38' C) HUMIDITY: O-9 Z RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE f DATA IN ( ) >— S` DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW TO NEXT DEVICE(— > ( ) DATA OUT > (+) DATA OUT Jj HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID —\. CEILING HARD LID SPEAKER SUPPORT TILE BRIDGE ---- 4" SQUARE DEEP BOX ----- /---,, WITH 1-1/2" EXTENSION N. CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTION BOX— MOUNTED ON CEILING FLEX \ JUNCTI❑N BOX ------ MOUNTED AGAINST CEILING SUPPORT O O O O IL TO NEXT DEVICE CADDY BAR •101<i=if SMOKE DETECTOR------ SMOKE ETECT❑R— SMOKE DETECTOR MOUNTING SCALE:NONE "--- SUSPENDED ILLUMINATED CEILING DO NO I\ST ADDRESSABLE DEVICES v NT PREFROGRAV DEVICES ADD IL MED WITH KESS. L R TIAMIG Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved r'0 CO 0\ 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS w 5/15/08 F- < D z z 0 J 0 J cio 00 ma; cc 0 LL] 1- O 0 I W, UZ - - 2 Iitcp OC =S0 r j) T r o� J Ci) CC op N ~ Fm. W 0 0 0 SCALE: 1/8" =1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER: SHEET FA -02,, ,} 2C-3-2 110cd L ! I IQ 01— ! — — ! 2S 2C-3-1 ; 110cd / Ir 2S 2C-3-5 110cd X11' ----- 1 ; r r r r - I, I - -r rI ;r r�1 === /� oLue! COVER,/ N. `a ;:. i J-1_-- --�f�rHti i S 2A-1-9 110cd EOL 2A-1- \\ 1 1 1 111 1 2C-3-4 110cd NORTH 1: SUSHI ITTO WESTFIELD SOUTHCENTER MALL i 2C-3-3 '-\5cd SCALE 1I8°=1' / • r. i /'� 2S,2V- -as 2V- 2C - 1F V2( 2C - V2 �1 AG NOTES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE, FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALL ATI❑N SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI-D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM, FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL, FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. DO X10- INSTAL_ ADIIIRESS,4BLE 1NVTIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDHSS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved ca 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 (1) Z 0 LLJ W U) a w W REV. BY: Z Q z 0 3- E U Li] 0 SHOP DRAWINGS DATE 5/15/08 J CO C° 00 CC CC) 0wZ w1 --p w Oz 2 CC m_ = SoQ < C/) 'y" 7-i CV SCALE: 1/8"=1 W N W DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE:6/05/08 BACKROUND PLAN PROVIDED BY: 1.06 NUMBER: (• SHEET FA -03 NORTH SUSHI ITTO WESTFIELD SOUTHCENTER MALS SCALE 1132"=1' RISER DIAGRAM SYSTEM CALCULATIONS ATTERY SIZING CALCULATION SUSHI ITTO Notification Appliance Circuit Detail SUSHI ITTO. FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations WESTFIELD SOUTHCENTER MALL Panel: SUSHI ITTO Wire Resistance 1:62 Date: June 10, 2008 CURRENT TOTAL= 64 Current Load: CIRCUIT: S1 Standby: Alarm: Current Load: Standby: Alarm: QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Device Type Qty Amps Total Amps Total 0 Device Type Qty Amps Total Amps Total SET -MC @75CD HFP-11 0 0.0022 0.0022 0.0023 Total Device Load, Amps (I) 0.06 0 SET -MC @110CD 233 0 _ AD2-P (Total Cct Load) 0.0635 0.0635 0.064 0 Main System Board 1 0.03 Voltage Drop ( E) 0.03 0.030 0.030 445 HTR -R 0.009600 0.0096 0.021 (E= I * R) SET -MC @15CD SET -HMC @135CD 1 0 0.064 0.064 HTRI-D 20.36 0 0.001600 445 0.0035 SET -MC @30CD (20.4 - E) 0 0.098 64 0 ICP -B6 0.005 0 SET -MC @75CD 98 0 0.175 0 SET-MC-CW@110CD 233 0 SET -MC @110CD DEVICES= 1 0.233 64 12 191 20.36039424 64 Notification Appliance SET HMC-C@115CD Circuit Detail 0.318 WESTFIELD SOUTHCENTER MALL Panel: SUSHI ITTO Wire Resistance 258 SET -HMC -C@135 -CD Date: June 10, 2008 CURRENT TOTAL= 1.8 0.318 CIRCUIT: SPEAKER CIRCUIT 0.0731 Amps Amps SET HMC-C@185CD QTY Device Type Alarm Current Alarm Total 0.445 Wire Length Voltage at EOL Circuit Total 1 70.7V1/8 1.8 1.8 Total Wire Resistance (R) 0.064 0 Standby Current Load: 0 0.0731 Amps For 24 Hours = 1.754 Amp -hours ( WL * 2 )* (Rift) ZR -MC @3OCD 0 � __.. 0 0 0Total 0 0.098 Device Load, Amps (I) (Total Cct Load) 0.00 0 HCP 0 0 0 0.0015 Alarm Current Load: Voltage Drop ( E) 0.00 Amps For 5 Minutes= 0 Amp -hours (E=I*R) 0.03 Amps 0.094 Amps 0 EOL Voltage 20.40 0 0 0 25% Derating= 2.193 Amp -hours 0 Standby Current Load: 0 0.03 Amps For 24 Hours = 0.720 Amp -hours DEVICES= 1 TOTAL mA= 1.8 14 191 20.39822599 1.8 Alarm Current Load: 0.094 Amps For 5 Minutes= 0.008 Amp -hours Total System Current Load: 2.193 Amp -hours 25% Derating= 0.910 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.910 Amp -hours Battery Pair to be Used: 1I2VDC I Amp -hours 7AH ATTERY SIZING CALCULATION VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS REV. BY: NVI Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL Panel: SUSHI ITTO Wire Resistance 1:62 Date: June 10, 2008 CURRENT TOTAL= 64 CIRCUIT: S1 QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Total Wire Resistance (R) 0.62 0 SET-MC@30CD 98 0 ( WL * 2 ) * (R/ft) 0 SET -MC @75CD 175 0 Total Device Load, Amps (I) 0.06 0 SET -MC @110CD 233 0 _ (Total Cct Load) 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E) 0.04 0 SET-HMC-C@177CD 445 0 (E= I * R) 0 SET -HMC @135CD 318 0 EOL Voltage 20.36 0 SET -HMC @185CD 445 0 (20.4 - E) 0 Z-MC@15CD 64 0 ( 0 Z-MC@30CD 98 0 0 SET-MC-CW@110CD 233 0 DEVICES= 1 TOTAL mA= 64 12 191 20.36039424 64 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: SUSHI ITTO Wire Resistance 258 Date: June 10, 2008 CURRENT TOTAL= 1.8 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 70.7V1/8 1.8 1.8 Total Wire Resistance (R) 0.99 0 0 0 ( WL * 2 )* (Rift) 0 � __.. 0 0 0Total 0 Device Load, Amps (I) (Total Cct Load) 0.00 0 0 0 0 Voltage Drop ( E) 0.00 0 0 0 (E=I*R) 0 0 0 EOL Voltage 20.40 0 0 0 0 0 0 DEVICES= 1 TOTAL mA= 1.8 14 191 20.39822599 1.8 VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS REV. BY: NVI DESCRIPTION SHOP DRAWINGS DATE 0 cin 0 w w C/) E w z w C/) O U J 0 w F-- >•- SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: `J0B NUMBER: SHEET FA -04 TOLCO FIG, 98' UNIVERSAL SWAY ' BRACE FITTING TYPICAL HANGER LENGTH! 1' AND 11P PIPE=1'-7' (AT 16'-0' AFF ELEVATION) 1t' PIPE=1'-6$' SEE PLAN FOR ALL OTHER LENGTHS ARGCO #3B OFFSET .1 '•' 3/8 X 3-1/2 LAG SCREW FOR WOOD 1/4' KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BARJOIST OR STEEL BEAM 1/2' MIN 1' SCH 4 TOLCO FIG, 980 UNIVERSAL BRACE FITTING )¢` KWIK BOLT KWIK BOLT 5 DEG. MIN, TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TOLCO FIG, PIPE CLAMP 45 DEG. MIN, TOLCO FIG. 1001 FAST CLAMP KWIK BOLT 3/8'x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT HILTI KWIK BOLT TZ ANCHOR ICC REPORT #ESR -1917 MIN OF 3,000 PSI CONCRETE MIN 3 1/4' CONCRETE OVER MAX 3' METAL DECK 3/8' ANCHOR w/20# TORQUE: TENSION=395#, SHEAR=750# 1/2' ANCHOR w/40# TORQUE: TENSION=440#,SHEAR=750# TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 — FOR 1" AND 1-1/4" PIPE AND HANGER TYPE 2 — FOR 1-1/2" AND 2" PIPE AND HANGER 1 1/2" BRANCHLINE --1'-0 "FLEXHEAD" FLEXABLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE BRANCHLINE WHERE LENGTH OF ALL THREAD ROD —L EXCEEDS 1'-10' ADD SECOND RESTRAINT TOLCO PIPE CLAMP FIG. 4A (2t• PIPE AND LARGER) FIG, 4 (2' PIPE AND SMALLER) LONGITUDINAL BRACE NTS HANGER RING (UP TO 2' PIPE) COUPLING THREADED ROD ADJUSTABLE HUB MOUNTING BRACKET LATERAL BRACE (2' PIPE & SMALLER) NTS LATERAL BRACE (2V PIPE & LARGER) NTS LINE RESTRAINT DETAIL SYMBOL =X NOTE! 1) SPACE WITH IN 6' OF A HANGER EVERY 42'-0'. 2) BRACING PER NFPA-13(2007 ed,) SECTIONS 9,3,5,8.8, TABLE 9,3,5,8,8(c) AND 9.3.6-RESTAINT OF BRANCH LINES PIPE ROD SIZE DIA I' 3/8' 1.25' 3/8" 1.5' 3/8' 2' 3/8' 2.5" 3/8' 3' 3/8' 4' 3/8' 6' 1/2' 8' 1/2' 04/2007 BOLT LGTH 7' 7' 7' 7' 7' 7' 7' 7' 7' IMBED DEPTH 2 I/4' 2 1/4' 2 I/4' 2 I/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4" HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY CEIUNG A COSCO STANDARD HANGER 1 13 MDLH OFIGURE 25 SURGE RESTRAINER ®n FOR STEEL OR CPVC PLASTIC PIPE TYPICAL DROP TO SPRINKLER HEAD TYPICAL DROP TO SPRINKLER !HEAD IN AC BRANCHUNE r X DROP (SEE PLAN) 1' X ARMOVER (SEE PLAN) Without Comments As Noted In Red Per The Attached Letter fa r 1 nese plans have been reviewed by The Tukwila Fir Prevention Bureau for conformance with current city standards. Acce.ptsnce is t..ubiect to errors and emissions which do not authorize violations of adopt€ • tandtlras and ordinances. T►u: responsibilirty for the uacy of design rests totally with the designer. Adciitions, deletions or revisions leo these drawings a , r !is date wili void this acceptance and will require a ' .;subrnittai of revised drawings for subsequent appr• al. 1" X i2AD,NS7ABLF[Nerr GYP BOARD CEILLNGS SPRINKLER PIPING PLAN SUSPENDED CEIUNG =incl acceptance is subject to field test and inspectio by x .I..he Tukwila Fire Prevention Bureau. Date: O By:(..._ 7106) ARMOVER DETAIL FOR SPRINKLERS ABOVE AND BELOW CEILING GENERAL NOTES DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA FIRE DEPT. REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED, 3. PIPE! ALL PIPE 2' AND LARGER TO BE SCHEDULE 40 BLACK STEEL, ALL PIPE 2i' AND LARGER TO BE SCHEDULE 10 BLACK STEEL. 4, FITTINGS! ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE STAR BRAND DUCTILE IRON. 5, PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS, 6. ALL ELECTRICAL WIRING AND CONDIUT IS BY OTHERS. 7. ALL WELDING TO CONFORM WITH AWS D10.9 AND WILL BE PERFORMED IN C❑SC❑'S SHOP, 8. IT IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER SYSTEMS HEATED TO A MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OF PIPES. 9. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING L❑ADS, NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING L❑ADS, 10. COSCO - ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTI❑N SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION, 11. UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PROVIDE COSCO WITH THE PROPER CERTIFICATE OF DOING S❑ BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE, 10, SPRINKLER HEADS ARE DESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1- 1'). 11. ALL DIMENSI❑NS ARE TO CENTERLINE OF PIPE. FUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 0E3-5 2 -622 --- and exact address for shut. down or restoration aporovai, LT L FIRE SPRINKLER SYMBOL LEGEND KEY PLAN o ce fu1u;r CIAil. LONGITUDINAL SWAY BRACE NORDSTRO 1 LATERAL SWAY BRACE 4F,�_ sv, r.t --atetor=s ®w — VA M - BRANCHLINE RESTRAINT PIPE HANGER PIPE ELEVATION AFTER FLOOR 'AS OF: Apr 16, 21%0 CEILING ELEVATION AFTER FLOOR HYDRAULIC NODE CONCEALED SPRINKLER UPRIGHT ABOVE CONCEALED SPRINKLER EAST RISER ROOM -PLAN VIEW TENANT SPACE Woattlek1 LLC,_- ADDRESSPLAN Southcentor REVISIONS NO. DESCRIPTION DATE RESUBMIT AS-BUILTS AND CALCULATIONS BY 7-15-08 TNR SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE NPT K -FACT. HEAD FINISH RELIABLE MODEL G4A QR CONCEALED PENDENT RELIABLE MODEL FI FR QR SSU ABOVE CEILING R5415 1/2' 1/2' 5.6 BR FINIH BL TEMP. 165° R3625 1/2' 1/2' 5.6 BR N/A 155° QUAN. 13 6 00 APPROVALS BY: CITY OF TUKWILA TOTAL SPRINKLERS THIS SHEET 19 .•O l o. •oo 0 0®°• •o0 ti9 ®•• Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 15000 Woodinville -Redmond Rd NE Woodinville, Washington 98072 call (425) 686-8300 • fax (425) 827-4784 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE www.coscofire,com License No: COSCOFP 11 ONM PROJECT: SUSHI ITTO 633 SOUTHCENTER PKWY TUKWILA, WA. 98188 05-31-08 DRAWN BY : T.N.RHODES CONTRACT WOH: AnCor 831 JAMES STREET 2ND FLOOR SYRACUSE, NY. 13203 JOB 1 5KS7954 SHEET NO, 1 oft ARGCO #3B OFFSET TYPICAL HANGER LENGTH 1' AND 1 ' PIPE=1'-7' (AT 16'-O' AFF ELEVATION) 1$' PIPE=1'-6$' SEE PLAN FOR ALL OTHER LENGTHS I/2' MIN 1 1/2" BRANCHLINE 3/8 X 3-1/2 LAG SCREW FOR WOOD 1/4' KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BARJOIST OR STEEL BEAM TOLCO FIG. 65 C -CLAMP ' KWIK BOLT KWIK BOLT 1'. SCH 4 5 DEG, MIN. TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TELCO FIG. PIPE CLAMP 45 DEG, MIN, TOLCO FIG. 1001 FAST CLAMP KWIK BOLT 3/8'x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT RETAINER STRAP, NUT WHERE LENGTH OF ALL THREAD ROD -' EXCEEDS 1'-10' ADD SECOND RESTRAINT HILTI KWIK BOLT TZ ANCHOR ICC REPORT #ESR -1917 MIN OF 3,000 PSI CONCRETE MIN 3 1/4' CONCRETE OVER MAX 3' METAL DECK 3/8' ANCHOR W/20# TORQUE: TENSION 395#, SHEAR=750# 1/2' ANCHOR W/40# TORQUE: TENSION=440#,SHEAR=750# TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 — FOR 1" AND 1-1/4" PIPE AND HANGER TYPE 2 — FOR 1-1/2" AND 2" PIPE AND HANGER "FLEXHEAD" FLEXABLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE BtANCHUNE-'— TOLCO PIPE CLAMP FIG. 4A (2#' PIPE AND LARGER) FIG. 4 C2' PIPE AND SMALLER) HANGER RING (UP TO 2' PIPE) THREADED ROD ROD COUPLING THREADED ROD ADJUSTABLE HUB LONGITUDINAL BRACE NTS LATERAL BRACE (2' PIPE & SMALLER) NTS LATERAL BRACE (23i' PIPE & LARGER) NTS LINE RESTRAINT DETAIL SYMBOL = NOTE: 1) SPACE WITH IN 6' OF A HANGER EVERY 42'-0', 2) BRACING PER NFPA-13(2007 ed,) SECTIONS 9.3.5.8.8, TABLE 9,3,5.8,8(c) AND 9,3.6—RESTAINT OF BRANCH LINES PIPE ROD SIZE DIA I' 3/8' 1 1/4' 3/8' 11/2' 3/8' 2' 3/8' 2 1/2' 3/8' 3' 3/8' 4' 3/8' 6' 1/2' 8' 1/2' HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 04/2007 r COSCO STANDARD HANGER 1 2 PIPE ROD SIZE DIA 3/8' 1.25' 3/8' 1.5' 3/8' 2' 3/8' 2.5' 3/8' 3' 3/8' 4' 3/8' 6' 1/2' 8' 1/2' 04/2007 BOLT LGTH 7' 7' 7' 7' 7' 7' 7' 7' 7' IMBED DEPTH 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 I/4' 2 1/4' 2 1/4' HILT: FIG LH OR TOLCO FIG 200 HANGER RING 0 COSCO STANDARD HANGER 1 13 MDLH TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS ' DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY O FIGURE 25 SURGE RESTRAINER ® 61 FOR STEEL OR CPVC PLASTIC PIPE MOUNTING BRACKET \ TYPICAL DROP TO SPRINKLER HEAD TYPICAL DROP TO SPRINKLER HEAD IN AC TILE CEILINGS GENERAL NOTES DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA FIRE DEPT. REQUIREMENTS, 2. ALL .MATERIALS SHALL BE NEW AND U,L, APPROVED.. 3. PIPET ALL PIPE 2' AND LARGER . TO BE SCHEDULE 40 BLACK STEEL. ALL PIPE 2i' AND LARGER TO BE SCHEDULE 10 BLACK STEEL. 4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE STAR BRAND DUCTILE IRON, PAINTING OF PIPE AND PROTECTION OF SPRINKLER . HEADS FROM PAINT IS BY OTHERS, ALL ELECTRICAL WIRING AND CONDIUT IS BY OTHERS, ALL WELDING TO 'CONFORM WITH AWS D10.9 AND WILL BE PERFORMED IN COSC❑'S SHOP. IT IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER SYSTEMS HEATED TO. A. MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OF PIPES, IRE SPRINKLER SYMBOL LEEN9 LATERAL SWAY BRACE 9. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN DN THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS, 10. COSCO ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING , FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO FIRE PROTECTION. 11. UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PR❑VIDE COSCO WITH THE PROPER CERTIFICATE OF DOING SO BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE. 10. SPRINKLER HEADS AREDESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1— 1'). 11, ALL DIMENSIONS ARE TO CENTERLINE OF PIPE, BRANCHLINE RESTRAINT PIPE HANGER PIPE ELEVATION AFTER FLOOR CEILING ELEVATION AFTER FLOOR HYDRAULIC. NODE PENDENT/CONCEALED SPRINKLER Without Comment -8 As N.o •ed In RLd Per The Attached i.Et`'cr TUKWILA FIRE DEPARTME Please call: 575-440Z and give this job No,��"S�a41 and c act address for shuts Down or• restoration approval, nese plans h:O o.-., `,.,-•;; t , ,! f:tl- `''i tLL e Prevention standards.. h•r:'.± <=c:;.. , ,_. omissions tidii!!;f`i CJ,.n,: - :7'':r stancsra:, adeglu.;)' _,i :.c:,..i' it Iz. 'Additions, !131, ;tan: SX this date vt,;l; .,-,, ± °; I . :rl_y^,cf ar,;, 1'/ { : , resubm t:al of re r'�-.r' I li,,.. 11,r''�;'lit">� l:!':5411.i:i4?i;t}/';?;? ib?�%p<)`•i' . ( 1 Final accept!. -r:7:• f? i �!i frr Fri trY,: t L>n,.1 It1:"r!,. -,Uo I) The Tukwila Fifai"-. a ;'(a;.... -Jr, /;:..rc• r�. ! V =1SF1NKLE PIPFN PLAN FILE COPY KEY PLAN NG_SCAL NORDSTROM nuunn, n"n","mr WEST RISER ROOM -PLAN VIEW TENANT SPACE W,t1kW-.LLC - ADDRESS FLAN Soulhcontor REVISIONS NO. DESCRIPTION DATE BY SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE NPT K•FACT. HEAD FINISH RELIABLE MODEL G4A QR CONCEALED PENDENT R5415 • 1/2' 1/2' 5.6 BR PLATE FINISH TEMP. QUAN. BL 165° 13 APPROVALS BY: CITY OF TUKWILA TOTAL SPRINKLERS THIS SHEET 13 .•0 0 0 0•. ••0 000•• ••00•• 00 .'® . co •• COSCO Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 15000 Woodinville -Redmond Rd NE Woodinville, Washington 98072 call (425) 686-8300 • fax (425) 827-4784 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE www.coscofire.com License No: COSCOFP11ONM SUSHI ITTO .web s c r7 #mac i3 TUKWILA, WA. 98188 CONTRACT WITH: AnCor 831 JAMES STREET 2ND FLOOR SYRACUSE, NY. 13203 2008 "Tukwila Fire DRAWING TITLE FIRE SPRINKLER TENENT IMPROVEMENT DATE : 05-31-08 DRAWN BY : T.N.RHODES JOB '5 KS 7954 SHEET NO. l oft /0\