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HomeMy WebLinkAboutPP - 230 STRANDER BLVD - CHEESECAKE FACTORY - PERMITS AND PLANS230 STRANDER BLVD ASSOCIATED PERMITS 13-S-166 07-F-182 07-F-220 07-S-197 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: The Cheesecake Factory 230 Strander BI Permit No.: 07-S-197 Date: August 16, 2007 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 20' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • 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. All references are NFPA 13, 2007 Edition. CORRECTION NOTICE/REINSPECTION FEE /41C/Re/vi' Inspector: riti-75.71-Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marsha1Ea7,tukwilawa.gov Business Name:/ , / ��,r0ey lei /`'��J Type of Inspection: NC/POW Location Address:230 ' t 1ll,lik4 Date : ON/ 9 Contact Person : i. /l� A/44 r,, di/ Phone No. :' n6) r�16.-7300 ACTION REQUIRED : — 1(\ Ja 1 ' ,� Gl�s�7btati\ e � �Acoffe o2ZIL o, p /,i / M) -- ( gt/o .t s,c k Tot ,g6 rie- psi Coitit.:1-- 06'1" bt W iv es i06 o j/4 u�� • CI) ,t6 s f\.iC76c, ' (DA (A• CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : /?,SII P FAILURE TO C 1 PLY MA RESULT IN THE.,ISSUANCE OF A CRIMINAL CITATION/TICKET. Signature: Billin WM ailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinv Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 Po Box 3932 Seattle WA 98124-3932 208-2344700 Tel 206-244-1967 Fax Fire Com NW, Inc. Battery Calculation Work Sheet Project: Cheesecake Factory Fire Alarm System Project 230 — Strander Blvd Seatac WA 98188 This project consists of installing a new addressable fire alarm system. The building is fully sprinklered. This worksheet is for the new fire alarm control panel and the connected devices. Qty Part # and description Supervised Current mA Alarm Current mA 1 5700 Silent Knight FACP 200 325 1 5860 Annunciator 20 25 1 SD505-APS Add smoke det 0.55 0.55 7 SD500-PS Add pull stations 3.85 3.85 4 SD500-AIM Add input mod 2.2 2.2 7 SD500-ARM Add relay mod 3.85 3.85 4 GEC3 Horn strobes wall mt 15cd 0 664 1 GCC Hom strobes ceiling mt 30cd 0 124 1 GCC Horn strobes ceiling mt 75cd 0 190 7 GES3 Strobes wall mt 15cd 0 385 1 GES3 Strobes wall mt 30cd 0 63 1 .9' GES3 Strobes wall mt 75cd 0 112 6 GCS Strobes ceiling mt 30cd 0 606 2 GCS Strobes ceiling mt 75cd 0 334 1 WGEC Weatherproof horn strobe 0 133 Subtotal 230 2697 Total battery power hours x24 x.083 Subtotal 5520 249 Safety factor -10% +552 + 25 Total 6072 ma 274 ma Total Current Required 6346 ma or 6.4 amps Battery size used: 2ea - 12volt, 7amp The cheese Cake Factory Restaura Drawing Date:07/07/07 HYDRAULIC DESIGN INFORMATION SHEET Job Name: The cheese Cake Factory Restaura Location: 230 Strander Blvd. Tukwila, Washington Drawing Date: 07/07/07 Contractor: Cosco Fire Protection 1500 Woodinville/Redmond Rd. Ste. B-800 Woodinville, WA 98072 8/30/07 6: 9 Remote Area Number: 4 Telephone: 425 - 686-6300 Designer: Walter Yanez Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: TYPE V -B Occupancy:A2 Reviewing Authorities:Tukwila Fire Department SYSTEM DESIGN Code:# 13 2007 Hazard:ORD I System Type:DRY Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 5 sq ftl 0.150 320.0 sq ftl 100 gpm 150 gpm I Sprinkler or Nozzle Make: TYCO Model: ELOSW20 K-Factor:11.20 Temperature Rating: 200 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 541.7 psi Required: 122.4 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 130.0 psi 20.0 psi 8800 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: 10" FIRE LOOP AT WESTFIELD SOUTH Source of Information: SYSTEM VOLUME 175 Gallons Notes: SERVICE YARD The cheese Cake Factory Restaura Drawing Date:07/07/07 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref TOR 1 2-1/2" Grvd 90 Ell 1 Pipe 2'." 10x21 1 211" Grvd Dry Valve Reliabl "MOD A" 1 n" Grvd Butterfly Valve GLOBAL " " 1 2-1/2" Grvd Tee HYDRAULIC LENGTH C ID Required at Hyd Area 4 6' 100 12' 100 10' 120 10' 120 12' 120 Hydr Ref R1 1 6" Grvd 90 Ell 1 Pipe 6" 10x21 NW Pipe Hydr Ref R2 3 6" Flngd 90 Ell 1 Pipe 6" SSx21 1 Pipe 6" DIx18 DI CL 52 1 4" MJ Tee 1 6" Flngd Back Flow Val Hydr Ref R3 Water Source130.0 Elevation Change 11'6" 2.469 2.635 2.469 2.469 2.469 Required at BOR 14' 120 6.065 10' 120 6.357 Required at REF 100 Fixed Flow Inside Hose Allowanc 42' 120 6.065 10' 120 6.065 190' 140 6.590 20' 120 4.026 ve Ames "3000 CHART LOSS Fixed Flow Outside Hose Allow. Required at Source psi static, 20.0 psi residual @ 8800 gpm SAFETY PRESSURE 8/30/07 FLOW LOSS gpm psi 292 292 292 292 292 292 292 292 292 2.3 3.5 2.9 2.9 3.2 5.0 TOTALS 6: 9 97.8 psi 117.5 psi 0.1 0.0 292 100 gpm 392 0.3 392 0.1 392 0.6 392 0.9 392 3.0 150 gpm 542 542 gpm 117.6 psi 122.4 psi 129.4 psi Available Pressure of 129.4 psi Exceeds Required Pressure of 122.4 psi This is a safety margin of 6.9 psi or 5 % of Supply Maximum Water Velocity is 28.2 fps 6.9 psi The cheese Cake Factory Restaura Drawing Date:07/07/07 8/30/07 6: 9 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/IDA4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations The cheese Cake Factory Restaura Drawing Date:07/07/07 8/30/07 6: 9 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 150 8.83 11.20 18.4 48.0 48.0 0.15 151 8.80 11.20 19.4 49.4 48.0 0.15 152 8.75 11.20 25.9 57.0 48.0 0.18 153 8.72 11.20 34.8 66.1 48.0 0.21 154 8.68 11.20 40.4 71.2 48.0 0.22 E2 11.33 96.4 F1 8.69 43.8 F2 8.69 44.8 TOR 11.33 97.8 Max velocity of 28.16 occurs in the pipe from F1 TO F2 The cheese Cake Factory Restaura Drawing Date:07/07/07 8/30/07 6: 9 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 150 TO TOR (PRIMARY PATH) 150 48.00 1.610 C=100 48.00 0.114 9.32 18.4 18.4 K = 11.20 0.00 0.0 0.0 9.32 1.1 18.4 Vel = 7.64 151 49.39 1.610 C=100 97.39 0.423 15.21 19.4 19.4 K = 11.20 0.00 0.0 0.0 15.21 6.4 19.4 Vel = 15.50 152 57.00 1.610 C=100 154.39 0.993 8.98 25.9 25.9 K = 11.20 0.00 0.0 0.0 8.98 8.9 25.9 Vel = 24.57 66.10 2.067 1T 153 C=100 220.49 0.568 8.66 7.14 15.80 34.8 0.0 9.0 34.8 K = 11.20 0.0 34.8 Vel = 21.29 F1. 71.23 2.067 C=100 291.72 0.954 1.00 0.00 1.00 43.8 0.0 1.0 43.8 0.0 43.8 See PATH 2 Vel = 28.16 2.157 4E 41.70 44.8 44.8 F2 0=100 1T 26.35 -1.1 0.0 291.72 0.775 68.05 52.8 44.8 Vel = 25.86 2.157 1.76 96.4 96.4 E2 C=100 0.00 0.0 0.0 291.72 0.775 1.76 1.4 96.4 Vel = 25.86 TOR 291.72 97.8 K = 29.51 PATH 2 FROM HYDRAULIC REFERENCE 154 TO F1 71.23 1.380 1T 154 C=100 71.23 0.503 2.44 4.28 6.72 40.4 -0.0 3.4 40.4 K = 11.20 0.0 40.4 Vel = 15.43 F1 71.23 43.8 K = 10.76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) E E as o) rn 010 J w L% E cn aarn 0000 Ce) Q I: ai O O aha ab :v_ �oc-o8 • 0. 250 gpm hose • • N O 000 r r 4 10 I� W 0 t0 10 10 0 0 0 ch O O M The Cheese Cake Factory Restaurant (REVISED) COSCO JOB: 25WC1023 ALL MATERIAL TO BE U.L. LISTED A. PIPE: 1. Overhead Piping for Wet systems to be Schedule 40 Black for sizes 1" to 2". 2. Overhead Piping for Wet systems to be Schedule 10 Black for sizes 1-1/2" to 8". 3. In -building riser Underground piping to be Stainless Steel pipe. B. FITTINGS: 1. Star Class 125 Cast Iron Black Screwed Fittings. 2. Star Grooved Fittings, Mechanical Tees & Grooved Couplings. 3. Merit Welded Outlets Fittings. SPRINKLER HEADS: 1. Reliable Mod. G4A Concealed Quick Response Sprinklers under both ACT and hard lid Ceilings with White Cover Plate, 165° & '/2" Orifice. 2. Reliable Mod. F1FR Recessed Quick Response Sprinklers under both ACT and hard lid Ceilings with Chrome Escutcheon, 155° & Orifice. 3. Reliable Model GFR Up -Right and Horizontal Sidewall sprinklers in areas without Ceilings, brass Finish, 165° or 212° with 'h" Orifice. D. VALVES: 1. Global Butterfly valve with built-in tamper switch. 2. Reliable Model A Dry Pipe Valve with trim. 3. Watts Screwed Ball Valves for' h" to 2". 4. Reliable Mod. G, Swing Check Valve. 5. Milwaukee Supervised Slow -Close Supervised Butterfly for valves 2" and smaller. E. HANGERS: 1. Tolco Fig. 200 Pipe Ring. 2. Tolco Fig. 65 Beam "C" Clamp with Fig. 69 Retaining Strap. 3. Tolco Fig. 78 Threaded steel Deck Plates for max. 18 gauge metal deck. 4. Tolco Fig. 1000 and Fig. 4A Pipe Clamp and Fig. 980 Brace Attachment 5. Tolco Fig. 800 Adjustable Sway Brace Attachment to Steel. 6. Tolco Fig. 69 Retaining strap to Steel Beam. 7. Tolco Fig. 99 3/8" &'/z" all thread rod. F. MICS: 1. Potter VSR-F vane type flow switches with retard. 2. Potter UL/FM approved electric Bell 3. Hilti Fire Stop. 4. Potter PS -10 pressure switch. 5. General Air Compressor Model LT20033A, 1/3 PH with 10 gallon tank. 6. General UL/FM approved Air Maintenance Device Mod. AMD -2 State Pipe OffersAComplete Line Of Stee1,E1anges&Ethnga Listed below are some of the specifications and items stocked and distributed by State Pipe: Pipe Seamless ASME/ASTM A53B/API5LB/ A106B Welded - CW - ERW - DSAW A53B/API5LB & X A120/A53F & A Bllc & Galy. A252 Bore Casing Piling Fittings ASTM A234WPB ASTM A105 Malleable Iron - ASTM A197 Nipples A106 Seamless A53 Welded Swage - A105/A234 Tapes & Primers PVC Polyethylene TGF YGIII Couplings Merchant Steel API, Malleable Cast Iron Water Well Flanges (ASTM A105 150# to 2500#) Class Flanges AWWA C207 Water Well & Water Works Perforated Steel Casing Pump Column Tube & Shaft Assemblies Well Screen- Carbon - Stainless Steel AWWA Fabrication Mechanical Fittings Grooved Fittings & Couplings k T41 - Gaskets Spiral Wound Asbestos & Non -ASB Red Rubber Nut Bolt & Gasket Sets 193 -B -7's A307 -A320 Now You Know. They've changed. We've grown since 1949. Can you be sure others will match State Pipe's Inventory and Service? Give us COD a call. Our consistency tells the story. A.S.A. Pipe Schedules Headquarters (Los Angeles Areal Offices & Storage Yard 9615 S. Norwalk Blvd. Santa Fe Springs, CA 90670 310/695.5555 FAX 310/692-1054 800/733-6410 Storage Yard 2180 N. Locust St. Rialto, CA 92376 909/356-5670 FAX 909/356-9531 Northwest Division Offices & Storage Yard 18644 72nd Ave. South Kent, WA 98032 2061251.5250 800/426-4882 outside WA 800/422-6004 inside WA FAX 206/251-6178 Offices & Storage Yard 3508 N.E. 68th Vancouver, WA 98661 206/693-3650 800/471-7473 FAX 206/750-1364 800/471-4877 Panther Supply, Inc. (Div.) Offices 350 Greenborough, Suite 130 Houston, TX 77067 713/873-7800 FAX 713/873-7873 Offices Post Office Box 331714 Ft. Worth, TX 76163 817/263-9003 800/858-9997 FAX 817/294-1999 National Pipe & Casing (Div.) Offices 9615 So. Norwalk Blvd. Santa Fe Springs, CA 90670 310/699-9900 FAX 310/699-6999 NOM Pipe Size Out- Side Dia. UPPER FIGURES -- NOMINAL WALL THICKNESS LOWER FIGURES -- WEIGHT PER FOOT --POUNDS Inches Inches Sch 10 Sch 20 Sch 30 Std. Wel_ght Sch 40 Sch 60 Extra Strong Sch 80 Sch 100 Sch 120 Sch 140 Sch 160 Double Extra Strong 1/8" .405 .068 .24 .068 .24 095 31 .095 .31 STANDARD WEIGHT LIFT SCHEDULE 21' U N SIZE PCS. FOOTAGE 1/8' 440 8820' 1/4" 240 5040' 318" 180 3780' 112" 120 2520' 84 1764' 314" 60 1260' 1" 1-1/4" 42 882' 1-1/2" 36 756 2" 26 546' 18 378 2 3"2" 14 294' 3-1/2" 11 231' 4" 10 210' 5.. 8 768' 6" 7 147' 8" 5 1 05 ' 7/4` 540 .-. 088 42 .088 42 179 54 119 .54 3/8"675 .-- .05 577 .09157 .57 126NOM. 744.74 .74 712" .840 --- 109 85 109 .851 14 i D9 147 1 09 3 8 1 294 1 3/4" 1.050 --- 113 113 113 1 13 154 1.47 154 1.47 219 1. 9 94 2.44 1" 1.315 109 1 40 133 1 68 13317 168 . 2 17 2 17 250 2 84 358 3.66 7-1/4" 1.660 109 1 81 -. 140 2.27 .140 2.27 191 3.00 191 3 003 0 3 76 382 216 5 21 1-1/2" 1.900 .109 2.09 .- .145 2 72 745 2.72 200 3 63 200 3 63 287 4.86 400 6 41 2" 2.375 109 2 64 -. 154 3 65 54 365 218 5 2 2 8 5 02 344 7 46 436 9.03 2-1/2" 2.875 120 3.53 203 5 79 203 5 79 376 7 66 .276 7 66 .375 10 01 552 13 70 3" 3.500 120 4 33 .216 7 58 216 7.58 . 300 10 25 .300 10 25 .438 14.31 600 18 58 3-1/2" 4,000 .120 4.97 226 9 11 .226 9.11 318 12.51 .318 12 51 4" 4.500 '120 5.61 237 10.79 237 10,79 .337 14.98 .337 14,98 438 18.98 531 22.52 674 27.54 5" 5.563 134 7.77 258 14.62 .258 14.62 .375 20 78 375 20 78 .500 27.04 .625 32 96 750 38 55 6" 6.625 .134 9 29 .280 18 97 .280 78 97 432 28 57 432 28.57 562 36 42 .719 45 34 864 53.16 8" 8.625 250 22.36 .277 2470 .322 28.55 .322 28.55 .406 35 66 500 43 39 .500 43.39 .594 50.93 719 60.69 812 67 79 906 74 71 875 72 42 10" 10.750 350 28 04 307 34 24 365 40.48 .365 40 48 .500 54.74 .500 54 74 594 64 40 719 77.00 .844 89 27 1.000 104 13 1 125 115 65 12" 12.750 250 33.38 .330 43.77 .375 49.56 406 53.56 -562 73 22 .500 65 42 688 88 57 .844 107 29 1 000 125 49 1.125 139.68 1 312 160 33 14" 14.00 250 36.71 .312 45.68 375 . 54.57 375 54 57 438 63 37 594 85.01 500 72 09 750 106 13 .938 130.79 1 094 150.75 1.250 170.22 1 406 189.15 16" 1600 .250 42.05 312 52 36 .375 62 58 -375 62 58 500 82.77 .656 107.54 .500 82 77 844 136 58 i 031 164 86 1 219 192 40 1 438 223 57 1.594 245 22 18" 18.00 250 47.39 .312 59.03 438 82.06 .375 70 59 562 104.76 750 138 17 500 93.45 .938 170.84 1 156 208.00 1.375 244 14 1.662 274.30 1 781 308 55 20" 20.00 250 52.73 375 78.60 .500 104.13 .375 78 60 594 123.06 .812 166 50 .500 104 13 1031 208.92 1.281 256 15 1.500 296.37 1.750 341 70 1.969 379.14 22" 22.00 350 58 07 .375 86 61 500 114 81 375 86.61 .875 197 42 .500 114 81 1.125 250.82 1 375 302.88 1 625 353.61 1 875 403.01 2 126 451 07 24" 24.00 .250 63 41 .375 94.62 562 140 80 .375 94.62 .688 171.17 .989 238.29 .500 125.49 1 219 296.53 1.531 367.45 1 812 429.50 2.062 483.24 2 344 542.09 26" 26.00 312 85.60 .500 136.17 375 102 63 .500 136.17 28" 28.00 .312 92.26 .500 146.85 625 182.73 .375 110.64 .500 146.85 30" 30.00 312 98.93 .500 157 53 .625 196.08 .375 118.65 500 157.53 32" 32.00 .312 105.59 500 168.21 .625 209 43 .375 126,66 .688 230.08 .500 168.21 34" 34.00 .312 112.25 .500 178.89 .625 222.78 .375 - 134.67 .688 244.77 .500 178.89 36" 36.00 .312 118.92 500 189.57 .625 236.13 .375 142.68 .750 282.35 .500 189.57 38" 38.00 .375 150.69 .500 200.25 40" 40.00 .375 158.70 .500 210.93 42" 42.00 .375 166.71 .500 221.61 48" 48.00 .375 190.74 .500 253.65 State Pipe &Supply Co. 0 FITTINGS ,A Division of Star Pipe Products C.I. THREADED FITTINGS CAST IRON THREADED FITTINGS ARE UL, ULC LISTED AND FACTORY MUTUAL APPROVED FOR 300 PSI SERVICE. GRAY IRON PER ASTM A126 CLASS B. DIMEN- SIONS CONFORM TO ANSI B16.4 CLASS 125 EXCEPT PLUGS CONFORM TO ASME 816.14. THREADS ARE NPT PER ANSI/ASME 81.20.1. LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 B CAST IRON 90 DEGREE ELBOW ITEM CODE # NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS WEIGHT A B EACH PIECE 1 CB90033 300 1.50 1.50 0.95 1 1/4 CB90044 300 1.75 1.75 1.34 1 1/2 CB90055 300 1.94 1.94 1.80 2 CB90066 300 2.25 2.25 2.90 21/2 CB90077 300 2.70 2.70 4.75 CAST IRON RED. COUPLING NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSION WBGHT EACH A PIECE 1X1/2 CRC031 300 1.70 0.62 1X3/4 CRC032 300 1.70 0.80 CAST IRON RED. 90 DEG. ELBOW STRAIGHT ITEM CODE # NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS WEIGHT EACH PIECE A B 1X1/2 CB90031 300 1.26 1.36 0.64 1X3/4 CB90032 300 1.37 1.45 0.87 1 1/4X1/2 CB90041 300 1.34 1.53 0.96 1 1/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 1 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 1 1/2x3/4 CB90052 300 1.52 1.75 1.28 1 1/2X1 CB90053 300 1.65 1.80 1.51 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 2X1/2 C 890061 300 1.49 1.88 2.00 2X3/4 CB90062 300 1.60 1.97 2.05 2X1 CB90063 300 1.73 2.02 2.10 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X1 1/2 CB90065 300 2.02 2.16 2.60 Page 38 L__ CAST IRON NOMINAL SIZE (INCH) STRAIGHT ITEM CODE # MAX. WORKING P.S.I. TEE DIMENSIONS ITEM CODE # WBGHT EACH PIECE A B 1 CT333 300 1.50 1.50 1.21 1 1/4 CT444 300 1.75 1.75 1.87 11/2 CT555 300 1.94 1.94 2.51 2 CT666 300 2.25 2.25 3.96 21/2 CT777 300 2.70 2.70 6.45 A CAST IRON 45 DEGREE ELBOW ITEM CODE # NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS WEIGHT EACH PIECE A B 1 CB45033 300 1.12 1.12 0.84 1 1/4 CB45044 300 1.29 1.29 1.40 1 1/2 CB45055 300 1.43 1.43 1.80 2 CB45066 300 1.68 1.68 2.79 A CAST IRON PLUGS NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSION WEIGHT EACH PIECE A 1/2 CPL001 300 0.94 0.10 3/4 CPL002 300 1.07 0.17 1 CPL003 300 1.25 0.28 11/4 CPL004 300 1.36 0.44 11/2 CPL005 300 1.45 0.62 2 CPL006 300 1.56 0.91 FITTINGS A Division ofStele Pipe Products 1 p . . G.I. THREADED FITTINGS LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 CAST IRON NOMINAL SIZE (INCH) CROSS ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS WBGHT EACH PIECE A B 1 CX033 300 1.50 1.50 1.54 11/4 CX044 300 1.75 1.75 2.40 11/2 CX055 300 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 1 1/4X1 CX043 300 1.58 1.67 2.05 1 1/2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 Page 39 CAST IRON REDUCING TEE NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMB4SIONS WBGHT A B C EACH PIECE 1X1X1/2 CT331 300 1.26 1.26 1.36 0.95 1 X1 X3/4 CT332 300 1.37 1.37 1.45 1.10 1 X1/2X1 CT313 300 1.50 1.36 1.50 1.08 1 X3/4X1 CT323 300 1.50 1.45 1.50 1.18 1X1X1 1/4 CT334 300 1.67 1.67 1.58 1.52 1X1X1 1 /2 CT335 300 1.80 1.80 1.65 1.73 1 1/4X1 X1/2 CT431 300 1.34 1.26 1.53 1.17 1 1/4X1 X3/4 CT432 300 1.45 1.37 1.62 1.38 1 1/4X1 X1 CT433 300 1.58 1.50 1.57 1.47 1 1 /4X1 X1 1/4 CT434 300 1.75 1.67 1.75 1.80 1 1/4X1X1 1/2 CT435 300 1.88 1.80 1.82 2.05 1 1/4X1 1/4X1/2 CT441 300 1.34 1.34 1.53 1.37 1 1/4X1 1/4X3/4 CT442 300 1.45 1.45 1.62 1.54 1 1/4X1 1/4X1 CT443 300 1.58 1.58 1.67 1.65 1 1/4X1 1/4X1 1/2 CT445 300 1.88 1.88 1.82 2.21 1 1/4X1 1/4X2 CT446 300 2.10 2.10 1.90 2.55 1 1/2X1 X1/2 CT531 300 1.41 1.34 1.66 1.41 1 1/2X1 X3/4 CT532 300 1.52 1.37 1.75 1.65 1 1/2X1 X1 CT533 300 1.65 1.50 1.80 1.65 1 1/2X1X1 1/4 CT534 300 1.82 1.67 1.88 2.00 1 1/2X1X1 1/2 CT535 300 1.94 1.80 1.94 2.30 1 1/2X1 1/4X1/2 CT541 300 1.41 1.34 1.66 1.58 1 1/2X1 1/4X3/4 CT542 300 1.52 1.45 1.75 1.72 1 1/2X1 1/4X1 CT543 300 1.65 1.58 1.80 1.85 1 1/2x1 1/4x1 1/4 CT544 300 1.82 1.75 1.88 2.22 1 1/2x1 1/4x1 1/2 CT545 300 1.94 1.88 1.94 2.45 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 1 1/2X1 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 1 1/2X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 1 1/2X1 1/2X1 1/4 CT554 300 1.82 1.82 1.88 2.29 1 1/2X1 1/2X2 CT556 300 2.16 2.16 2.02 3.28 2X1X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 1/2X3/4 CT652 300 1.60 1.52 1.97 2.40 2X1 1/2X1 CT653 300 1.73 1.65 2.02 2.54 2X1 1/2X1 1/4 CT654 300 1.90 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 2X1 1/2X2 CT656 300 2.25 2.16 2.25 3.75 2X2X1/2 CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2X2X1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 CT667 300 2.60 2.60 2.39 5.10 Page 39 SD FITTINGS . A Division of Star Pipe Products GROOVED FITTINGS LPCS LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 MATERIAL SPECIFICATIONS: CAST FITTINGS: DUCTILE IRON ASTM A536 SEGMENTALLY WELDED FITTINGS: ASTM A53 OR A135 STANDARD WEIGHT EXCEPT E-9 IS SCH 10. FORGE STEEL FITTINGS: ASTM 234 WPB/ASA 816.9 AND ASTM A53 OR A135 FINISH: RUST INHIBITING ORANGE PAINT OR HOT DIPPED GALVANIZING PER ASTM A153. FLOW DATA: SEE TECHNICAL SUPPORT DATA PAGE 52. WORKING PRESSURE (PSI 1 1/4" - 3" 4" 5"- 6" 8" 10" 12" 14" - 18" 20"-24" 1000 750 700 600 500 400 300 250 r CtcE -� fi a w a SW = SEGMENTALY WELDED STEEL * FORGE STEEL DRAIN ELBOW HAS A STANDARD 1" FEMALE NPT OUTLET DRAIN ELBOW IS SCH 10 STEEL PIPE Page 10 E-1 90= ELBOW E- ELBOW 45 E-3 22 ELBOW 1/2" (sv,,, E-4 11 ELBOW 1/4° rsvd) E-9 DRAIN ELBOW , v. NOMINAL SIZE IN. (mm) CENTER to END IN. (mm) APPROX. WEIGHT EACH Lbs,0<c CENTER to END IN. (mm) APPROX. WEIGHT EACH Lbs.(Kc CENTER to END IN. (mm) APPROX. WEIGHT EACH Lbs.(Kc CENTER to END IN. (mm) APPROX. WEIGHT EACH Lbs.(Ko) CENTER to END IN. (mm) APPROX. WEIGHT EACH Lbs.(Kc 1 1/4 32 2.75 70 1.1 0.5 1.75 44 0.8 0.4 1.75 44 0.8 0.4 1.37 35 0.5 0.2 2.75 1.2 1.2 0.5 1 1/2 40 2.75 70 1.2 0.5 1.75 44 0.9 0.4 1.75 44 1.0 0.5 1.37 35 0.7 0.3 2.75 12 1.8 0.8 2 50 3.25 83 2.0 0.9 2.00 51 1.5 0.7 2.00 51 1.6 0.7 1.37 35 0.9 0.4 3.25 83 2.3 1.0 21/2 65 3.75 95 2.9 1.3 2.25 57 2.2 1.0 2.00 51 2.1 1.0 1.50 38 1.5 0.7 3.75 95 3.0 1.4 3 O.D. 65 3.75 95 3.1 1.4 2.25 57 1.9 0.9 N/A N/A N/A N/A N/A N/A 3 80 4.25 108 4.3 2.0 2.50 64 3.2 1.5 2.25 57 3.1 1.4 1.50 38 2.0 0.9 4.25 108 3.6 1.6 4 100 5.00 127 8.7 3.9 3.00 76 5.7 2.6 2.87 73 5.4 2.4 1.75 44 3.3 1.5 5.00 127 3.7 1.7 5 125 5.50 140 11.9 5.4 3.25 83 8.2 3.7 2.88 73 7.8 3.5 2.00 51 5.0 2.3 5.50 140 4.3 2.0 6 150 6.50 165 18.2 83 3.50 89 11.0 5.0 3.12 79 8.3 3.8 2.00 51 6.5 2.9 6.50 165 10.7 4.9 6.5150 165 ? 8° 3.50 11.2 N/A N/A N/A N/A N/A N/A 8 200 7.75 197 32.2 14.6 4.25 108 20.4 9.3 3.87 98 17.9 8.1 2.00 51 10.0 4.5 7.75 197 20.8 9.4 10 250 9.00 229 49.0 22.2 4.75 121 31.5 14.3 4.75 121 30.0 13.6 2.12 54 14.5 6.6 9.00 229 29.0 13.2 12 300 10.00 254 70.0 31.8 5.25 133 44.1 20.0 4.87 124 40.4 18.3 2.25 57 18.7 8.5 10.00 254 33.0 15.0 14 350 * 24.00 610 180.0 81.6 * 8.75 222 105.0 47.6 5.00 127 43.0 19.5 3.50 89 25.0 11.3 N/A N/A 16* 400 27.006 2290.0 * 10.0052.2 115 0 5.00 50.0 4.00 102 42.0 .1 N/A N/A 18 450 * 30.00 762 280.0 127.0 * 11.25 286 145.0 65.8 5.50 140 60.0 27.2 4.50 114 50.0 22.7 N/A N/A 20 500 * 33.00 838 350.0 158.8 * 12.50 318 180.0 81.6 6.00 152 70.0 31.8 5.00 127 65.0 29.5 N/A N/A 24 600 * 39.00 991 480.0 217.7 * 15.00 381 250.0 113.4 7.00 178 105.0 47.6 6.00 152 95.0 43.1 N/A N/A SW = SEGMENTALY WELDED STEEL * FORGE STEEL DRAIN ELBOW HAS A STANDARD 1" FEMALE NPT OUTLET DRAIN ELBOW IS SCH 10 STEEL PIPE Page 10 �' FITTINGS 1 A Division ofStar Pipe Products CtoE-+- MoeE-1-1 T-1 TEE END to END IN. (mm) NOMINAL SIZE IN. (mm) CENTER to END IN, (mm) APPROX. WEIGHT EACH Lbs.(Kc8 1 1/4 2.75 1.7 32 70 0.8 1 1/2 2.75 1.8 40 70 0.8 o 3.25 83 2.9 1.3 261/2 53 3.955 4.6 O.D. 3.55 4.6503 34.285 4 6.9 80 100 3.1 14 5.00 10.127 4 9 1525 5.50 17.8 152 60 6.50 25.0 11 15 11.3 6.5 O.D. 6.50 24.5 150 165 11.1 80 7.75 47 2.1 10 9.001.1 9.0 250 31.3 1.06 10.00 91.0 300 41.3 14 *11.00 151.0 350 279 68.5 16 *12.00 188.0 400 305 5.3 18 *15.50 263.0 450 3.3 8.625 20 * 17.25 339.0 500 438 153.8 24 * 20.00 473.0 600 508 214.6 GROOVED FITTINGS UB EtoE-= I * 150 LB STEEL FLANGE EWE� I • 1 1/4" - 12" 14" - 24" SW = SEGMENTALLY WELDED STEEL * FORGE STEEL LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 F-2 FLANGE NIPPLE(sw) NOMINAL SIZE IN. (mm) END to END IN. (mm) APPROX. WEIGHT EACH LbS.(Ka 1 1/4 32 4.00 102 2.8 1.3 1 1/2 4.00 3.2 40 102 1.5 2 4.00 5.2 50 102 2.4 21/2 4.00 8.0 65 102 3.6 r 3 4 000 1012 2 4 6.00 17.2 100 152 7.8 5 6.00 21.4 125 152 9.7 1506 6.00 152 26.0 11 8 6.00 38.4 200 152 17.4 1250 8.00 69.5 .5 12 8.00 91.0 300 27 1.2 K-1 GROOVED CAP NOMINAL SIZE IN. (rnm) ACTUAL PIPE SIZE IN, (mm) END to END IN. (mm) APPROX. WEIGHT EACH LbS.(Kg) 11/4 32 1.660 42.2 1.00 25 0.40 02 11/2 1.900 1.00 0.51 40 48.3 25 0.2 2 2.375 1.00 0.68 50 60.3 25 0.3 21/2 2.875 1.00 0.99 65 73.0 25 0.4 3 0.D. 3.000 1.00 0.094 65 762 253 3.500 1.00 1.54 80 88.9 25 0.7 4 4.500 1.06 2.72 100 114.3 27 1.2 5 5.563 1.06 4.43 125 141.3 27 2.0 6 6.625 1.06 6.64 150 168.3 27 3.0 6.5 O.D. 6.500 1.00 5.50 150 165.1 25 2.5 8 8.625 1.19 11.28 200 219.1 30 5.1 10 10.750 1.25 21.00 250 273.1 32 9.5 12 12.750 1.25 35.50 300 323.9 32 16.1 14 * 14.000 8.50 45.00 350 355.6 216 20.4 16 * 16.000 9.00 50.30 400 406A 229 22.8 18 * 18.000 10.00 66.00 450 4572 254 29.9 20 * 20.000 11.00 88.00 500 508.0 279 39.9 24 * 24.000 12.50 119.00 600 609.6 318 54.0 Page 11 sp/TA Division of/SfarPipe Products THE MODEL C1 IS OUR STANDARD COUPLING DESIGNED FOR A BROAD RANGE OF PIPING APPLICATIONS. IT IS A FLEXIBLE STYLE WHICH PROVIDES ALLOWANCE FOR CONTROLLED PIPE MOVEMENT CAUSED BY THERMAL CHANGES, SETTLING OR SEISMIC ACTION AS WELL AS DAMPEN NOISE AND VIBRATION. GROOVED COUPLINGS LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 0 C-1 FLEXIBLE COUPLING NOMINAL SIZE IN. (mm) ACTUAL PIPE SIZE IN.(mm) MAX. WORKING P.S.I./ 0<Pq) MAX. END LOAD Lbs.(N) ALLOW. PIPE END SEP. IN.(mm) NUTS/BOLTS (INCH) DT Y. SIZE DEFLECTION DIMENSIONS -Inch/mm APPROX. WEIGHT EACH Lbs DEG.PER COUPLING PIPE IN./FT. (mm/m) A B C 1 1/4 32 1.660 42.2 1000 6900 2164 9625 0 - 0.13 0 - 3.2 2 3/8x2 4' - 19' 0.90 75 4.20 107 2.75 70 1.78 45 .(<c 1.40 0.6 1 1/2 40 1.900 48.3 1000 6900 2835 12610 0 - 0.13 0-3.2 2 3/8x2 3' - 46' 0.79 66 4.44 113 3.03 77 1.78 45 1.48 0.7 2 50 2.375 60.3 1000 6900 4430 19705 0 - 0.13 0 - 3.2 2 3/8x2 3° - 01' 0.63 53 4.88 124 3.46 88 1.84 47 2.00 0.9 21/2 65 2.875 73.0 1000 6900 6492 28876 0 - 0.13 0 - 3.2 2 3/8x2 2' - 29' 0.52 43 5.53 140 4.12 105 1.85 47 2.25 1.0 3 O.D. 65 3.000 76.1 1000 6900 7069 31443 0 - 0.13 0 - 3.2 2 3/8x2 2' - 29' 0.50 52 5.50 140 4.00 102 1.84 47 2.25 1.0 3 80 3.500 88.9 1000 6900 9621 42794 0 - 0.13 0 - 3.2 2 1/2x2 3/4 2° - 03' 0.43 36 6.38 162 4.62 117 1.84 47 2.70 1.2 4 100 4.500 114.3 750 5175 11928 53056 0 - 0.25 0 - 6A 2 1/2x2 3/4 3' -11' 0.67 56 7.68 195 5.81 148 2.06 52 4.42 2.0 5 125 5.563 141.3 700 4825 17014 75678 0 - 0.25 0-6A 2 5/8x3 1/4 2' - 35' 0.54 45 9.68 246 7.12 181 2.06 52 6.26 2.8 6 150 6.625 168.3 700 4825 24130 107330 0 - 0.25 0-6A 2 5/8x3 1/4 2' - 10' 0.45 38 10.75 273 8.09 205 2.06 52 7.00 32 6.5 O.D. 150 6.500 165.1 700 4825 23228 103318 0 - 0.25 0 - 6.4 2 5/8x3 1/4 2° - 10' 0.46 38 10.50 267 8.00 203 2.06 52 7.00 32 8 200 8.625 219.1 600 4100 35056 155929 0 - 0.25 0 - 6.4 2 3/4x4 1/4 1' - 40' 0.35 29 13.44 341 10.43 265 2.38 60 13.00 5.9 10 250 10.750 273.1 500 3450 45381 201855 0 - 0.25 0 - 6.4 2 7/8x5 1/2 1' - 20' 0.28 23 16.00 406 13.25 337 2.59 66 23.00 10.4 12 300 12.750 323.9 400 2750 51071 227164 0 - 0.25 0 - 6A 2 7/8x5 1/2 1' -07' 0.23 19 18.50 470 15.38 391 2.59 66 28.39 12.9 1. Working pressure and/or end Toad are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. Page 6 SP FITTINGS A Division ofSsar Pi/x Produm GROOVED COUPLINGS LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 COUPLING MATERIAL SPECIFICATION: HOUSINGS: DUCTILE IRON CONFORMING TO ASTM A536 BOLTS: OVAL NECK TRACK BOLTS PER ANSI/ASME 818.10. STEEL PER SAE J429 GRADE 5. THREADS PER ANSI B1.1 UNIFIED STANDARD COARSE CLASS 2A. ZINC ELECTROPLATED PER ASTM A164. NUTS: HEAVY HEX PER ANSI/ASME B18.2.2. STEEL PER SAE J995 GRADE "2" OR ASTM A563 GRADE "A" OR "B". ZINC ELECTROPLATED PER ASTM A164. C-3 COUPLINGS USE HEX FLANGE LOCK NUTS. STEEL PER ASTM A194. ZINC ELECTROPLATED PER ASTM A164. GASKETS: EPDM OR NITRILE (SEE PAGE 44 FOR TECHNICAL DATA) FINISH: RUST INHIBITING ORANGE PAINT OR HOT DIPPED GALVANIZING PER ASTM A-153. THE C-4 RIGID COUPLING IS DESIGNED FOR RIGID PIPING APPLICATIONS. CAST IN PLACE TEETH BITE INTO THE PIPE/ FITTING SHOULDER TO FIRMLY RE- STRICT MOVEMENT. C-4 RIGID COUPLING NOMINAL ACTUAL MAX. MAX. ALLOW. NUTS/BOLTS DIMENSIONS-Inch/mm APPROX. SIZE IN. (mm) PIPE SIZE IN.(mm) WORKING P.S.I./ (kPc1 END LOAD Lbs.(N) PIPE END SEP. IN.(mm) (INCH) QTY. SIZE A B C WEIGHT EACH Lbs.(Ka) 1 1/4 32 1.660 42.2 750 5175 1623 7219 0 - 0.06 0 - 1.5 2 3/8x2 4.20 107 2.55 65 1.70 43 1.48 0,7 1 1/2 1.900 750 2126 0 - 0.06 2 3/8x2 4.44 2.81 1.70 1.66 40 48.3 5175 9456 0 -1.5 113 71 43 0.8 2 50 2.375 60.3 750 5175 3323 14781 0 - 0.06 0 - 1.5 2 3/8x2 1/4 4.88 124 3.28 83 1.76 45 1.85 0.8 21/2 65 2.875 73.0 750 5175 4869 21657 0 - 0.06 0 - 1.5 2 3/8x2 1/2 5.53 140 3.78 96 1.76 45 2.11 1.0 3 O.D. 3.000 750 5301 0 - 0.06 2 3/8x2 1/2 5.93 4.00 1.76 2.21 65 76.1 5175 23579 0 - 1.5 151 102 45 1.0 3 80 3.500 88.9 750 5175 7216 32097 0 - 0.12 0 - 3.2 2 3/8x2 1/2 6.38 162 4.40 112 1.76 45 2.41 1.1 4 100 4.500 114.3 750 5175 11928 53056 0 - 0.12 0 -3.2 2 3/8x2 1/2 7.68 195 5.59 142 1.98 50 3.17 1.4 5 125 5.563 141.3 700 4825 17014 75678 0 - 0.12 0 - 3.2 2 1/2x3 9.06 230 6.93 176 2.06 52 4.50 2.0 6 6.625 700 24130 0 - 0.12 2 1/2x3 10.75 7.87 1.98 5.84 150 168.3 4825 107330 0-3.2 273 200 50 2.6 6.5 O.D. 150 6.500 165.1 700 4825 23228 103318 0 - 0.12 0 -3.2 2 1/2x3 10.25 260 7.99 203 2.06 52 5.82 2.6 8 8.625 600 35056 0 - 0.12 2 5/8x3 1/2 13.44 10.21 2.22 10.82 200 219.1 4100 155929 0 - 3.2 341 13 56 4.9 10 250 10.750 273.1 500 3450 45381 201855 0 - 0.12 0 - 3.2 2 7/8x5 16.70 424 12.88 327 2.62 67 21.50 9.8 12 300 12.750 323.9 400 2750 51071 227164 0 - 0.12 0-3.2 2 7/8x5 1/2 18.50 470 14.89 378 2.62 67 27.36 12.4 1. Working pressure and/or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. " CONTACT STAR PIPE PRODUCTS FOR SIZES LARGER THAN 12" Page 5 MERIT MANUFACTURING CORPORATION 319 Circle of Progress •Pottstown, Pennsylvania 19464-3811 Tel 610327-4000 •Fax 610-970.9282 Fax Toll Free 800-543-7013 • www.meritmfg.com MERIT MANUFACTURING CORPORATION 319 Circle of Progress • Pottstown, Pennsylvania 19464-3811 Tel 610-327-4000 • Fax 610-970-9282 Fax Toll Free 800-543-7013 • www.meritmfg.com 4MERIT SUBMITTAL SHEET Merit Weld -Miser'" Tee -Let® Welding Outlet Fittings Merit Weld-MiserTM Tee -Let® Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings specifi- cally designed and manufactured to be installed on schedules 5 thru 10, proprietary thin wall flow pipe and standard wall pipe. Merit Tee -Lets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53, Grades A or B, Type E, Tee -Lets employ a low weld volume design to provide for either a partial or full penetration weld employing a single pass with mini- mum burn -through and pipe distortion. Weld Miser Tee -Lets are recommend- ed for use on proprietary thin wall, schedules 5, 10 and 40 pipe. Threads comply with ANSI 81.20.1 or IS07/1. They are UL Listed and FM Approved for use conforming to the requirements of Bulletin 13 1999 of the National Fire Protection Association. When used in fire sprinkler systems, Tee -Lets are rated for 300 psi. When used in mechanical systems, maximum pressures are calculated using criteria developed for ASME B31 piping code. Send for details if required. PRODUCT APPROVALS Ffflagany Imamffia eyagent [ism APPROVED Tee -Let Welded Outlet Fitting (UL VIZU — EX3788, FM Approval Guide Chapter 1 – Pipe Fittings) 1) Outlet Model Outlet Pipe Size (Inch) Header Pipe Size (Inch) Rated Pressure (psig) Tee -Let Type A (F -Threaded End) "1/2, 3/4, 1 '/z - 8 (Sch. 10, 40) 300 11/4, 11, 2, 21/2, 3, 4 1- 4 (Sch. 5, DynaFlow) 2 4 (EZ -Flow) 2, 4 6 (EZ -Flow) Tee -Let Type C (Grooved End) 11/4 - 8 11/4 - 8 (Sch. 10, 40) 300 21/2 - 8 '/z - 4 (Sch. 5, DynaFlow) Tee -Let Type C/R (Roll Grooved End) 11/4 - 6 11/4 - 8 (All Schedules) 300 PROJECT: ARCHITECT / ENGINEER: CONTRACTOR: PHONE: ADDRESS: NOTES: APPROVAL: PAGE 1 OF 4 Merit Weld -Miser Tee -Let Welding Outlet Fittings Type A Female Thread PAGE 2 OF 4 Part Number BSPT Nominal Outlet Size A Nominal Header Size 9 Outlet Length Size C Inside Diameter She D In. / mm Make up Size M Weight Each Lb. / kgs Pad Number BSPT Nominal Outlet Size A Nominal Header Size B Outlet Length Size C Inside Diameter Size 0 In. / mm Make up Size M Weight Each Lb. / kgs 1002002 1/4 x 1-1/4 - 8 0.080 1015040 2-1/2 x 4 1.625 1.610 0.875 0.477 - 6 x 6 - 200 0.04 1115040 100 41.3 40.9 22.2 .022 1005012 1/2 x 1-1/4 -1-1/2 1.063 0.700 0.500 0.171 1015050 5 - 8 1.625 1.610 0.875 0.477 - 13 x 32 - 40 27.0 17.8 12.7 0.08 1115050 125- 200 41.3 40.9 22.2 .022 1005015 - 1-1/2- 2 40 - 50 1.063 27.0 0.700 17.8 0.500 12.7 0.171 0.08 1020020 1120020 2 x 50 x 2 50 1.750 44.5 2.067 52.5 0.875 22.2 0.857 0.38 1005020 - 2-2-1/2 50 - 65 1.063 27.0 0.700 17.8 0.500 12.7 0.171 0.08 1020025 1120025 2-1/2 65 1.750 44.5 2.067 52.5 0.875 22.2 0.829 0.38 1005025 - 2-1/2 -8 65 - 200 1.063 27.0 0.700 17.8 0.500 12.7 0.169 0.08 1020030 1120030 3 80 1.750 44.5 2.067 52.5 0.875 22.2 0.829 0.39 1007012 - 3/4 x 19 x 1-1/4 - 1-1/2 32- 40 1.125 28.6 0.900 22.9 0.500 12.7 0.260 0.12 1020040 1120040 4 100 1.750 44.5 2.067 52.5 0.875 22.2 0.800 0.36 1007015 - 1-1/2- 2 40 - 50 1.125 28.6 0.900 22.9 0.500 12.7 0.260 0.12 1020050 1120050 5 125 1.750 44.5 2.067 52.5 0.875 22.2 0.743 0.34 1007020 - 2 -2-1/2 50 -65 1.125 28.6 0.900 22.9 0.500 12.7 0.260 0.12 1020060 1120060 6 150 1.750 44.5 2.067 52.5 0.875 22.2 0.743 0.34 1007025 2-1/2 - 8 1.125 0.900 0.500 0.256 1020080 8 1.750 2.067 0.875 0.743 - 65 -200 28.6 22.9 12.7 0.12 1120080 200 44.5 52.5 22.2 0.34 1010012 1 x 1-1/4 -1-1/2 1.250 1.145 0.500 0.331 1025025 2-1/2 x 2-1/2 2.215 2.469 1.125 1.250 1110012 25 x 32- 40 31.8 29.1 12.7 0.15 1125025 65 x 65 54.0 62.7 28.6 0.55 1010015 1-1/2-2 1.250 1.145 0.500 0.331 1025030 3 2.215 2.469 1.125 1.200 1110015 40 -50 31.8 29.1 12.7 0.15 1125030 80 54.0 62.7 28.6 0.55 1010020 2 -2-1/2 1.250 1.145 0.500 0.320 1025040 4 2.215 2.469 1.125 1.150 1110020 50 - 65 31.8 29.1 12.7 0.15 1125040 100 54.0 62.7 28.6 0.52 1010025 2-1/2 -3 1.250 1.145 0.500 0.314 1025050 5 2.215 2.469 1.125 1.150 1110025 65- 80 31.8 29.1 12.7 0.14 1125050 125 54.0 62.7 28.6 0.52 1010030 3 -4 1.250 1.145 0.500 0.309 1025060 6 2.215 2.469 1.125 1.150 1110030 80 -100 31.8 29.1 12.7 0.14 1125060 150 54.0 62.7 28.6 0.52 1010050 5-8 1.250 1.145 0.500 0.291 1025080 8 2.215 2.469 1.125 1.150 1110050 125-200 31.8 29.1 12.7 0.13 1125080 200 54.0 62.7 28.6 0.52 1012012 1-1/4 x 1-1/4 -1-1/2 1.375 1.490 0.500 0.432 1025030 3 x 3 2.500 3.068 1.500 3.100 1112012 32 x 32 - 40 34.9 37.8 12.7 .019 - 80 x 80 63.5 77.9 38.1 1.41 1012015 1-1/2-2 1.375 1.490 0.500 0.421 1025040 4 2.500 3.068 1.500 3.100 1112015 40 - 50 34.9 37.8 12.7 .019 - 100 63.5 77.9 38.1 1.41 1012020 2-2-1/2 1.375 1.490 0.500 0.421 1025050 5 2.500 3.068 1.500 3.100 1112020 50- 65 34.9 37.8 12.7 .019 - 125 63.5 77.9 38.1 1.412 1012025 2-1/2 -3 1.375 1.490 0.500 0.411 1025060 6 2.500 3.068 1.500 3.100 1112025 65 -80 34.9 37.8 12.7 .019 - 150 63.5 77.9 38.1 1.412 1012030 3 -4 1.375 1.490 0.500 0.389 1025080 8 2.500 3.068 1.500 3.100 1112030 80 - 100 34.9 37.8 12.7 .018 - 200 63.5 77.9 38.1 1.41 1012050 5 -8 1.375 1.490 0.500 0.389 1040040 4 x 4 3.000 4.026 2.000 5.000 1112050 125- 200 34.9 37.8 12.7 .018 - 4 x 100 76.2 102.3 50.8 2.27 1015015 1- 1/2 x 1-1/2 1.625 1.610 0.875 0.477 1040050 5 3.000 4.026 2.000 5.000 1115015 40 x 40 41.3 40.9 22.2 .022 - 125 76.2 102.3 50.8 2.27 1015020 2 1.625 1.610 0.875 0.477 1040060 6 3.000 4.026 2.000 5.000 1115020 50 41.3 40.9 22.2 .022 - 150 76.2 102.3 50.8 2.27 1015025 2-1/2 1.625 1.610 0.875 0.477 1040080 8 3.000 4.026 2.000 5.000 1115025 1015030 65 3-4 41.3 1.625 40.9 1.610 22.2 0.875 .022 0.477 - • 200 76.2 102.3 50.8 2.27 1115030 80-100 41.3 40.9 22.2 .022 Merit Weld -Miser Tee -Let Welding Outlet Fittings Type B Male Thread Standard Weight 4 S Type C Cut Groove Standard Weight iF--- E -� b - » PAGE 3 OF 4 Male Cut Roll Thread Groove Groove Std. Wt. Std. WI. Sch. 10 Nominal Outlet Size A Nominal Header Size B In. / mm Outlet Inside Length Diameter Size C Size F Outside Wall Diameter Tkidmess Size E Std. Wt. Weight Each Lb. / kgs 1310012 2010012 2210012 1 x 1-1/4 - 1-1/2 3 1.049 1.315 0.133 1.500 25 x 32 - 40 80 26.6 33.4 3.4 30 1310015 2010015 2210015 1-1/2 - 2 3 1.049 1.315 0.133 1.500 40 - 50 80 26.6 33.4 3.4 30 1210020 2010020 2210020 2 - 2-1/2 3 1.049 1.315 0.133 1.500 50 - 65 80 26.6 33.4 3.4 30 1310025 2010025 2210025 2-1/2 - 4 3 1.049 1.315 0.133 1.500 65-100 80 26.6 33.4 3.4 30 1310050 2010050 2210050 5 - 8 3 1.049 1.315 0.133 1.500 125-200 80 26.6 33.4 3.4 30 1312012 2012012 2212012 1-1/4 x 1-1/4 3 1.368 1.660 0.140 1.500 32 x 32 80 34.7 42.2 3.6 30 1312015 2012015 2212015 1-1/2 3 1.368 1.660 0.140 1.500 40 80 34.7 42.2 3.6 30 1212020 2012020 2212020 2 - 2-1/2 3 1.368 1.660 0.140 1.500 50 - 65 80 34.7 42.2 3.6 30 1312025 2012025 2212025 3 - 4 3 1.368 1.660 0.140 1.500 80 -100 80 34.7 42.2 3.6 30 1312050 2012050 2212050 5 - 8 3 1.368 1.660 0.140 1.500 125 -200 80 34.7 42.2 3.6 30 1315015 2015015 2215015 1-1/2 x 1-1/2 3 1.610 1.900 0.145 1.500 40 x 40 80 40.9 48.3 3.7 30 1215020 2015020 2215020 2 3 1.610 1.900 0.145 1.500 50 80 40.9 48.3 3.7 30 1315025 2015025 2215025 2-1/2 3 1.610 1.900 0.145 1.500 65 80 40.9 48.3 3.7 30 1315030 2015030 2215030 3 - 4 3 1.610 1.900 0.145 1.500 80-100 80 40.9 48.3 3.7 30 1315050 2015050 2215050 5 - 8 3 1.610 1.900 0.145 1.500 125-200 80 40.9 48.3 3.7 30 1320020 2020020 - 2 x 2 3 2.067 2.375 0.154 1.500 50 x 50 80 52.5 60.3 3.9 30 1320025 2020025 2-1/2 3 2.067 2.375 0.154 1.500 65 80 52.5 60.3 3.9 30 1320030 2020030 - 3 3 2.067 2.375 0.154 1.500 80 80 52.5 60.3 3.9 30 1320035 2020040 - 4 3 2.067 2.375 0.154 1.500 100 80 52.5 60.3 3.9 30 1320050 2020050 - 5 3 2.067 2.375 0.154 1.500 125 80 52.5 60.3 3.9 30 1320060 2020060 6 3 2.067 2.375 0.154 1.500 150 80 52.5 60.3 3.9 30 1320080 2020080 - 8 3 2.067 2.375 0.154 1.500 200 80 52.5 60.3 3.9 30 Note: Tee -lets are manufactured to fit size -on -size, that is the contoured shape on a given Tee -Let is made to fit perfectly on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1/32" will appear along the longitudinal centerline of the head er. For example, a 1" x 2 - 2-1/2" Tee -Let, is a 1" outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a 1/32" gap along the longitudinal centerline of the 2-1/2" size. If a perfect fit is required for a 2-1/2" header pipe, then a 1" x 2-1/2 - 3" Tee -let would be ordered. Size con- solidations are employed to reduce inventory and provide for greater flexibility. Merit Weld -Miser Tee -Let Welding Outlet Fittings Type B Male Thread Standard Weight I 1 I f F Type C Cut Groove Standard Weight IE E PAGE 4 OF 4 Male Cut Roll Thread Groove Groove Std. Wt. Std. Wt. Sch. 10 Metric Nominal OMNI Size A Nominal Header Size B Outlet Inside Length Std. WI Size C Size D In. / mm Inside Inside Schedule Diameter Size D Size E F Wall Thickness Std. Sch.10 Weight Each Lb. / kgs 1325025 1325030 1325035 1325050 1325060 1325080 1330025 1330030 1330035 1330050 1330060 1330080 1340040 1340050 1340060 1340080 2025025 2125025 2025030 2125030 2025040 2125040 2025050 2125050 2025060 2125060 2025080 2125080 2030025 2225025 2-1/2 x 65 x 2225030 2225035 2225050 2225060 2225080 2230025 3x 2030030 2230030 2030035 2230035 2030050 2230050 2030060 2230060 2030080 2230080 2040040 2240040 4x 2040050 2240050 2040060 2240060 2040080 2240080 2060060 2260060 6x 150x 2060080 2260080 2080080 2280080 8x 200 x 80 x 100 x 2-1/2 65 3 80 4 100 5 125 6 175 8 200 3 80 3-1/2 85 4 100 5 125 6 150 8 200 4 100 5 125 6 150 8 200 6 150 8 200 8 200 3 80 3 80 3 80 3 80 3 80 3 80 3 80 3 80 3 80 3 80 3 80 3 80 4 100 4 100 4 100 4 100 4 100 4 100 4 100 2.469 62.7 2.469 62.7 2.469 62.7 2.469 62.7 2.469 62.7 2.469 62.7 3.068 78.0 3.068 78.0 3.068 78.0 3.068 78.0 3.068 78.0 3.068 78.0 4.026 102.0 4.026 102.0 4.026 102.0 4.026 102.0 6.065 155.0 6.065 155.0 7.981 203.0 2.635 67.0 2.635 67.0 2.635 67.0 2.635 67.0 2.635 67.0 2.635 67.0 3.260 83.0 3.260 83.0 3.260 83.0 3.260 83.0 3.260 83.0 3.260 83.0 4.260 108.0 4.260 108.0 4.260 108.0 4.260 108.0 6.357 161.5 6.357 161.5 8.329 212.0 2.875 76.2 2.875 76.2 2.875 76.2 2.875 76.2 2.875 76.2 2.875 76.2 3.500 88.0 3.500 88.0 3.500 88.0 3.500 88.0 3.500 88.0 3.500 88.0 4.500 114.0 4.500 114.0 4.500 114.0 4.500 114.0 6.625 168.3 6.625 168.3 8.625 213.0 0.203 5.0 0.203 5.0 0.203 5.0 0.203 5.0 0.203 5.0 0.203 5.0 0.216 5.0 0.216 5.0 0.216 5.0 0.216 5.0 0.216 5.0 0.216 5.0 0.237 6.0 0.237 6.0 0.237 6.0 0.237 6.0 0.280 7.1 0.280 7.1 0.322 8.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.134 3.0 0.134 3.0 0.148 3.0 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.50 30 1.500 30 1.50 30 1.50 30 Note: Tee -lets are manufactured to fit size -on -size, that is the If installed on the second header size marked on the fitting, a er. For example, a 1" x 2 - 2-1/2" Tee -Let, is a 1" outlet fitting the longitudinal centerline of the 2-1/2" size. If a perfect fit is r solidations are employed to reduce inventory and provide for contoured shape on a given Tee -Let is made to fit perfectly on the first listed header size. slight gap of approximately 1/32" will appear along the longitudinal centerline of the head - manufactured to fit perfectly on the 2" header size listed, while leaving a 1/32" gap along equired for a 2-1/2" header pipe, then a 1" x 2-1/2 - 3" Tee -let would be ordered. Size con - greater flexibility. ReRabid Bulletin 154 Rev.F Model G4A Quick Response Concealed Automatic Sprinkler The Concealer® UL Quick Response FM Standard Response Concealed Sprinkler With a '/2" (13mm) or 1%" (38mm) Adjustment Features 1. Cover plate attachment with y" (13mm) assembly adjustment. 2. Smooth aesthetic ceiling profile. 3. Factory installed protective cap. 4. Available in brass, chrome or black plated and white painted finishes. 5. Ordinary temperature rating. 6. Multiple orifices for design flexibility. Approvals & Listings 1. Underwriters Labortories, Inc. (UL) - Quick Response 2. Underwriters Laboratories of Canada (ULC) - Quick Response 3. Factory Mutual Research Corp. (FM) - Standard Response • Light Hazard Occupanicies- No Limitations • Ordinary Hazard Occupancies Groups 1 & 2 Wet Systems Only 4. NYC MEA 258-93-E - Quick Response U.S. Patent number 4,880,063. Application The Reliable Model G4A Concealer® is the most versatile quick response concealed sprin- kler available. It provides the best form of fire protection while offering an attractive appearance and 1" (13mm) of cover adjust- ment for ease of installation. The small diameter cover plate as- sembly is easily attached and blends into the ceiling, concealing the most dependable fire protec- tion available, an automatic sprinkler system. The Model G4A Concealer® is designed for use where aesthetic appearance is important. Offices, hospitals, motels and restaurants are but a few of the applications where it can be used. It is available in different orifice sizes allowing the designer to optimize system performance, thereby achieving a very efficient installation. The Model G4A Concealer® is a UL Listed Quick Response Concealed sprinkler intended for use in accordance with NFPA 13. FM Approves this sprinkler as a standard response concealed sprinkler intended for use in accordance with FM Loss Prevention Data Sheet 2-8N. Product Description The Reliable Model G4A Concealer® uses a proven quick re- sponse fusible element in a standard style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate assembly. The threaded engagement provides 1/2" (13mm) of cover adjustment. The flat cover plate is attached to the skirt using either 135°F (57°C) or 165°F (74°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the flat cover plate melts, the flat cover plate released thus exposing the sprinkler inside to the rising ambient temperature. The subsequent fusing of the element opens the waterway and causes the deflector to distribute the water. Any secure engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The Reliable Automatic Sprinkler Co., Inc. , 103 Fairview Park Drive, Elmsford, New York 10523 1791_ u!lelln9 Installation Do not install the G4A Concealer® in ceilings which have positive pressure in the space above. • Cut a 2% inch (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model G4 Wrench. The wrench has drive tangs which insert into the cup slots. When installing a sprinkler the wrench is first positioned into the sprinkler/cup assembly until the wrench tangs engage the drive slots in the top of the cup (there are two sets of drive slots in the cup). The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. Install the cover plate by hand turning the cover in the clockwise direction until it is tight against the ceiling. A protective cap is provided to protect the drop-down sprinkler deflector from damage which could occur during construction before the cover plate is installed. The cap is factory installed inside the sprinkler cup. Remove cap to install sprinkler, then re -install cap until the cover plate is installed. Maintenance The Model G4A Concealer® should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Technical Data Ordering Information 1. Sprinkler Model 2. Nominal Orifice 3. Flat Cover Plate Assembly Finish 4. Inlet Type Cover Plate Finishes'' Standard Finishes Bronze Chrome White Paint Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome 1) Other finishes and colors are available on special order. Consult factory for details. Temperature Ratin Model G4 Sprinkler Wrench UL Listing Category Sprinklers, Automatic and Open Quick Response Sprinkler UL Guide Number VNIV Classification Sprinkler Cover Plate Max. Ambient Temp. Ordinary 165°F/74°C 135°F/57°C 100°F/38°C Ordinary 212°F/100°C 165°F/74°C 150°F/66°C Sprinkler Inlet Total Adjustment Nominal Orifice Nominal K Factor Thread ro APp vale Sprinkler Identifcation (SIN) US Metric Non Adjustable 1/2" (13mm) Y2" (15mm) 5.6 80 1/z" NPT (R1) 1,2,3,4 R5415 Non Adjustable 1" (13mm) %F' (11mm) 4.2 60 1/2 "NPT (RY2) 1,2,4 R5413 Non Adjustable 1/2' (13mm) %" (10mm) 2.8 40 1/2 "NPT (R1/2) 12,3,4 R5411 Adjustable 11/2" (38mm) 1/2" (15mm) 5.6 80 1" NPT Male or Female 1,2,4 R5418 Adjustable 11/2" (38mm) 7/ ' (11mm) 4.2 60 1" NPT Male or Female 1,2,4 R5413 Adjustable 11/2" (38mm) %" (10mm) 2.8 40 1" NPT Male or Female 1,2,4 R5412 Ir-__IT,..(T-___ `-Jilt- I • x I/p" REDUCMD j TEE OR EEBOw ���--T �I� I II ilu__-) � --- -�� znxe•ow _ I� Ili'll11111III- �_�+---STT_ I.L_i�l I -Z-___r-L' r6°. �1 j /`.— I IIILJfRal r �z �vn; E I ' r� y,yqq��[[ —111 CDUFL RCpK'ER -MM IrV[ mcc'fN -• SPRINKLER CUP e� L IND ASSCNBLY CE IUNO � ,/{ I'riL f _ [FFia J� final i1-- r� ftY 1 if -" ,� �� ii DM 2 J/6.04 13/6' EI NS DIMENSION ' ACO R PUTS FALE °Ey, ° M X MRX. INLET 1NX � NT � "/6• G�PpYC M�P�h�f se. 4V I* > M. p " lie ..-_ -47-11-1 dYENS�QV ..... x ,- .... ..__ gt.1.III'' iiiry i; f cftwc "" MMEiIsr°N _ I AW.5X COVERT A0.IUSIMCM 1 ; ,mi J S I6 DM J 16J rurtwr-n VG R — _ _ - uNm>-. it 1 OYER �'� -- - - -- '� V.- 1•11.15 -A Fig.1 - 1/2" NPT Non -Adjustable Inlet Fig. 2 - 1" NPT Male -Adjustable Inlet Fig. 3 - 1" NPT Female -Adjustable Inlet The equipment presented in this bulletin is to be instated in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured b ReIiabId The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EDRecycled Paper Revision lines indicate updated or new data. EG. Printed in USA 4/07 P/N 9999970150 Reliabld Model FI FR Bulletin 136 Rev.O CO Model F1FR Recessed g Quick Response Sprinklers Model F1FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model F1FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 5. NYC BS&A No. 587 -75 -SA 6. Meets MIL -S -901C and MIL -STD 167-1 7. Verband der Schadenversicherer (VdS, Germany) 8. NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VN IV Patents: US Patent No. 6,374,920 Applies to Model F1FR Vertical Sidewall Sprinklers. Product Description Reliable Models F1FR and F1FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1 FR and F1 FR Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1FR and F1 FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same•temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid ex - Upright Pendent Vertical Sidewall Conventional Horizontal Sidewall HSW 1 Deflector Recessed Pendent (Model FP Shown) pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 0 1 Polyester coated upright UL and ULC listed corrosion resistant. Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type K Factor Sprinkler Height Organization Sprinkler Identification Number (SIN) US Metric SSU SSP Standard -Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position /2" (15mm) Standard Orifice with /2" NPT (R/2) Thread 5.6 80 22" (56mm) 12,3,4,5,6,7 R3625(1) R3615 1%;' (20mm) Large Orifice with %" NPT (R3A)Thread 8.0 115 2.3" (58mm) 12,3,4,7,8 R3622(1) R3612 77/16' (17mm) Small Orifice with /2" NPT (R/2) Thread 4.2 60 2.2" (56mm) 12,8 R3623(1) R3613 %" (10mm) Small Orifice with /1" NPT (R/2) Thread 2.8 4.2 40 60 2.2" (56mm) 56mm 1,2,8 4,6,7 R3621(1) R3624 R3611 R3614 10mm Orifice XLH with R" Thread Conventional -Install in Upright or Pendent Position 1 Omm Orifice XLH with R- Thread 4.2 60 56mm X74 15mm Standard Orifice with /2" NPT (R/2) Thread 5.6 80 56mm 4,6,7 R3675 20mm Large orifice with 3A" NPT (R3/.)Thread 8.0 115 58mm 4,7 R3672 Upright Pendent Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approver i Organizations Sprinkler Identification Number (SIN) US Metric /2" (15mm) j2" NPT (R'/2) 5.6 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 1%2' (20mm) x;" NPT (R3/4) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 718' (11 mm) /2" NPT (R1/2) 4.2 60 2.2" (56mm) 1,2,8 R3613 %" (10mm) /2" NPT (R1/2) 2.8 40 2.2" (56mm) 1,2,8 R3611 1i110mm RY8 4.2 60 56mm 4,7 R3614 efer to escutcheon data table for approvals and dimensions. TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS ADJUSTMENT ,) 2 1/4" HOLE DIA _J [57.2mm) __ I 15/ 5" DIA [49 2mmJ i" X 1/2" REDUCER FACE OF FITTING TO(I) iCEILING DIMENSION 2 27/32" DIA. [72.2mmj 136FGOI_E (7) REFER TO F1 & F2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 2. CEILING ADJUSTMENT 2 5/8" DIA. [66.7mm] HOLE IN CEILING 2 5/16" DN. [58.7mm] CUP 1" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION(1) 136FG05_A (1) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US Metric Y2" '/z" NPT (R') 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 R3685 15mm 'h" NPT (R1/2)5.6 R3635 80 2.2" (56mm) 4 (1) (1) LPC Approval is for Pendent position only. Vertical Sidewall US Patent No. 6,374,920 Orientation Deflector to Ceiling Dimension (Min. - Max.) Upright 4" - 12" (102mm - 305mm) Pendent 6" - 12" (152mm - 305mm) Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Approval Organizations and Type of Approval Sprinkler Identification Number (SIN) US MetricLength Hazard Hazard A" (15mm) y" NPT(RY) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. Horizontal Sidewall 136FG04 i )FAC£ OF FITTING TO WALL DIMENSION 2 1/4" HOLE DIA. [57.2mmJ 1"" X 1/2" REDUCER h viii 1 15/16" D/A.1jul"u [49.2mm) nm ulu `_1141 -+- 4 1/8" 7 1/4" MIN. [31.8mmJ 4 —6" [101.6mm-152.4mm] CEILING TO DEFLECTOR 2 27/32" DIA. [72.2mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. Le— ADJUSTMENT (1) (1) REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 3. Installation Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprin- klers and standard response sprinklers should not be inter- mixed. The Model F1FR Recessed Quick Response Sprinklers are to be installed as shown. The Model F1 or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model F1FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model F1FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model F1 FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- moval of the protectors before this time may leave the, bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler Temperature Max. Ambient Bulb Face of Filling to Ceiling or tflfall Dthenslon °C °F Temp. Color Ordinary 57 135 100°F(38°C) Orange Ordinary 68 155 100°F (38°C) Red Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 15�F(66°C) Green High (1) 141 286 225°F (107°C) Blue (1) Not available fo recessed sprinklers. Escutcheon Data Escutcheon Model APPS Adjustment "At, Dimension Face of Filling to Ceiling or tflfall Dthenslon Special Application Finishes Sprinkler Escutcheon 1/2" Bright Brass Black Plated Black Paint Off White Satin Chrome F1 1 248 Max Recess (38.1mm) X:-15;6" Min Recess %" (5mm-24mm) (19.1mm) 1/2" F2 1,2,3,4,5,7,8 Max Recess (38.1mm) Y1e"-Vii" Min Recess 19;6" (5mm - 17mm) (24mm) FP 1,2 Max Recessed (11mm) 1y"(38.1mm) Push-oN Thread -off 1,2 Min Recessed (24mam) 1" (25.4mm) No Dimensional Figure for FP Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non -operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (1) (2) Standard Finishes Sprinkler Escutcheon Bronze Chrome Plated White Polyester Coated(4) Brass Chrome Plated (3) White Painted (3) Special Application Finishes Sprinkler Escutcheon Bright Brass Black Plated Black Paint Off White Satin Chrome Bright Brass Black Plated Black Paint Off White Satin Chrome (1) Other finishes and colors are available on special order. Consult the factory for details. (2) FM Approvals is limited to bronze and brass, chrome or black plated finishes only. (3) FP Push-on/Thread-off escutcheon. (4) UL and ULC listed corrosion resistance. SIN numbers: R3621, R3622, R3623, R3625. Note: For j2" orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable' The Reliable Automatic Sprinkler Co., Inc. (800)431-1588 (800)848-6051 (914)829-2042 www. reliablesprin kler. com Sales Offices Sales Fax Corporate Offices Internet Address eRecycled Paper Revision lines indicate updated or new data EG Printed in U S.A 3/07 P/N9999970027 EE as 0) 0) 00 00 ui N � c0 N a (1) O. v) a co 10 00 N .N !2a` uu) to aj IP P2 .0) N a) ca ▪ c u- O Y > C • a) W a) mc< cfl a)oS l N i- Ce • 250 gpm hose • 0 0 N r 0 0 0 co 0 co 0 Tr 0 N 1.0 0 ti co 0 0 0 10 10 0 0 Tr 10 M 0 0 c) EE as 0)0) 00 0 10 vcn c .0 0. o arna t0 O M Cr) CO mt W 5 e N a. LL N 0 °cin 0 0 dQ 0. 0. o o o 0 ccoN0J W Ce N fes/) LL • O 0 P2 g V � J N O i V)�LLD P2 N d' c0 c LL O x. c • co id • O N N C Q E to 44) 0 E csi0 • 250 gpm hose • 0 N a- 0 0 0 co 0 co 0 O N- CD c0 0 0 co 10 0 v O M O N O 0 EE as 0)0) 00 0L0 .t - N aN 0rna CDLnM ch .- CO et a) N N 0i oa m N0 .a H v) 0 N n- 0 0 a - O co O co O Tr 0 N N co co 0 0 co 10 N 10 0 v 8 co 1)) N 10 • 25011 gpm hose --{ 7 co • 0 N n- 0 0 a - O co O co O Tr 0 N N co co 0 0 co 10 N 10 0 v 8 co 1)) N 10 EE as corn 00 o� E TA a' u, acoa COC0 M co ' oa LL U) 3 ai CL cin w 'w a Q Ca. acoa 0000 M N co 0 W a' N co W O V lC C LL 0 c MI c c'' .c 0001 a) cQ 0 0) � 4.4 O NF- ) • 250 gpm hose • O O O O M O CO O st O N co 1) O O M O O The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 HYDRAULIC DESIGN INFORMATION SHEET Job Name: The cheese Cake Factory Restaura Location: 230 Strander Blvd. Tukwila, Washington Drawing Date: 07/07/07 Remote Area Number: 1 Contractor: Cosco Fire Protection Telephone: 425 - 686-6300 1500 Woodinville/Redmond Rd. Ste. B-800 Woodinville, WA 98072 Designer: Walter Yanez Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: TYPE V -B Reviewing Authorities:Tukwila Fire Department Occupancy:A2 SYSTEM DESIGN Code:#13- 2007 Hazard:ORD II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1157 sq ftp 0.200 1 120.0 sq ftl 100 gpm 1 150 gpm 1 Sprinkler or Nozzle Make: RELIABL Model: G4A K -Factor: 5.60 Temperature Rating: 165 CALCULATION SUMMARY 19 Flowing Outlets gpm Required: 735.0 psi Required: 87.6 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 130.0 psi Residual Pres 20.0 psi At a Flow of 8800 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: 10" FIRE LOOP AT WESTFIELD SOUTH Source of Information: SYSTEM VOLUME 158 Gallons Notes: The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref TOR 1 3" Grvd 90 Ell 1 Pipe 6" 10x21 NW Pipe 1 6" Grvd Shotgun Valve 1 6" Grvd Butterfly Valve 1 6" Grvd Tee IV Hydr Ref R1 1 6" Grvd 90 Ell 1 Pipe 6" 10x21 NW Pipe HYDRAULIC LENGTH C ID Required at Hyd Area 1 7' 120 16' 120 " CV-1FR 32' 120 "BFV-N" 10' 120 30' 120 Elevation Change 14'6" Required at BOR 3.068 6.357 6.065 6.065 6.065 14' 120 6.065 10' 120 6.357 Hydr Ref R2 Required at REF 100 Fixed Flow Inside hose Allowanc 3 6" Flngd 90 Ell 42' 120 1 Pipe 6" SSx21 10' 120 1 Pipe 6" DIx18 DI CL 52 190' 140 1 6" MJ Tee 30' 120 1 6" Flngd Back Flow Valve Ames "3000 CHART LOSS Fixed Flow Outside Hose Allow. Hydr Ref R4 6.065 6.065 6.590 6.065 FLOW LOSS gpm psi 485 485 2.0 485 0.1 485 0.3 485 0.1 485 0.3 6.3 485 485 485 TOTALS 73.0 psi 82.0 psi 0.1 0.1 485 100 gpm 585 0.6 585 0.1 585 1.2 585 0.4 585 3.0 150 gpm Required at Source 735 Water Source130.0 psi static, 20.0 psi residual @ 8800 gpm SAFETY PRESSURE 735 gpm 82.2 psi 87.6 psi 128.9 psi Available Pressure of 128.9 psi Exceeds Required Pressure of 87.6 psi This is a safety margin of 41.3 psi or 32 % of Supply Maximum Water Velocity is 30.9 fps 41.3 psi The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Page 4 NODE ELEVATION SPR==NKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/;PSI^;-z)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 16.25 1S 13.00 2 16.25 2S 9.50 3 16.25 3S 14.00 4 16.25 4S 13.25 5 16.25 5S 15.00 6 16.25 6S 15.00 8 16.25 8S 13.00 9 16.25 9S 9.50 10 16.25 10S 14.00 11 16.25 11S 13.25 12 16.25 12S 11.00 13 16.25 13S 13.00 14 16.25 14S 13.25 15 16.25 15S 15.00 16 16.25 16S 15.00 18 16.00 18S 13.75 19 16.25 19S 13.25 20 16.25 20S 15.00 21 16.25 21S 15.00 71 16.00 72 16.00 73 16.00 74 16.00 75 16.00 77 16.00 78 16.00 79 16.00 80 16.00 81 16.00 82 16.00 83 16.00 84 16.00 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 16.1 16.6 16.6 18.0 18.3 18.5 20.7 20.9 24.8 24.6 34.2 33.7 11.0 11.8 11.4 13.2 12.6 13.0 11.6 12.3 11.7 13.0 12.7 13.4 14.5 15.0 18.4 18.4 25.9 25.7 32.9 32.6 36.2 35.9 36.9 36.3 39.8 39.2 36.8 26.8 23.3 20.0 18.2 28.1 20.1 17.0 15.7 13.9 12.6 13.8 12.8 22.8 14.8 0.33 23.7 18.0 0.26 24.1 20.0 0.24 25.6 14.8 0.37 27.8 24.0 0.23 32.5 24.0 0.27 19.2 14.8 0.27 20.3 18.0 0.23 20.2 20.0 0.20 19.6 14.8 0.28 20.2 14.8 0.29 20.5 14.8 0.29 21.7 14.8 0.31 24.0 24.0 0.20 28.4 24.0 0.24 32.0 14.8 0.46 33.5 14.8 0.48 33.8 14.8 0.48 35.0 14.8 0.50 The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 86 16.00 43.1 87 16.00 40.0 88 16.00 39.1 89 16.00 38.9 Al 16.00 55.1 A2 16.00 55.3 A3 16.00 56.8 A4 16.00 59.4 A5 16.00 61.1 A6 16.00 62.8 TOR 16.00 73.0 Max velocity of 30.90 occurs in the pipe from A2 TO 77 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 8 TO TOR (PRIMARY PATH) 19.22 1.049 1E 3.25 11.8 11.8 K = 5.60 8S C=120 2.00 -1.4 0.0 19.22 0.121 5.25 0.6 11.8 Vel = 7.20 8 1.049 1E 5.09 11.0 11.0 EqK = 5.79 C=120 1T 7.00 0.1 0.0 19.22 0.121 12.09 1.5 11.0 Vel = 7.20 20.33 1.380 10.90 12.6 12.6 82 C=120 0.00 0.0 0.0 See PATH 2 39.55 0.121 10.90 1.3 12.6 Vel = 8.57 20.21 1.380 81 C=120 59.76 0.259 7.11 13.9 13.9 0.00 0.0 0.0 See PATH 5 7.11 1.8 13.9 Vel = 12.95 60.29 1.610 80 C=120 120.06 0.445 2.74 15.7 15.7 0.00 0.0 0.0 See PATH 3 2.74 1.2 15.7 Vel = 19.11 21.72 1.610 79 C=120 141.78 0.605 5.14 17.0 17.0 0.00 0.0 0.0 See PATH 7 5.14 3.1 17.0 Vel = 22.56 24.00 1.610 10.00 20.1 20.1 78 C=120 0.00 0.0 0.0 See PATH 11 165.78 0.808 10.00 8.1 20.1 Vel = 26.38 28.38 1.610 1T 17.09 28.1 28.1 77 C=120 8.00 0.0 0.0 See PATH 14 194.16 1.083 25.09 27.2 28.1 Vel = 30.90 156.59 3.260 14.50 55.3 55.3 A2 C=120 0.00 0.0 0.0 See PATH 8 350.74 0.104 14.50 1.5 55.3 Vel = 13.61 134.29 3.260 13.35 56.8 56.8 A3 C=120 0.00 0.0 0.0 See PATH 15 485.04 0.190 13.35 2.5 56.8 Vel = 18.83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 8 TO TOR (PRIMARY PATH) 3.260 9.00 59.4 59.4 A4 C=120 0.00 0.0 0.0 485.04 0.190 9.00 1.7 59.4 Vel = 18.83 3.260 9.14 61.1 61.1 A5 C=120 0.00 0.0 0.0 485.04 0.190 9.14 1.7 61.1 Vel = 18.83 3.260 lE 24.02 62.8 62.8 A6 C=120 1T 29.57 0.0 0.0 485.04 0.190 53.58 10.2 62.8 Vel = 18.83 TOR 485.04 73.0 K = 56.79 PATH 2 FROM HYDRAULIC REFERENCE 9 TO 82 20.33 1.049 1E 6.75 13.2 13.2 K = 5.60 9S C=120 2.00 -2.9 0.0 20.33 0.134 8.75 1.2 13.2 Vel = 7.62 9 1.049 1E 0.75 11.4 11.4 EqK = 6.01 C=120 1T 7.00 0.1 0.0 20.33 0.134 7.75 1.0 11.4 Vel = 7.62 82 20.33 12.6 K = 5.73 PATH 3 FROM HYDRAULIC REFERENCE 11 TO 80 11S 19.63 1.049 1E 3.00 12.3 12.3 K = 5.60 C=120 2.00 -1.3 0.0 19.63 0.126 5.00 0.6 12.3 Vel = 7.36 11 1.049 2E C=120 19.63 0.126 4.51 11.6 11.6 EqK = 5.76 4.00 0.1 0.0 8.51 1.1 11.6 Vel = 7.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 11 TO 80 CONTINUED 20.18 1.049 84 C=120 39.81 0.465 2.26 12.8 12.8 0.00 0.0 0.0 See PATH 4 2.26 1.1 12.8 Vel = 14.92 20.48 1.380 1T 83 C=120 60.29 0.264 1.16 13.8 13.8 6.00 0.0 0.0 See PATH 6 7.16 1.9 13.8 Vel = 13.06 80 60.29 15.7 K = 15.20 PATH 4 FROM HYDRAULIC REFERENCE 12 TO 84 20.18 1.049 1E 12S C=120 20.18 0.132 5.25 13.0 13.0 K = 5.60 2.00 -2.3 0.0 7.25 1.0 13.0 Vel = 7.56 1.049 1E 0.75 11.7 11.7 EqK = 5.91 12 0=120 1T 7.00 0.1 0.0 20.18 0.132 7.75 1.0 11.7 Vel = 7.56 84 20.18 12.8 K = 5.64 PATH 5 FROM HYDRAULIC REFERENCE 10 TO 81 20.21 1.049 1E 10S C=120 20.21 0.133 2.25 13.0 13.0 K = 5.60 2.00 -1.0 0.0 4.25 0.6 13.0 Vel = 7.58 1.049 1E 1.78 12.6 12.6 EqK = 5.69 10 0=120 1T 7.00 0.1 0.0 20.21 0.133 8.78 1.2 12.6 Vel = 7.58 81 20.21 13.9 K = 5.42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 13 TO 83 20.48 1.049 1E 3.25 13.4 13.4 K = 5.60 13S C=120 2.00 -1.4 0.0 20.48 0.136 5.25 0.7 13.4 Vel = 7.68 1.049 1E 0.75 12.7 12.7 EqK = 5.75 13 0=120 1T 7.00 0.1 0.0 20.48 0.136 7.75 1.1 12.7 Vel = 7.68 83 20.48 13.8 K = 5.50 PATH 7 FROM HYDRAULIC REFERENCE 14 TO 79 21.72 1.049 lE 14S C=120 21.72 0.152 3.00 15.0 15.0 K = 5.60 2.00 -1.3 0.0 5.00 0.8 15.0 Vel = 8.14 1.049 2E 14 C=120 1T 21.72 0.152 6.44 14.5 14.5 EqK = 5.70 9.00 0.1 0.0 15.44 2.3 14.5 Vel = 8.14 79 21.72 17.0 K = 5.28 PATH 8 FROM HYDRAULIC REFERENCE 1 TO A2 1S 22.82 1.049 1E C=120 22.82 0.166 3.25 16.6 16.6 K = 5.60 2.00 -1.4 0.0 5.25 0.9 16.6 Vel = 8.56 1 1.049 1E 5.09 16.1 16.1 EqK = 5.69 C=120 1T 7.00 0.1 0.0 22.82 0.166 12.09 2.0 16.1 Vel = 8.56 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 1 TO A2 CONTINUED 23.74 1.380 10.90 18.2 18.2 75 C=120 0.00 0.0 0.0 See PATH 9 46.56 0.163 10.90 1.8 18.2 Vel = 10.08 24.09 1.380 9.34 20.0 20.0 74 C=120 0.00 0.0 0.0 See PATH 10 70.65 0.353 9.34 3.3 20.0 Vel = 15.30 25.63 1.380 5.64 23.3 23.3 73 C=120 0.00 0.0 0.0 See PATH 12 96.28 0.627 5.64 3.5 23.3 Vel = 20.85 27.78 1.380 10.00 26.8 26.8 72 C=120 0.00 0.0 0.0 See PATH 13 124.06 1.002 10.00 10.0 26.8 Vel = 26.87 32.53 1.610 1T 71 C=120 156.59 0.727 17.09 8.00 25.09 36.8 0.0 18.3 36.8 0.0 36.8 See PATH 16 Vel = 24.92 Al 3.260 C=120 156.59 0.023 10.33 55.1 55.1 0.00 0.0 0.0 10.33 0.2 55.1 Vel = 6.08 A2 156.59 55.3 K = 21.05 PATH 9 FROM HYDRAULIC REFERENCE 2 TO 75 23.74 1.049 lE 6.75 18.0 18.0 K = 5.60 2S C=120 2.00 -2.9 0.0 23.74 0.179 8.75 1.6 18.0 Vel = 8.90 2 1.049 lE 1.27 16.6 16.6 EqK = 5.83 C=120 1T 7.00 0.1 0.0 23.74 0.179 8.27 1.5 16.6 Vel = 8.90 75 23.74 18.2 K = 5.57 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Tyco Fire Products Page 11 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 3 TO 74 24.09 1.049 1E 2.25 18.5 18.5 K = 5.60 3S C=120 2.00 -1.0 0.0 24.09 0.184 4.25 0.8 18.5 Vel = 9.03 3 1.049 1E 1.44 18.3 18.3 EqK = 5.63 C=120 1T 7.00 0.1 0.0 24.09 0.184 8.44 1.6 18.3 Vel = 9.03 74 24.09 20.0 K = 5.39 PATH 11 FROM HYDRAULIC REFERENCE 15 TO 78 24.00 1.049 1E 15S C=120 24.00 0.182 1.25 18.4 18.4 K = 5.60 2.00 -0.5 0.0 3.25 0.6 18.4 Vel = 9.00 1.049 1E 1.42 18.4 18.4 EqK = 5.59 15 C=120 1T 7.00 0.1 0.0 24.00 0.182 8.42 1.5 18.4 Vel = 9.00 78 24.00 20.1 K = 5.36 PATH 12 FROM HYDRAULIC REFERENCE 4 TO 73 25.63 1.049 1E 3.00 20.9 20.9 K = 5.60 4S C=120 2.00 -1.3 0.0 25.63 0.206 5.00 1.0 20.9 Vel = 9.61 4 1.049 1E 5.06 20.7 20.7 EqK = 5.64 C=120 1T 7.00 0.1 0.0 25.63 0.206 12.06 2.5 20.7 Vel = 9.61 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Tyco Fire Products Page 12 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 73 25.63 23.3 K = 5.31 PATH 13 FROM HYDRAULIC REFERENCE 5 TO 72 27.78 1.049 1E 1.25 24.6 24.6 K = 5.60 5S C=120 2.00 -0.5 0.0 27.78 0.239 3.25 0.8 24.6 Vel = 10.41 5 1.049 1E 0.75 24.8 24.8 EqK = 5.57 C=120 1T 7.00 0.1 0.0 27.78 0.239 7.75 1.9 24.8 Vel = 10.41 72 27.78 26.8 K = 5.37 PATH 14 FROM HYDRAULIC REFERENCE 16 TO 77 28.38 1.049 1E 16S C=120 28.38 0.249 1.25 25.7 25.7 K = 5.60 2.00 -0.5 0.0 3.25 0.8 25.7 Vel = 10.64 1.049 1E 1.42 25.9 25.9 EqK = 5.57 16 C=120 1T 7.00 0.1 0.0 28.38 0.249 8.42 2.1 25.9 Vel = 10.64 77 28.38 28.1 K = 5.35 PATH 15 FROM HYDRAULIC REFERENCE 18 TO A3 31.96 1.049 1E 18S C=120 31.96 0.310 2.25 32.6 32.6 K = 5.60 2.00 -1.0 0.0 4.25 1.3 32.6 Vel = 11.98 1.049 1E 18 C=120 2T 31.96 0.310 7.39 32.9 32.9 EqK = 5.57 12.00 0.0 0.0 19.39 6.0 32.9 Vel = 11.98 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 4 Tyco Fire Products Page 13 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 15 FROM HYDRAULIC REFERENCE 18 TO A3 CONTINUED 1.380 89 C=120 31.96 0.081 2.80 38.9 38.9 0.00 0.0 0.0 2.80 0.2 38.9 Vel = 6.92 33.53 1.610 88 C=120 65.49 0.145 5.64 39.1 39.1 0.00 0.0 0.0 See PATH 17 5.64 0.8 39.1 Vel = 10.42 33.76 1.610 10.00 40.0 40.0 87 C=120 0.00 0.0 0.0 See PATH 18 99.25 0.313 10.00 3.1 40.0 Vel = 15.79 35.05 1.610 1T 17.09 43.1 43.1 86 C=120 8.00 0.0 0.0 See PATH 19 134.29 0.547 25.09 13.7 43.1 Vel = 21.37 A3 134.29 56.8 K = 17.82 PATH 16 FROM HYDRAULIC REFERENCE 6 TO 71 32.53 1.049 1E 1.25 33.7 33.7 K = 5.60 6S C=120 2.00 -0.5 0.0 32.53 0.320 3.25 1.0 33.7 Vel = 12.19 6 1.049 1E 0.75 34.2 34.2 EqK = 5.56 C=120 1T 7.00 0.1 0.0 32.53 0.320 7.75 2.5 34.2 Vel = 12.19 71 32.53 36.8 K = 5.36 PATH 17 FROM HYDRAULIC REFERENCE 19 TO 88 33.53 1.049 1E 3.00 35.9 35.9 K = 5.60 19S C=120 2.00 -1.3 0.0 33.53 0.339 5.00 1.7 35.9 Vel = 12.57 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 Tyco Fire Products 7/27/07 11: 4 Page 14 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 17 FROM HYDRAULIC REFERENCE 19 TO 88 CONTINUED 1.049 1E 1.23 36.2 36.2 EqK = 5.57 19 C=120 1T 7.00 0.1 0.0 33.53 0.339 8.23 2.8 36.2 Vel = 12.57 88 33.53 39.1 K = 5.36 PATH 18 FROM HYDRAULIC REFERENCE 20 TO 87 33.76 1.049 1E 20S C=120 33.76 0.343 1.25 36.3 36.3 K = 5.60 2.00 -0.5 0.0 3.25 1.1 36.3 Vel = 12.65 1.049 1E 1.58 36.9 36.9 EqK = 5.56 20 C=120 1T 7.00 0.1 0.0 33.76 0.343 8.58 2.9 36.9 Vel = 12.65 87 33.76 40.0 K = 5.34 PATH 19 FROM HYDRAULIC REFERENCE 21 TO 86 35.05 1.049 1E 21S C=120 35.05 0.367 1.25 39.2 39.2 K = 5.60 2.00 -0.5 0.0 3.25 1.2 39.2 Vel = 13.14 1.049 1E 1.58 39.8 39.8 EqK = 5.55 21 C=120 1T 7.00 0.1 0.0 35.05 0.367 8.58 3.2 39.8 Vel = 13.14 86 35.05 43.1 K = 5.34 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 HYDRAULIC DESIGN INFORMATION SHEET Job Name: The cheese Cake Factory Restaura Location: 230 Strander Blvd. Tukwila, Washington Drawing Date: 07/07/07 Remote Area Number: 2 Contractor: Cosco Fire Protection Telephone: 425 - 686-6300 1500 Woodinville/Redmond Rd. Ste. B-800 Woodinville, WA 98072 Designer: Walter Yanez Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: TYPE V -B Occupancy:A2 Reviewing Authorities:Tukwila Fire Department SYSTEM DESIGN Code:# 13 2007 Hazard:ORD. I System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1510 sq ftl 0.150 I 130.0 sq ftl 100 gpm 1 150 gpm I Sprinkler or Nozzle Make: RELIABL Model: G4A K -Factor: 5.60 Temperature Rating: 165 CALCULATION SUMMARY 21 Flowing Outlets gpm Required: 714.9 psi Required: 45.2 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 130.0 psi 20.0 psi 8800 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: 10" FIRE LOOP AT WESTFIELD SOUTH Source of Information: SYSTEM VOLUME 158 Gallons Notes: The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref TOR Hydr Ref TOR 1 3" Grvd 90 Ell 1 Pipe 6" 10x21 NW Pipe 1 6" Grvd Shotgun Valve 1 6" Grvd Butterfly Valve 1 6" Grvd Tee Hydr Ref R1 1 6" Grvd 90 Ell 1 Pipe 6" 10x21 NW Pipe HYDRAULIC FLOW LOSS gpm psi LENGTH C ID Required at Hyd Area 2 465 Required at Hyd Area 2 364 7' 120 3.068 465 1.8 16' 120 6.357 465 0.1 CV-1FR 32' 120 6.065 465 0.3 "BFV-N" 10' 120 6.065 465 0.1 30' 120 6.065 465 0.3 Elevation Change 14'6" 6.3 Required at BOR 465 14' 120 6.065 465 0.1 10' 120 6.357 465 0.1 Hydr Ref R2 Required at REF 100 Fixed Flow Inside hose Allowanc 3 6" Flngd 90 Ell 42' 120 6.065 1 Pipe 6" SSx21 10' 120 6.065 1 Pipe 6" DIx18 DI CL 52 190' 140 6.590 1 6" MJ Tee 30' 120 6.065 1 6" Flngd Back Flow Valve Ames "3000 CHART LOSS Fixed Flow Outside Hose Allow. Hydr Ref R4 Required at Source Water Source130.0 psi static, 20.0 psi residual @ 8800 gpm SAFETY PRESSURE 465 100 gpm 565 0.5 565 0.1 565 1.2 565 0.4 565 3.0 150 gpm 715 715 gpm TOTALS 31.0 psi 23.4 psi 39.8 psi 40.0 psi 45.2 psi 128.9 psi Available Pressure of 128.9 psi Exceeds Required Pressure of 45.2 psi This is a safety margin of 83.7 psi or 65 % of Supply Maximum Water Velocity is 18.0 fps 83.7 psi The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^;)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 30 16.25 30S 13.25 31 16.25 31S 13.75 32 16.25 32S 13.75 33 16.25 33S 13.75 34 16.25 34S 13.75 35 16.25 35S 13.25 36 16.25 36S 13.00 37 16.25 37S 14.75 38 16.25 38S 14.75 39 16.25 39S 14.75 40 16.25 40S 13.00 41 16.25 41S 14.75 42 16.25 42S 6.50 43 16.25 43S 10.50 44 16.25 44S 10.50 45 16.25 45S 6.50 46 16.25 46S 10.50 47 16.25 47S 10.50 48 16.25 48S 6.50 49 16.25 49S 10.50 50 16.25 50S 6.50 90 16.00 91 16.00 92 16.00 93 16.00 94 16.00 95 16.00 96 16.00 97 16.00 98 16.00 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 11.4 12.1 11.7 12.2 12.3 12.8 14.8 15.2 16.4 16.7 18.6 18.9 13.6 14.2 13.9 14.1 15.0 15.1 16.3 16.3 16.5 17.1 17.8 17.8 11.8 14.4 12.5 13.9 13.0 14.4 13.2 15.6 14.7 15.9 16.1 17.2 15.8 17.9 17.4 18.5 17.2 19.2 20.3 17.9 16.2 13.6 12.8 12.6 19.3 17.7 16.3 19.5 19.6 20.1 21.8 22.9 24.4 21.1 21.0 21.7 22.6 23.1 23.6 21.2 20.9 21.2 22.1 22.3 23.2 23.7 24.1 24.6 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 19.5 15.0 19.5 19.5 15.0 19.5 19.5 19.5 19.5 15.0 0.15 0.15 0.15 0.17 0.18 0.19 0.16 0.16 0.17 0.17 0.18 0.18 0.21 0.16 0.16 0.22 0.17 0.18 0.18 0.19 0.25 The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 99 16.00 15.2 100 16.00 14.9 101 16.00 19.1 102 16.00 18.9 103 16.00 17.5 104 16.00 17.5 105 16.00 16.0 106 16.00 14.8 107 16.00 14.3 108 16.00 13.7 109 16.00 13.7 A4 16.00 20.9 A5 16.00 21.0 A6 16.00 21.6 TOR 16.00 31.0 Max velocity of 18.04 occurs in the pipe from TOR TO A6 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 30 TO TOR (PRIMARY PATH) 19.50 1.049 1E 30S C=120 19.50 0.124 3.00 12.1 12.1 K = 5.60 2.00 -1.3 0.0 5.00 0.6 12.1 Vel = 7.31 1.049 1E 1.42 11.4 11.4 EqK = 5.76 30 C=120 1T 7.00 0.1 0.0 19.50 0.124 8.42 1.0 11.4 Vel = 7.31 1.380 7.64 12.6 12.6 95 C=120 0.00 0.0 0.0 19.50 0.033 7.64 0.2 12.6 Vel = 4.22 19.57 1.380 94 C=120 39.07 0.118 6.00 12.8 12.8 0.00 0.0 0.0 See PATH 2 6.00 0.7 12.8 Vel = 8.46 20.07 1.380 10.28 13.6 13.6 93 C=120 0.00 0.0 0.0 See PATH 4 59.13 0.254 10.28 2.6 13.6 Vel = 12.81 21.81 1.610 8.00 16.2 16.2 92 C=120 0.00 0.0 0.0 See PATH 11 80.95 0.215 8.00 1.7 16.2 Vel = 12.88 22.89 1.610 1T 0.82 17.9 17.9 91 C=120 8.00 0.0 0.0 See PATH 16 103.84 0.340 8.82 3.0 17.9 Vel = 16.52 24.37 3.260 9.00 20.9 20.9 A4 C=120 0.00 0.0 0.0 See PATH 21 128.20 0.016 9.00 0.1 20.9 Vel = 4.98 133.32 3.260 9.14 21.0 21.0 A5 C=120 0.00 0.0 0.0 See PATH 8 AND 17 261.52 0.060 9.14 0.6 21.0 Vel = 10.15 203.38 3.260 1E 24.02 21.6 21.6 A6 C=120 1T 29.57 0.0 0.0 See PATH 3 AND 13 464.90 0.175 53.58 9.4 21.6 Vel = 18.04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn TOR 464.90 31.0 K = 83.53 PATH 2 FROM HYDRAULIC REFERENCE 31 TO 94 19.57 1.049 1E 2.50 12.2 12.2 K = 5.60 31S C=120 2.00 -1.1 0.0 19.57 0.125 4.50 0.6 12.2 Vel = 7.34 1.049 1E 1.42 11.7 11.7 EqK = 5.72 31 C=120 1T 7.00 0.1 0.0 19.57 0.125 8.42 1.1 11.7 Vel = 7.34 94 19.57 12.8 K = 5.46 PATH 3 FROM HYDRAULIC REFERENCE 42 TO A6 21.23 1.049 1E 42S C=120 21.23 0.145 9.75 14.4 14.4 K = 5.60 2.00 -4.2 0.0 11.75 1.7 14.4 Vel = 7.96 1.049 2E 2.78 11.8 11.8 EqK = 6.17 42 C=120 1T 9.00 0.1 0.0 21.23 0.145 11.78 1.7 11.8 Vel = 7.96 109 1.610 C=120 21.23 0.018 0.79 13.7 13.7 0.00 0.0 0.0 0.79 0.0 13.7 Vel = 3.38 108 20.87 1.610 C=120 42.09 0.064 9.00 13.7 13.7 0.00 0.0 0.0 See PATH 5 9.00 0.6 13.7 Vel = 6.70 107 21.24 1.610 C=120 63.33 0.136 3.71 14.3 14.3 0.00 0.0 0.0 See PATH 6 3.71 0.5 14.3 Vel = 10.08 106 22.11 1.610 C=120 85.44 0.237 5.29 14.8 14.8 0.00 0.0 0.0 See PATH 7 5.29 1.3 14.8 Vel = 13.60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Tyco Fire Products Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 42 TO A6 CONTINUED 22.35 1.610 1T 105 C=120 107.79 0.364 7.28 8.00 15.28 16.0 0.0 5.6 16.0 0.0 16.0 See PATH 10 Vel = 17.15 A6 107.79 21.6 K = 23.20 PATH 4 FROM HYDRAULIC REFERENCE 32 TO 93 20.07 1.049 1E 32S C=120 20.07 0.131 2.50 12.8 12.8 K = 5.60 2.00 -1.1 0.0 4.50 0.6 12.8 Vel = 7.52 1.049 1E 1.42 12.3 12.3 EqK = 5.71 32 0=120 1T 7.00 0.1 0.0 20.07 0.131 8.42 1.1 12.3 Vel = 7.52 93 20.07 13.6 K = 5.45 PATH 5 FROM HYDRAULIC REFERENCE 43 TO 108 20.87 1.049 lE 43S C=120 20.87 0.141 5.75 13.9 13.9 K = 5.60 2.00 -2.5 0.0 7.75 1.1 13.9 Vel = 7.82 1.049 1E 0.75 12.5 12.5 EqK = 5.91 43 0=120 1T 7.00 0.1 0.0 20.87 0.141 7.75 1.1 12.5 Vel = 7.82 108 20.87 13.7 K = 5.64 PATH 6 FROM HYDRAULIC REFERENCE 44 TO 107 21.24 1.049 1E 44S C=120 21.24 0.145 5.75 14.4 14.4 K = 5.60 2.00 -2.5 0.0 7.75 1.1 14.4 Vel = 7.96 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Tyco Fire Products Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 44 TO 107 CONTINUED 1.049 1E 0.75 13.0 13.0 EqK = 5.89 44 0=120 1T 7.00 0.1 0.0 21.24 0.145 7.75 1.1 13.0 Vel = 7.96 107 21.24 14.3 K = 5.63 PATH 7 FROM HYDRAULIC REFERENCE 45 TO 106 22.11 1.049 1E 9.75 15.6 15.6 K = 5.60 45S C=120 2.00 -4.2 0.0 22.11 0.157 11.75 1.8 15.6 Vel = 8.29 1.049 1E 2.28 13.2 13.2 EqK = 6.09 45 0=120 1T 7.00 0.1 0.0 22.11 0.157 9.28 1.5 13.2 Vel = 8.29 106 22.11 14.8 K = 5.76 PATH 8 FROM HYDRAULIC REFERENCE 36 TO A5 21.14 1.049 1E 36S C=120 21.14 0.144 3.25 14.2 14.2 K = 5.60 2.00 -1.4 0.0 5.25 0.8 14.2 Vel = 7.92 1.049 1E 1.08 13.6 13.6 EqK = 5.73 36 0=120 1T 7.00 0.1 0.0 21.14 0.144 8.08 1.2 13.6 Vel = 7.92 100 1.380 C=120 21.14 0.038 8.94 14.9 14.9 0.00 0.0 0.0 8.94 0.3 14.9 Vel = 4.58 21.03 1.380 8.00 15.2 15.2 99 C=120 0.00 0.0 0.0 See PATH 9 42.16 0.136 8.00 1.1 15.2 Vel = 9.13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 36 TO A5 CONTINUED 21.75 1.610 10.00 16.3 16.3 98 C=120 0.00 0.0 0.0 See PATH 12 63.91 0.139 10.00 1.4 16.3 Vel = 10.17 22.63 1.610 1T 5.79 17.7 17.7 97 C=120 8.00 0.0 0.0 See PATH 15 86.54 0.243 13.79 3.3 17.7 Vel = 13.77 A5 86.54 21.0 K = 18.87 PATH 9 FROM HYDRAULIC REFERENCE 37 TO 99 21.03 1.049 1E 37S C=120 21.03 0.143 1.50 14.1 14.1 K = 5.60 2.00 -0.6 0.0 3.50 0.5 14.1 Vel = 7.88 1.049 1E 1.08 13.9 13.9 EqK = 5.63 37 C=120 1T 7.00 0.1 0.0 21.03 0.143 8.08 1.2 13.9 Vel = 7.88 99 21.03 15.2 K = 5.39 PATH 10 FROM HYDRAULIC REFERENCE 46 TO 105 22.35 1.049 1E 46S C=120 22.35 0.160 5.75 15.9 15.9 K = 5.60 2.00 -2.5 0.0 7.75 1.2 15.9 Vel = 8.38 1.049 1E 46 C=120 1T 22.35 0.160 0.75 14.7 14.7 EqK = 5.84 7.00 0.1 0.0 7.75 1.2 14.7 Vel = 8.38 105 22.35 16.0 K = 5.58 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 11 FROM HYDRAULIC REFERENCE 33 TO 92 21.81 1.049 1E 2.50 15.2 15.2 K = 5.60 33S C=120 2.00 -1.1 0.0 21.81 0.153 4.50 0.7 15.2 Vel = 8.18 1.049 1E 1.42 14.8 14.8 EqK = 5.67 33 C=120 1T 7.00 0.1 0.0 21.81 0.153 8.42 1.3 14.8 Vel = 8.18 92 21.81 16.2 K = 5.42 PATH 12 FROM HYDRAULIC REFERENCE 38 TO 98 21.75 1.049 1E 38S C=120 21.75 0.152 1.50 15.1 15.1 K = 5.60 2.00 -0.6 0.0 3.50 0.5 15.1 Vel = 8.15 1.049 1E 1.08 15.0 15.0 EqK = 5.62 38 C=120 1T 7.00 0.1 0.0 21.75 0.152 8.08 1.2 15.0 Vel = 8.15 98 21.75 16.3 K = 5.39 PATH 13 FROM HYDRAULIC REFERENCE 48 TO A6 23.72 1.049 1E 48S C=120 23.72 0.178 9.75 17.9 17.9 K = 5.60 2.00 -4.2 0.0 11.75 2.1 17.9 Vel = 8.89 1.049 1E 2.05 15.8 15.8 EqK = 5.97 48 C=120 1T 7.00 0.1 0.0 23.72 0.178 9.05 1.6 15.8 Vel = 8.89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 13 FROM HYDRAULIC REFERENCE 48 TO A6 CONTINUED 103 23.24 1.380 C=120 46.97 0.166 8.25 0.00 8.25 17.5 0.0 1.4 17.5 0.0 17.5 See PATH 14 Vel = 10.17 102 24.06 1.610 C=120 71.02 0.168 1.29 18.9 18.9 0.00 0.0 0.0 See PATH 19 1.29 0.2 18.9 Vel = 11.30 24.57 1.610 1T 101 C=120 95.59 0.292 0.43 8.00 8.43 19.1 0.0 2.5 19.1 0.0 See PATH 18 19.1 Vel = 15.21 A6 95.59 21.6 K = 20.58 PATH 14 FROM HYDRAULIC REFERENCE 47 TO 103 23.24 1.049 1E 47S C=120 23.24 0.172 5.75 17.2 17.2 K = 5.60 2.00 -2.5 0.0 7.75 1.3 17.2 Vel = 8.71 1.049 1E 0.75 16.1 16.1 EqK = 5.80 47 C=120 1T 7.00 0.1 0.0 23.24 0.172 7.75 1.3 16.1 Vel = 8.71 104 1.380 C=120 23.24 0.045 0.75 17.5 17.5 0.00 0.0 0.0 0.75 0.0 17.5 Vel = 5.03 103 23.24 17.5 K = 5.55 PATH 15 FROM HYDRAULIC REFERENCE 39 TO 97 22.63 1.049 1E 39S C=120 22.63 0.164 1.50 16.3 16.3 K = 5.60 2.00 -0.6 0.0 3.50 0.6 16.3 Vel = 8.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 15 FROM HYDRAULIC REFERENCE 39 TO 97 CONTINUED 1.049 1E 1.08 16.3 16.3 EqK = 5.61 39 0=120 1T 7.00 0.1 0.0 22.63 0.164 8.08 1.3 16.3 Vel = 8.48 97 22.63 17.7 K = 5.38 PATH 16 FROM HYDRAULIC REFERENCE 34 TO 91 22.89 1.049 1E 34S C=120 22.89 0.167 2.50 16.7 16.7 K = 5.60 2.00 -1.1 0.0 4.50 0.7 16.7 Vel = 8.58 1.049 1E 1.42 16.4 16.4 EqK = 5.66 34 0=120 1T 7.00 0.1 0.0 22.89 0.167 8.42 1.4 16.4 Vel = 8.58 91 22.89 17.9 K = 5.41 PATH 17 FROM HYDRAULIC REFERENCE 40 TO A5 23.13 1.049 1E 40S C=120 23.13 0.170 3.25 17.1 17.1 K = 5.60 2.00 -1.4 0.0 5.25 0.9 17.1 Vel = 8.67 1.049 1E 8.82 16.5 16.5 EqK = 5.69 40 0=120 1T 7.00 0.1 0.0 23.13 0.170 15.82 2.7 16.5 Vel = 8.67 23.65 1.380 1T 96 C=120 46.78 0.165 4.21 6.00 10.21 19.3 0.0 1.7 19.3 0.0 19.3 See PATH 20 Vel = 10.13 A5 46.78 21.0 K = 10.20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 7/27/07 11: 5 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 18 FROM HYDRAULIC REFERENCE 50 TO 101 24.57 1.049 1E 50S C=120 24.57 0.190 9.75 19.2 19.2 K = 5.60 2.00 -4.2 0.0 11.75 2.2 19.2 Vel = 9.21 1.049 1E 2.28 17.2 17.2 EqK = 5.91 50 0=120 1T 7.00 0.1 0.0 24.57 0.190 9.28 1.8 17.2 Vel = 9.21 101 24.57 19.1 K = 5.62 PATH 19 FROM HYDRAULIC REFERENCE 49 TO 102 24.06 1.049 1E 49S C=120 24.06 0.183 5.75 18.5 18.5 K = 5.60 2.00 -2.5 0.0 7.75 1.4 18.5 Vel = 9.02 1.049 1E 0.75 17.4 17.4 EqK = 5.77 49 0=120 1T 7.00 0.1 0.0 24.06 0.183 7.75 1.4 17.4 Vel = 9.02 102 24.06 18.9 K = 5.53 PATH 20 FROM HYDRAULIC REFERENCE 41 TO 96 23.65 1.049 1E 41S C=120 23.65 0.177 1.50 17.8 17.8 K = 5.60 2.00 -0.6 0.0 3.50 0.6 17.8 Vel = 8.87 1.049 1E 41 C=120 1T 23.65 0.177 1.08 17.8 17.8 EqK = 5.60 7.00 0.1 0.0 8.08 1.4 17.8 Vel = 8.87 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 Tyco Fire Products 7/27/07 11: 5 Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 96 23.65 19.3 K = 5.38 PATH 21 FROM HYDRAULIC REFERENCE 35 TO A4 24.37 1.049 1E 35S C=120 24.37 0.187 3.00 18.9 18.9 K = 5.60 2.00 -1.3 0.0 5.00 0.9 18.9 Vel = 9.13 1.049 1E 1.42 18.6 18.6 EqK = 5.65 35 C=120 1T 7.00 0.1 0.0 24.37 0.187 8.42 1.6 18.6 Vel = 9.13 1.380 1T 6.82 20.3 20.3 90 C=120 6.00 0.0 0.0 24.37 0.049 12.82 0.6 20.3 Vel = 5.28 A4 24.37 20.9 K = 5.33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 8/ 8/07 12:54 HYDRAULIC DESIGN INFORMATION SHEET Job Name: The cheese Cake Factory Restaura Location: 230 Strander Blvd. Tukwila, Washington Drawing Date: 07/07/07 Contractor: Cosco Fire Protection 1500 Woodinville/Redmond Rd. Ste. B-800 Woodinville, WA 98072 Remote Area Number: 3 Telephone: 425 - 686-6300 Designer: Walter Yanez Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: TYPE V -B Reviewing Authorities:Tukwila Fire Department Occupancy:A2 SYSTEM DESIGN Code:# 13 2007 Hazard:ORD I System Type:DRY Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 400 sq ftl 0.150 100.0 sq ftl 100 gpm 1 150 gpm Sprinkler or Nozzle Make: RELIABL Model: FIFR K -Factor: 5.60 Temperature Rating: 200 - CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 163.7 psi Required: 87.1 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 130.0 psi 20.0 psi 8800 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: 10" FIRE LOOP AT WESTFIELD SOUTH Source of Information: SYSTEM VOLUME 157 Gallons Notes: The cheese Cake Factory Restaura Drawing Date:07/07/07 8/ 8/07 12:54 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref TOR Required at Hyd Area 3 64 1 1-1/2" Grvd 90 Ell 4' 100 1.610 64 1.1 1 Pipe 1'" 40x21 14' 100 1.610 64 2.7 1 211" Grvd Dry Valve Reliabl "MOD A" 10' 120 2.469 64 0.2 1 21" Grvd Butterfly Valve GLOBAL " " 10' 120 2.469 64 0.2 1 2-1/2" Grvd Tee 12' 120 2.469 64 0.2 Elevation Change 14'6" 6.3 Hydr Ref R1 1 6" Grvd 90 Ell 1 Pipe 6" 10x21 NW Pipe Required at BOR 64 14' 120 6.065 64 0.0 10' 120 6.357 64 0.0 Hydr Ref R2 Required at REF 100 64 Fixed Flow Inside hose Allowanc 100 gpm 3 6" Flngd 90 Ell 42' 120 6.065 164 0.1 1 Pipe 6" SSx21 10' 120 6.065 164 0.0 1 Pipe 6" DIx18 DI CL 52 190' 140 6.590 164 0.1 1 6" MJ Tee 30' 120 6.065 164 0.0 1 6" Flngd Back Flow Valve Ames "3000 CHART LOSS 164 3.3 72.9 psi 83.5 psi 83.5 psi Hydr Ref R4 Required at Source 164 87.1 psi Water Source130.0 psi static, 20.0 psi residual @ 8800 gpm 164 gpm 129.9 psi SAFETY PRESSURE 42.9 psi Available Pressure of 129.9 psi Exceeds Required Pressure of 87.1 psi This is a safety margin of 42.9 psi or 33 % of Supply Maximum Water Velocity is 23.9 fps The cheese Cake Factory Restaura Drawing Date:07/07/07 8/ 8/07 12:54 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations The cheese Cake Factory Restaura Drawing Date:07/07/07 8/ 8/07 12:54 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 60 32.08 5.60 8.0 15.9 15.0 0.16 61 32.08 5.60 9.1 16.8 15.0 0.17 62 32.08 5.60 7.2 15.0 15.0 0.15 63 32.08 5.60 8.2 16.0 15.0 0.16 110 32.08 13.2 111 32.08 8.7 112 32.08 9.6 B1 28.83 19.7 B2 14.83 53.9 C1 15.00 33.0 D1 14.83 54.3 D2 14.83 54.5 TOR 14.58 72.9 Max velocity of 23.89 occurs in the pipe from 110 TO B1 The cheese Cake Factory Restaura Drawing Date:07/07/07 8/ 8/07 12:54 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 62 TO TOR (PRIMARY PATH) 15.00 1.049 2E 11.77 7.2 7.2 K = 5.60 62 C=100 2.85 0.0 0.0 15.00 0.107 14.63 1.6 7.2 Vel = 5.62 111 16.02 1.049 1E 5.88 8.7 8.7 C=100 1T 5.00 0.0 0.0 See PATH 3 31.02 0.411 10.87 4.5 8.7 Vel = 11.63 110 32.73 1.049 C=100 63.74 1.557 3.25 13.2 13.2 0.00 1.4 0.0 See PATH 2 3.25 5.1 13.2 Vel = 23.89 B1 1.380 1E C=100 63.74 0.409 15.83 2.14 17.97 19.7 6.0 7.4 19.7 0.0 19.7 Vel = 13.81 01 1.380 2E 46.42 33.0 33.0 C=100 4.28 0.1 0.0 63.74 0.409 50.71 20.8 33.0 Vel = 13.81 1.380 1.00 53.9 53.9 B2 C=100 0.00 0.0 0.0 63.74 0.409 1.00 0.4 53.9 Vel = 13.81 D1 1.610 0=100 63.74 0.193 1.00 54.3 54.3 0.00 0.0 0.0 1.00 0.2 54.3 Vel = 10.14 1.610 3E 86.28 54.5 54.5 D2 0=100 8.56 0.1 0.0 63.74 0.193 94.85 18.3 54.5 Vel = 10.14 TOR 63.74 72.9 K = 7.47 PATH 2 FROM HYDRAULIC REFERENCE 60 TO 110 15.88 1.049 2E 10.28 8.0 8.0 K = 5.60 60 C=100 2.85 0.0 0.0 15.88 0.119 13.13 1.6 8.0 Vel = 5.95 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) The cheese Cake Factory Restaura Drawing Date:07/07/07 8/ 8/07 12:54 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 60 TO 110 CONTINUED 16.85 1.049 1T 112 C=100 32.73 0.453 4.38 9.6 9.6 3.57 0.0 0.0 See PATH 4 7.94 3.6 9.6 Vel = 12.27 110 32.73 13.2 K = 9.01 PATH 3 FROM HYDRAULIC REFERENCE 63 TO 111 16.02 1.049 1T 1.08 8.2 8.2 K = 5.60 63 C=100 3.57 0.0 0.0 16.02 0.121 4.65 0.6 8.2 Vel = 6.00 111 16.02 8.7 K = 5.42 PATH 4 FROM HYDRAULIC REFERENCE 61 TO 112 16.85 1.049 1T 0.58 9.1 9.1 K = 5.60 61 C=100 3.57 0.0 0.0 16.85 0.133 4.15 0.6 9.1 Vel = 6.32 112 16.85 9.6 K = 5.44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) EE as 0) 0) 00 0 L) .- a - 0.i ail cO _ E E ._ ._ () a0. (1) (ri 0.0)0)0.0. e co 0)o w LL 1- a 0 0 • 0 0 N 0 0 a) O L E a 0) 0 1) n1 a O c) 0 co 0 0 c0 • 0 N Li] + Remote Pull Station place @ 48" above floor and in the path of egress. Fusible link assemblies @ 450 degrees O y W ((D CD D " CD b173 •t O O (D CD (D g.--r (D FL; N• � "p O O O O N Cl • N y N N O CD O W_ NO C:N O " (D tL• O� 0 CD cn • cn �' ON CD 0 112, 'C3 • eci• w —. pj cr n O CD a N Q N—(D •Ics �CD � (IQ CA¢. .73• c)� O v,- O O O O O ((DD �' N . • 0 N_ CD cn ti• CA 0 � O COAD N":1 0 0 Iv O CD g (D n N (D 1aumg ,409 nUing c 09 00 • se i� i i • • • • • 00 c4 luaiuzatID dam ZOIII PAID JUL 2 6 2007 Tukwila Fire �zsi�9 s�- Remote pull station placed @ 48" above floor and in the path of egress. Fusible link assemblies @ 450 degrees 1 ANS 1,7_, DESIGN INSTALLATION RECHARGE AND MAINTENANCE MANUAL R-102 RESTAURANT FIRE SUPPRESSION SYSTEM (Standard UL 300 Listed) Subject To Field Inspection By The Fire Marshal DISTRIBUTION PIPING REQUIREMENTS (Continued) Distribution Piping Requirements -- 9.0 Gallon System ► This optional configuration consists only of three 3 -gallon tanks, all ► pressurized from a single double -tank nitrogen 8 rcartr8. 7a s with No. t, expellant gas hoses connected as shown in Figure 1 and No. pe l must hoses and Tankcted ctly to No. 3the mustgbetcconnected to sepa- rate expellant gasexpellant gas hose as shown in Figure 88. ►Tank No. 2 with a third exp Each tank must be connected to an independent distribution pip- .- ing network as shown in Figure 88. Distribution piping require- ments for each networkmust be as th between thelows: start of the first branch line 1. and maximum if th not exceed 24 ft. and ). start of the last bine is' spli , hetcombin d total of both(7.3 m). When the supply (from the start of the first branch legs of the supply line line to the start of the last branch line) must not exceed 24 ft. ► (7.3 m). See Figure 84. 2. The total length of all branch lines must not exceed 36 ft. • (10.9 m). See Figure 84. 3. Use a 3/8 in. union to connect the tank adaptor to the 3/8 in. supply line. 4. A maximum of two nozzles are allowed per duct branch line. 5. When using this 9.0 gallon system configuration, no mani- folding of distribution piping is allowed. • 6. When an ANSUL AUTOMAN Regulated Release , additional onal regulatory actuators scannot dbe this configuration, used. ► 7. Only 3 gallon tanks can be utilized in this configuration. I8. The requirements of the following table must not be exceeded Appliance t- for each 3 gallon tank: Duct Plenum gr rich ine ranch Line Branch Line -LIQ` 3/8 in. 318 in. R aui 318 in. 12R. 3/8 in. ft Pipe mue 40 ft. 8 ft. 4 41 . m) (3.7 m) Maximum Length (12 2 m) (2.4 m} 2 ft. ( Oft. 2 ft. (.6 m) 6 ft. (1 2 m) (.6 m) Maximum Rise (1 8 m) 4 6 4 SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-49 10-1-02 REV. 2 30 GALLON TANK NO. 3 TWO TANK ENCLOSURE ASSEMBLY PART NO. j1 419604 (INCLUDES (2) HOSES AND (2) GROMMETS) ► 3 GALLON REGULATED DOUBLE OUBL TA OR NITROGEN RELEASE ASSEMBLY, LT-A-101-30AT DG CARTRIDGE OR 3 GALLON REGULATED ACTUATOR (REGULATED ONLY) ACTUATOR ASSEMBLY FIGURE 8 8 107 Maximum 90*.2 4 Elbows 1 2 4 Maximum Tees 4 2 Maximum Flow 11* Numbers protection, and.or, a 1F nozzle or range Protea appliance nozzles. andior. a 1N nozzle or wok or griddle 'Exceptions' 1 Twelve (12) flow numbers are allowed ect onany tank not containing Iwo.Bow aP Bance nottles. lion. andror, a 3N nozzle for fryer p one tank using Trance nozzles 2 Twelve (12) Bow numbers are alowed'w'" y one tank using only three -flow app ,n must be as shown in Figure 59 on ► 3 Twelve (12) flow numbers are allowed' any 432. the discharge piping Special Instructions: four (4) Dean proximity as shown in Figu'e 58 on Page 1 2W duct nozzle, one (1) 1l2N eteclroslaac precipitator Houle, 1, When four n Industries GTI Gas Fryers are Protected al low P y Page 4-32.combination of one (1) 2 Department no zl or 33ad(1) 1/2 elemr031a ► applications. 11 5 flow numbersare Contact Awhen osu Applications nation of one 2. For (1)'a,N plena Hoz le. a 4 two -Bow app one 1N plenum nozzle. and low ( ) 9 SECTION IV — SYSTEM DESIGN UL EX 3470 ULC CEx747 101-02 RPage 4-29V 3 Nozzle Application Chart (Continued) Nozzle Tip Minimum Stamping — Nozzle Nozzle Part No.. Flow No MmeNozzle num Hazard uantlt Hel his Hazard Dimensions Fryer/Split Vat Fryer`" Maximum Size (with drip board) 21 in. (53 cm) x 14 in. (36 cm) (Fry Pot must not exceed 15 in. x 14 in. 230 (38 cm x 36 cm)) Hi7 — 47 in. 419339 Med Pro Proxy 1 1 20 — 27 in. 419340 2450 Medium Proximity Maximum Size (with drip board) 25 3/8 in. (64.4 cm) x 19 1/2 in. (49.5 cm) (Fry pot side must not exceed 19 1/2 in. (49.5 cm) x 19 in. 3N (48.2 cm) 21 — 34 in. 419338 1 419342 290 Low Proximityty 1 13 — 16 in. Low Range Maximum Size (with drip board) 18 in. (45.7 cm) x 27 5/8 in. (70.2 cm) High Proximity 1 25 — 35 in. 419338 3N (64-89 cm) 1 30 — 50 in. 419333 1F Longest Side (76 — 127 cm) 28 in. (71 cm) 0 — 48 m. Area — 336 sq. in. q 4102 —122 cm) (2168 sq. cm) (With Backshelf) 419340 245 Longest Side (High Proximity) 1 40 — 50 in. (102 — 127 cm) 28 in. (71 cm) Area — 672 sq. in. (4335 sq. cm) Longest Side 32(8419341 260 1 30 — 40 in. (MediumProximity) (76 — 102 cm) 32 in. (81 cm) Area — 768 sq. in. (4955 sq. cm) 419342 290 15 — 20 in. Longest Side (Low Proximity) 2 (38 — 51 cm) 36 in. (91 cm) Area — 1008 sq. in. (6503 sq. cm) " For multiple noule protection of single fryers. see de:ailed trlen9atio on Pages 4-7 ih" a,3n 4-11 SECTION IV - SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-30 REV. 3 10-1-02 Nozzle Application Chart (Continued) Minimum Maximum Hazard Nozzle Hazard Dimensions Quantity Griddle Longest Side (High Proximi(y) 1 48 in. (122 cm) Area - 1440 sq. in. (9290 sq. cm) Longest Side (High Proximity) 1 30 in. (76 cm) Area - 720 sq. in. (4645 sq. cm) Longest Side (High Proximity) 1 '36 in. (91 cm) Area - 1080 sq. in. (6968 sq. cm) Longest Side 1 (Medium Proximity) 48 in. (122 cm) Area - 1440 sq in. (9290 sq. cm) Longest Side (Low Proximity) 1 48 in. (122 cm) Area - 1440 sq, in. (9290 sq. cm) Chain Broiler' Longest Side - 34 in. (86 cm) 2 (Overhead Protection) Area -- 1088 sq. in. (7019 sq. cm) Chain Broiler Length - 43 in. (109 cm) 2 (Horizontal Protection) Width - 31 in. (79 cm) Gas -Radiant Char -Broiler Longest Side - 36 in. (91 cm) 1 Area - 864 sq. in. (5574 sq. cm) Electric Char -Broiler Longest Side - 34 in. (86 cm) 1 Area - 680 sq in. (4388 sq. cm) Lava -Rock Broiler Longest Side - 24 in. (61 cm) 1 Area - 312 sq in. (2013 sq. cm) Natural Charcoal Broiler Longest Side - 24 in. (61 cm) 1 Area - 288 sq. in. (1858 sq. cm) Lava -Rock or Natural Longest Side - 30 in. (76 cm) 1 Charcoal Char -Broiler Area - 720 sq in. (4645 sq. cm) Nozzle Heights 30 - 50 in (76 - 127 cm) (perimeter located) 30 - 50 in. (76 - 127 cm) (center located) 35 — 40 in. (89 - 102 cm) (perimeter located) 20 - 30 in. (51 - 76 cm) (perimeter located) 10 - 20 in. (25 - 51 cm) (perimeter located) 10 - 26 in. (25 - 66 cm) 1 - 3 in. (3 - 8 cm) 15-40 in. (38 - 102 cm) 20 - 50 in (51-127cm) 18 - 35 in. (46 - 89 cm) 18 - 40 in. (46 - 102 cm) 14 - 40 in. (36 - 102 cm) ' 1Lnmum churn b o ler exn,1osl open q — 12 ,n x 12 in %31 Cm .x }tzr, Lek] not less than iJJ`o 31 .reerrl oroaer s.ze Nozzle Part No. 419341 Nozzle Tip Stamping - Flow No. 260 419342 290 419335/417332 1N/1NSS 419342 290 419343 2120 419336/417333 1 W/1 WSS 419335/417332 1N/1NSS 419335/417332 1N/1NSS 419335/417332 1N/1NSS 419335/417332 1N/1NSS 419335/417332 1N/1NSS 419338 3N 2 -Flow Griddle Protection (Continued) Option 2 — Nozzle Perimeter Located (Continued) Low Proximity Application: 10 in. to 20 in. (25 cm to 51 cm) above the cooking surface. The low proximity application uses the 2120 nozzle, Part No. 419343 The nozzle tip is stamped with 2120 indicating this is a two -flow nozzle and must be counted as two flow numbers. One 2120 nozzle will protect a maximum cooking area of 1440 sq. in. (9290 sq. cm) with a maximum dimension of 48 in. (122 cm). . When using this nozzle for griddle prolection, the nozzle must be positioned along the perimeter to 2 in. (5.1 cm) inside perime- ter, and aimed at the center of the cooking surface. See Figure 43 and 44. NOZZLE LOCATION 0-21N (0-5cm) INSIOE PERIMETER Ls-- OF COCKING SURFACE 20 IN I I (51 cm) I 1 MAXIMUM HEIGHT �. 0:' 2120 NOZZLE TIP I 10 IN. (25 cm1 I MINIMUM 1 HEIGHT OF 2120 NOZZLE TIP EDGE CF COOKING SURFACE COCKING AREA r 'tCENTER OF ( COCKING SURFACE 1 AIM POINT FIGURE 43 COOKING AREA 2.20 NOZZLE LOCATED ALONG ANY SIDE OF GRIDDLE SI,R=ACE V.ITHIN 0 - 2 IN ,0 - 5 c:^) OF COCKING SLRFACE EDGE NOZZLE NIUST SE AIMED AT CENTER OF COOKING SL,RFACE COCKING SURFA.;E EDGE FIGURE 44 SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-21 10-1-02 REV 3 SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-24 REV. 5 10-1-02 Electric Char -Broiler Protection The R-102 system uses the 1N nozzle for the protection of electric char -broilers The maximum length of the hazard can be no longer than 34 in. (86 cm) and the total cooking area must not exceed 680 sq in. (4388 sq cm). 1. Nozzle Location: 20 to 50 in. (51 to 127 cm) above the grate surface. The 1N Nozzle (Part No. 419335) is used for electric char - broiler applications The nozzle tip is stamped with 1N, indi- cating that this is a one -flow nozzle and must be counted as one flow number. When using this nozzle for electric char -broiler protection. the nozzle must be positioned anywhere along or within the perimeter of the maximum cooking area and shall be aimed at • the center of the cooking surface. See Figure 50 cooku;o AkE COCKING AREA Fes'I FIGURE 50 Gas -Radiant Char -Broiler Protection The R-102 system uses the 1N nozzle. (Part No. 419335) for gas - radiant char -broiler protection. The nozzle tip on the 1N nozzle is stamped with a 1N, indicating that this is a one -flow nozzle and must be counted as one flew number. One IN nozzle will protect a hazard with a maximum length of 36 in. (91 cm) and a total cooking area which does not exceed 864 sq. in (5574 sq. cm). The nozzle tip must be located 15 to 40 in. (38 to 102 cm) above the hazard surface. When using this nozzle for gas -radiant char -broiler protection, the nozzle must be positioned anywhere along or within the perimeter of the maximum cooking area and shall be aimed at the center of the cooking sur- ▪ face. See Figure 51. FIGURE 51 SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-6 REV. 4 10-1-02 Plenum Protection (Continued) e HORIZONTAL PROTECTION — OPTION 2 1100 NOZZLE — PART NO. 430912 —"V" BANK PROTECTION 1W NOZZLE — PART NO. 419336 One 1100 or 1W nozzle will protect 6 linear feet (1.8 m) of "V" bank plenum. The nozzle must be mounted horizontally, positioned 1/3 the filter height down from the top of the filter. Nozzles can be located at 6 ft. (1.8 m) spacings on longer plenums. See Figure 10. 1100 NOZZLE OR 1W N072LE 113 (H) t HEIGHT OF FILTER (H) 6 FT. (1 8 m) MAXIMUM �4FT (1.2 m) MAXIMUM G. FIGURE 10 008524 1N NOZZLE — PART NO. 419335 — "V" BANK PROTECTION Two IN nozzles will protect 10 linear feet (3.1 m) by 4 ft. (1.2 m) wide of "V' bank plenum. The nozzles must be mounted in the plenum, 2 to 4 in. (5 to 10 cm) from the face of the filter, centered between the filter height dimension, and aimed down the length. See Figure 11. 2-4IN. (5— 10 cm) 000203 2-4IN (5 — 10 cm) 4 FT. (1.2 m) _y MAXIMUM 000204 FIGURE 11 For a plenum, either single or "V" bank, with a linear extension longer than 10 feet (3.1 m), each bank maybe protected using one 1N nozzle every 10 ft. (3.1 m) or Tess depending on the overall length of the plenum. See Figure 12. The nozzles may point in the opposite directions as long as the entire plenum area is protected, and the 10 ft. (3.1 m) limitation is riot exceeded. See Figure 13. The nozzle positioning shown in Figure 14 is not an acceptable method of protection because the plenum area directly under the tee is not within the discharge pattern of either nozzle. 10 FT. (3.1 m) MAXIMUM 10 FT. (3.1m) MAXIMUM 10 FT. (3.1 m)� MAXIMUM 10 FT. (3.1 m) MAXIMUM 30 FT (9.1 m) 10 FT. (3.1 m) MAXIMUM FIGURE 12 000206 10 FT. (3.1 m)/ Ar MAXIMUM 30 FT. (9.1 m) FIGURE 13 000207 FIGURE 14 0041208 titiC0r `icurUv R-102 RESTAURANT SYSTEM DISTRIBUTION EANSU UTIOM PIPING REQUIREMENTS SHEET TYCO SAFETY PRODUCTS. ONE STANTON STREET, MARINETTE, WI 54143-2542 715-735-7411 Form No. F-2005074 ®2005-Ansul Incorporated Litho in U.S.A. Dt'3;; IbUtic:n I.3�p,ng Requirements Refit irements - 6.0 Gallon ivianitolded Supply tine System Duct Branch Line Plenum Branch Line Appliance Branch Line Pipe Size Maximum Length Maximum Rise Maximum 90° Elbow Maximum Tees Maximum Flow Numbers 3/8 in. 32 ft. (9.7 m) 6 ft. (1.8 m) 8 2 22 3/8 in. 8 ft. (2.4 m) 4 ft. (1.2 m) 4 2 4 3/8 in. 4 ft. (1.2 m) 2 ft. (.6 m) 4 2 2 3/8 in. 12 ft. (3.7 m) 2 ft. (.6 m) 6 4 4 Distribution Piping Requirements - 6.0 Gallon System 1. The maximum length between the start of the first branch line and the start of the last branch line must not exceed 24 ft. (7.3 m). When the supply line is split, the combined.total of both legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 24 ft. (7.3 m). 2. The total length of all branch lines must not exceed 36 ft. (10.9 m). 3. Use a 3/8 in. union to connect the tank adaptor to the 3/8 in. supply line. Distribution Piping Requirements Requirements .. 9.0 Gallon System Supply Line Ducts.Plenum Branch Lin Branch Line Appliance Branch Line Pipe Size Maximum Length Maximum Rise Maximum 90° Elbow Maximum Tees Maximum Flow Numbers *Exceptions: 1. Twelve (12) flow numbers griddle protection, and/or, 2. Twelve (12) flow numbers 3. Twelve (12) flow numbers 4. Twelve (12) flow numbers Special Instructions: 1. Twelve (12) flow numbers 2. For certain McDonald's applications, 1/2N electrostatic precipitator Applications Engineering 3/8 in. 40 ft. (12.2 rn) 6 ft. (1.8 m) 9 1 11* are allowed in any one tank a 1F or 1N nozzle for range are allowed in any one tank are allowed with any one tank are allowed with any one tank are allowed when four (4) 11.5 flow numbers nozzle, one (1) 1N plenum Department for additional information. 3/8 in. 8 ft. (2.4 m) 4 ft. (1.2 m) 4 2 4 not containing two -flow appliance protection, and/or, a 3N nozzle for hood and duct protection. using only two -flow appliance usin.l only three -flow appliance Dean Industries GTI Gas Fryers are allowed when using nozzle, and four (4) two 3/8 in. 4 ft. (1.2 m) 2 ft. (.6 m) 4 2 2 - nozzles, and/or, a for fryer protection nozzles. nozzles. are protected at low a combination of one (1) 2W -flow appliance nozzles Contact 3/8 in. 12 ft. (3.7 m) 2 ft. (.6 m) 6 4 4 1N nozzle for wok or proximity. duct nozzle, orie (1) Ansul Distribution Piping Requirements - 9.0 Gallon System 1. The maximum length between the start of the first branch line and the start of the last branch line must not exceed 24 ft. (7.3 m). When the supply line is split, the combined total of both legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 24 ft. (7.3 m). 2. The total length of all branch lines must not exceed 36 ft. (10.9 m). 3. Use a 3/8 in. union to connect the tank adaptor to the 3/8 in. supply line. General Piping Requirements 1. All R-102 system piping is straight line. Therefore, the need for critical lengths and balancing is minimized. 2. Two 45° elbows count as one 90° elbow. 3. Each branch line includes the tee or elbow leading to it, and all fittings within the branch line itself. 4. The minimum piping length of Schedule 40, 3/8 in. pipe from the tank outlet to any nozzle protecting a range, fryer, or wok must be 6 ft. (1.8 m). 5. Pipe lengths are measured from center of fitting to center of fitting. 6. All distribution piping must be Schedule 40 black iron, chromeplated, or stainless steel. Do not use hot dipped galvanized pipe on the distribution piping. 7. All threaded connections located in and above the protected area must be sealed with pipe tape.Tape should be applied to male threads only. Make certain tape does not extend over the end of the thread, as this could cause possible blockage of the agent distribution. TYCO SAFETY PRODUCTS. ONE STANTON STREET, MARINETTE, WI 54143-2542 715-735-7411 Form No. F-2005074 ®2005-Ansul Incorporated Litho in U.S.A. ACC TED 0 \ithout Cormflent>; O' As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards, Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void thi€7, 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. IDate: 3-0)- _p ? By: a TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job No. O 7-1::'/2.)— and –&`,/2.) -- and exact address for shut. down or restoration aDorova!? FILE COPY — /4-11 945 s.Jppl % a n elevh cq I be,ee4 L hoods' hivs4- s 1, vl--o-C(. vrbh a v4-iwit to , p 4 s l ate wow 51, k EVA I ( 0. LIGSS "k C, ro`4Jk 170.4464. -}-70-c -e)(4-'.. v.S 9 trs CONNECT TO EX. EN TEE F. 4:-10”/ DN TN TO DRUM DRIP DRAIN X W 1y S-83" O o STORAGE SHED 0 7'-11 STORAGE SHED \O 0 STORAGE SHED ACCEPTED CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 13 -20.1-8. 2. EXISTING SYSTEM IS A DRY SYSTEM IN A FULLY PROTECTED, EXISTING BUILDING. p Wt hout Comments d As Noted ir1 Red o Per The Attached Letter se plans have been reviewed by The Tukwila Fire ention Bureau for conformance with current City dards. Acceptdrrce is subject to errors and sions which do not autOorize violations of adopted cards and ordinances. The responsibility for the ivacy of design I c„,,s totally with the designer. dons, deletion nr revisions to these drawings after date wit void this eccentance and will require a esubmittal of revised drawings for subsequent approval.' nal acceptance is su6Tss 1 fl&fd test and in:poctlon by e Tukwila Fire Prevention Bureau. rte: 7-1q "1 3 By: 51( JFIRE SPRINKLER PLAN + SCALE: Y” = 1'-0" DESCRIPTION OF WORK ADD NEW PENDENT SPRINKLERS TO NEW FREE STANDING STORAGE SHEDS, PAID JUI le 2013 TUKWILA FIRS SYMBOLS LEGEND NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING / PIPE HANGER EXISTING HSW TO REMAIN CPARTMENT Please call205-575-4407and give this Fire Permit No. and exact address for shut- down or restoration approval. HANGER NOTES 1. HARM Wit BE SNIB SCREW RW N✓0 RBC E WPM HANKS BUIL BE WSWT. I.WSRIST RAT, KO ND AURA 3. AIL ROME PER IRA it GENERAL NOTES Spnu.• w•a THE CHEESECAKE FACTORY T.I. MOM Ana S Mt *OM CUM 1E1P 230 STRANDER BLVD. TUKWILA, WA • RAW 0S515 OR BUSS OR M 155 5.5 EMERALD FIRE FIRE S'ReaarR SPECIALISTS 11011 sus S EPx ON HMO. R RAW EIRMIAMIR TOTAL EIB: 7-2-17 K1 pap — Cheesecake Factory.dwg 2006\FCNW\Southcenter\Cheese Coke Factory\Codd\FA-1 9/20/2007 9:24:00 AM DWG: E: \Redline Pr 0 2) it OUTDOOR TRASH COMPACTOR FIRE ALARM ANNUNCIATOR PANEL --(VERIFY-LOCATION) TEF 7 'T cif N 4 /' F �l F-2 TO FACP OUTDOOR MECHANICAL AREA 16" WP OUTDOOR PATIO AREA — r 1 Yr:), . kFteareddaaddLii 5 Pa IR OUTDOOR PATIO AREA ICI 7 GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET - THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTED AT 48" TO 53" ABOVE THE FLOOR. 5. ALL WALL MOUNT INDOOR HORNS, STROBES, HORN STROBES, AND SPEAKER STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. FIRE ALARM SYSTEM PLAN SCALE: 1 /8"=1'-0" 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: A) 36" INCHES AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER B) NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 7. EXTERIOR HORN / STROBE SHALL BE MOUNTED ON THE TOP 2/3 OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 8. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. EOL =enof N0 ( K1 D D D D D D D D D D D FIRST FLOOR TO 120 VAC UNSWITCHED —2 DEDICATED CIRCUIT TO TELCO ROOM FIRE ALARM RISER DIAGRAM SCALE: NONE FIRE ALARM SYMBOL LIST QTY. SYMBOL DESCRIPTION BACK BOX 1 JUR SINGLE LOOP ADDRESSABLE FIRE ALARM CONTROL PANEL, FINISH RED. MODEL 5700. INCLUDED 1 ANNUCIATOR PANEL. FINISH WHITE. 5860. SINGLE -GANG ® 7 ADDRESSABLE MANUAL PULL STATION, DOUBLE ACTION +42" FINISH RED. MODEL SD500PS. SINGLE -GANG 4pry>HORN/STROBE (A.D.A.) WALL MOUNTED. FINISH WHITE. MODEL GEC. 4 SQ. X 1-7/8" DEEP 2 w+ti WHITE. HORN/STROBEMODEL (AG.DCC..A,) CEILING MOUNTED. FINISH 4 SQ. X 1-7/8" DEEP 9 HY 1 STROBEFINISHWHITE(A.D.A.). WALLMODEL MOUGES.NTED. 4 SQ. X 1-7J8" DEEP 8 STROBE (A.D.A.) CEILING MOUNTED. FINISH WHITE. MODEL GCS. 4 SQ. X 1 -7/8" DEEP 1 WEATHERPROOF BELL STROBE. FURNISHED BY OTHERS. INCLUDED 7 V ADDRESSABLE DUCT DETECTOR IN AIR DUCTS WITH LED ANNUNCIATOR TEST STATION, VERIFY TEST STATION LOCATION. FURNISHED BY OTHERS. --- 7 ®ADDRESSABLE DRY CONTACT CONTROL RELAY MOUNTED IN 4/S BOX, WITH PILOT RELAY. MODEL SD500ARM. 4 SQ. X 1-7/8" DEEP 4 ADDRESSABLE MONITOR MODULE TO MONITOR N/O CONTACTS MOUNTED IN 4/S BOX. MODEL1-7/8" SD500AIM. 4 SO. X DEEP —F— 2/C#18 TWISTED SHIELDED PAIR, BELDEN #9574 AND 41114 AWG THHN IN 3/4"C. BELDEN OR EQUAL 1 m ADDRESSABLE SMOKE DETECTOR, PHOTOELECTRIC. MODEL SD505. 3/0 CEILING 1 s SPRINKLER TAMPER SWITCH. SUPPLIED AND INSTALLED BY OTHERS. ___ 1 '"` SPRINKLER WATERFLOW SWITCH. SUPPLIED AND INSTALLED BY OTHERS. i `" SPRINKLER LOW -AIR SWITCH. SUPPLIED AND INSTALLED BY OTHERS. i--- SPRINKLER Psi SWITCH. SUPPLIED AND INSTALLED BY OTHERS. CZ 4 0RANGE HOOD. FURNISHED AND INSTALLED BY OTHERS. --- FILE 0 FIRE ALARM PLAN NOTES: 1.- 3#14- 1/2"C. TO REMOTE LED STATUS LIGHT LOCATED IN CEILING AND TO DUCT DETECTOR TEST STATION. VERIFY EXACT LOCATIONS PRIOR TO INSTALLATION WITH BUILDING/FIRE AUTHORITY. TO FACP FOR A CLOSED LOOP CLASS "B" WIRING SYSTEM. DUCT DETECTOR TEST STATION. Pro..Td4 vpaltad revisej l t1'Ta colics. "�taFwfrri e AIGn.,totifoI 5; •, o- ober. Z.000 lock0A- dcwce o� 014(4ieJ <irco,+ b, tkr.. NEW RESTAURANT CONSTRUCTION WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, Wa 98188 fUKWILA FIRE DEPARTMENT, Please call: 575.4407, and give this job No, Cii-F- end exact address for shut. down or restoration approvh ACC Without As Not0 Per TGE I These plans have b Prevention Esa id 3 '°.ndnr s or"il sione 4 riaterei a ) tesubmltrai ci id co::: dr i Final acceptance is sub;- The Tukwila Fire Prayer EPTED Comments d In Red At:coned Letter ed by The Tukwila Fire e3h cc:,:�t city c 3,d for the .,.._ee.awingsatter •,.;e ar'd will requite a ,e.ings for subsequent approval. -t to field test and inspection by ion Bureau. IDate: 0z) By: f 3-1( FIRE COM NW LLC -1 V//////////////////1//IJ7 PO Box 3932 Seattle WA 98124-3932 206-234-5700 DATE: 9/20/07 DRAWN: CEA CHECKED: JD APPROVED BY: JD PROJECT NAME: THE CHEESECAKE FACTORY Westfield Southcenter Mall - 230 Strander Blvd. Tukwila, WA 98188 SCALE: 1 /8"=1'-0" NO. DATE REVISION BY SHEET TITLE: FIRE ALARM PLAN JOB NUMBER: 07-153 FA -1 of NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. BOS 20•-2" REMOTE AREA # 1 OPEN TO SKY OP. TO ABOVE B MEM '1511111:1111. - 4*- ildy;r• '- ir1YYi1� �� ■ ' � '.lt� :'e Iii � %�T.a.�, .. + �I i - -1. ' Iii `-' N17 11l4) 15" PLYWOOD o// 5" POLYISOCYANURATE RIGID INSULATION (R-30) 0- Inspectors .i Inspectors test 1" glb.va. 6" AFF finish outside w/ 1/2" orffheed OPEN TO SKY ExiimignmuniumsomiiitligiI INO e" EDUCTION r SECTION 112.32.3.3 CEILING HEIGHT =16,0 yo 3x16 +55= 31 %REDUCTIO 2 OPEN TO SKY 31 %OF 1500 =465 1500 - 465= 1035 SQ.FT. ACTUAL AREA SQ. FT.CALI 1157 SQ.FT. Inspector's test 1" glb.va. 6" AFF finish outside w/ 1/2" orif.head L x BOS 18'6-1 2 OPEN TO BOVE TOP Oe GOOSES CE -6' W. , -„=" n= 1 1M__' _. .atetwasmil air .1-:- 0 �It t.'�AM.CZ�C t.�m'0;.d[Z____��i['Z [7�� !,[ i :��w�i Ill L -- Mr EMOTE ARE A # 2 , ' L-_- --- L Lai METHOD OF ATTACHMENT: STEEL 1" PIPE UP TO 7•-0' 1-114" PIPE UP TO 9'-0" 1-1/2" PIPE UP TO 10'-0" IIS 1 I 45 DEG. O,) 1/2" NUT ;BOLT •14 TEEL I -BEAM TOLCO FIG. 800 TOLCO FIG_ 909 TOLCO FIG. 1000 E.Q.B. CLAMP LATERAL SWAY BRACE ( IF REQUIRED) 4 6' SCALE: 1/8" - 1'-0' PIPING NOTES t 10'-0 AFF L 44of f 3ait/s 1. HANG ALL PIPE 1" TO 2 SIZE (SEE PLAN FOR ELEVATIONS) FROM STEEL BEAMS AND #16 GAUGE METAL DECK STRUCT. WITH HANGER #2 AND #8 2.- HANG ALL PIPE 2-1/2" TO 4 IN SIZE (SEE PLAN FOR ELEVATIONS) FROM STEEL BEAMS WITH HANGER #2 OPEN TO SKY WORST CASE BRACE ANALYSIS ( SEE CALCS.) I I 5.9 I ALL ARM -OVERS OVER 12" TO HAVE A HANGER FLOOR PLAN of 00 ro COSOft 000 RACF Pur 4 SNCCO S0.1r DRY -PENDENT 212° HEADS DINING 02 COCK TAI- OUNAT METHOD OF ATTACHMENT: STEEL we- ler r, TOLCO 0 OR • O,7 112" NUT & BOLT STEEL I -BEAM FIG. 800 0 TOLCO FIG. 65 C -CLAMP 1" PIPE UP TO 7'-0" 45 DEG 1-1/4" PIPE UP TO 9'-0" 1-1/2" PIPE UP TO 10'-4" TOLCO FIG.909 4 4 OLCO FIG. 909 IQ� AO MAX. LOAD 1265 LBS. S TOLCO FIG 4A PIPE CLAMP LATERAL SWAY BRACE RETAINER STRAP, NUT THREADED ROD 1" THRU 4" USE A 3/8" ATR & C -CLAMP 5" THRU 6" USE A 1/2" ATR & C -CLAMP HANGER # 2 HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 HANGERS/BRACING DETAILS BUILDING SECTION 'AA' TOLCO FIG. 78 THREADED STEEL DECK PLATE (2)-I/4" x I" TEK SHEET METAL SCREW METAL ROOF 18 GA. MIN. UP TO 2" PIPE THREADED ROD HILTI FIG LH OR TOLCO FIG 200 HANGER RING 8B METAL UP TO 2" PIPE TOL-Brace Seismic Bracing Calculations Project: The ChasteCake Far Cosco Fire Refection MIMES .44 ■Emig Job Nim: 255-1023 COSCGFP110NM Calculations ba ed an-NFPA Pamphlet 913 Brace Information ' IF:i[i�� \ 15 O i6o Angle Isom Vertical 60° min N tr UR Value 200 Maximum Noricontat Load 414' SG. .sr"O s w na ram nr, moa 60" min loom vertical Fastener Information Fastener Orientation NFPA Type C Ill Diameter N/A Length N/A Maximum Load 1745.94 Brace Identification on Plans LATERAL Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 18. /38mm/ Schedule 40 Pipe 146 ft. (44.5m) 264 Ors. p Mg j .,.'-i , ..1 1125reml Schedule 40 Pipe 235 H.(71.6m7 241 he (11910] ". tit- 10551 (7Wg1 Percentage added tor Fittings and Sprnklers 1�- 115 Os. /52356.7 f,_ �� -; " Total Adjusted Load of all pipe within Zone of Influence i18ii.� � - ;itiieFII1� Chi; ___ f4, n■ mi MOMna�INIONNICIIIMENS 1�.ri.--m =OOPO 111MIL a11l1II�camI��� 1, r'a 6j .\ \ p4 tin e: _ ; e ,r 712 Al '�• : 9 s.,.. INO e" EDUCTION r SECTION 112.32.3.3 CEILING HEIGHT =16,0 yo 3x16 +55= 31 %REDUCTIO 2 OPEN TO SKY 31 %OF 1500 =465 1500 - 465= 1035 SQ.FT. ACTUAL AREA SQ. FT.CALI 1157 SQ.FT. Inspector's test 1" glb.va. 6" AFF finish outside w/ 1/2" orif.head L x BOS 18'6-1 2 OPEN TO BOVE TOP Oe GOOSES CE -6' W. , -„=" n= 1 1M__' _. .atetwasmil air .1-:- 0 �It t.'�AM.CZ�C t.�m'0;.d[Z____��i['Z [7�� !,[ i :��w�i Ill L -- Mr EMOTE ARE A # 2 , ' L-_- --- L Lai METHOD OF ATTACHMENT: STEEL 1" PIPE UP TO 7•-0' 1-114" PIPE UP TO 9'-0" 1-1/2" PIPE UP TO 10'-0" IIS 1 I 45 DEG. O,) 1/2" NUT ;BOLT •14 TEEL I -BEAM TOLCO FIG. 800 TOLCO FIG_ 909 TOLCO FIG. 1000 E.Q.B. CLAMP LATERAL SWAY BRACE ( IF REQUIRED) 4 6' SCALE: 1/8" - 1'-0' PIPING NOTES t 10'-0 AFF L 44of f 3ait/s 1. HANG ALL PIPE 1" TO 2 SIZE (SEE PLAN FOR ELEVATIONS) FROM STEEL BEAMS AND #16 GAUGE METAL DECK STRUCT. WITH HANGER #2 AND #8 2.- HANG ALL PIPE 2-1/2" TO 4 IN SIZE (SEE PLAN FOR ELEVATIONS) FROM STEEL BEAMS WITH HANGER #2 OPEN TO SKY WORST CASE BRACE ANALYSIS ( SEE CALCS.) I I 5.9 I ALL ARM -OVERS OVER 12" TO HAVE A HANGER FLOOR PLAN of 00 ro COSOft 000 RACF Pur 4 SNCCO S0.1r DRY -PENDENT 212° HEADS DINING 02 COCK TAI- OUNAT METHOD OF ATTACHMENT: STEEL we- ler r, TOLCO 0 OR • O,7 112" NUT & BOLT STEEL I -BEAM FIG. 800 0 TOLCO FIG. 65 C -CLAMP 1" PIPE UP TO 7'-0" 45 DEG 1-1/4" PIPE UP TO 9'-0" 1-1/2" PIPE UP TO 10'-4" TOLCO FIG.909 4 4 OLCO FIG. 909 IQ� AO MAX. LOAD 1265 LBS. S TOLCO FIG 4A PIPE CLAMP LATERAL SWAY BRACE RETAINER STRAP, NUT THREADED ROD 1" THRU 4" USE A 3/8" ATR & C -CLAMP 5" THRU 6" USE A 1/2" ATR & C -CLAMP HANGER # 2 HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 HANGERS/BRACING DETAILS BUILDING SECTION 'AA' TOLCO FIG. 78 THREADED STEEL DECK PLATE (2)-I/4" x I" TEK SHEET METAL SCREW METAL ROOF 18 GA. MIN. UP TO 2" PIPE THREADED ROD HILTI FIG LH OR TOLCO FIG 200 HANGER RING 8B METAL UP TO 2" PIPE TOL-Brace Seismic Bracing Calculations Project: The ChasteCake Far Cosco Fire Refection Address: 2305 Sander Blvd 15000 Woodinville Ste. B-300 11'lJI ®TOLCO rrwwa Tukwila WA 46186 WoadnviWle, WA 98972 Job Nim: 255-1023 COSCGFP110NM Calculations ba ed an-NFPA Pamphlet 913 Brace Information TOLCO Brace Components Maximum Bpacvrg 4RFl II" 2my TOLCO Component Fig- Number Adjusted Load Fig109O Clamp 1741 Fig 980 Uraoe al 544,.1 2395 ' "aleulrtinn Based On CONCENTRIC Loading Please Note: These Calculations are for TOLCO components only. Use of any offer companer4 s wide these calculations end the /HMOs or the orsemniv Length of Brame 9' n" Bracing Material 1U:' Gels 40 Angle Isom Vertical 60° min Assembly Detail 9MbY ro3:ccu.cccu Least Radius of Gyration 054 UR Value 200 Maximum Noricontat Load 414' SG. .sr"O s w na ram nr, moa 60" min loom vertical Fastener Information Fastener Orientation NFPA Type C Type Tolco Diameter N/A Length N/A Maximum Load 1745.94 Brace Identification on Plans LATERAL Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 18. /38mm/ Schedule 40 Pipe 146 ft. (44.5m) 264 Ors. p Mg j 14130mre/ Schedule 40 Pee 721. (21-9m1 10518n. (49Kg.I 1125reml Schedule 40 Pipe 235 H.(71.6m7 241 he (11910] 3175mml Schedule 10 Pipe 40 ftri220/ 10551 (7Wg1 Percentage added tor Fittings and Sprnklers 158. 115 Os. /52356.7 Total Adjusted Load of all pipe within Zone of Influence 88416444U15e1 BUILDING SECTION 'BB' .5150 ars AREA 1 7R=a z; REMOTE AREA # 3 TOWER ROOF FRAMING PLAN HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM LOCATION NO. OF SPRINKLERS FLOW. BASIS OF DESIGN I REMOTE AREA # 1 1. DENSITY 2. DESIGN AREA OF DISCHARGE SYSTEM DEMAND 1. GPM DISCHARGE 1485 GPM 2. RESIDUAL PRESSURE AT BASE OF THE RISER 3. HOSE STREAM I 250 GPM 1 19 125 GPM/SOFT] I 1157 182.0 PSI USE THIS INFO. ON CALC. PLATE RISER REWIRED PSI :076 TOTAL FLONTOPM :735 THE CHEESE CAKE FACTORY RESTAURA AREA e1 AT SOURCE 140 1... .r -MMI 111111♦1♦-- BISIII11111111111111111111111111111111110111111111111111111 11111111111111111111111111111111111111111=--- 1--x..---E '87MiMIIIII- rn Irl-...-®N---� a. :::::ommmsommaimuse I---rs---- 1.11.r --M----1•111111 00 so 150225 75 OW (GPM) tee 750 TOL-Brace Seismic Bracing Calculationsayns Project: Cake c Once150/0 Fire protection 721//he ie:e rBlvd Address' 2"r Slander Blvd 15000 WoodmvIlle Ste. 5-800 ® ®TOLCO �j �.1• +32'1 :40' /`62o-iA,L1 Brace Information TOLCO Brace Components 0-11 -� N a b 1�r n el, Bracing Material 1'Bch-4Q 7R=a z; REMOTE AREA # 3 TOWER ROOF FRAMING PLAN HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM LOCATION NO. OF SPRINKLERS FLOW. BASIS OF DESIGN I REMOTE AREA # 1 1. DENSITY 2. DESIGN AREA OF DISCHARGE SYSTEM DEMAND 1. GPM DISCHARGE 1485 GPM 2. RESIDUAL PRESSURE AT BASE OF THE RISER 3. HOSE STREAM I 250 GPM 1 19 125 GPM/SOFT] I 1157 182.0 PSI USE THIS INFO. ON CALC. PLATE RISER REWIRED PSI :076 TOTAL FLONTOPM :735 THE CHEESE CAKE FACTORY RESTAURA AREA e1 AT SOURCE 140 1... .r -MMI 111111♦1♦-- BISIII11111111111111111111111111111111110111111111111111111 11111111111111111111111111111111111111111=--- 1--x..---E '87MiMIIIII- rn Irl-...-®N---� a. :::::ommmsommaimuse I---rs---- 1.11.r --M----1•111111 00 so 150225 75 OW (GPM) tee 750 TOL-Brace Seismic Bracing Calculationsayns Project: Cake c Once150/0 Fire protection 721//he ie:e rBlvd Address' 2"r Slander Blvd 15000 WoodmvIlle Ste. 5-800 ® ®TOLCO _a98188. - r•r®.cca wrla WA Woodnvi@a, WA 98072 Job Na.: 25440 O'_3 COS COAPT 1/4414 Calculations bas don® NFPA Pamphlet P13 Brace Information TOLCO Brace Components Maximum Spacing 800 /744m1 08109 Component Fig. Number Adjusted Load Fly4 Clamp e" Fig 980 Universal 5,46/el 2395 'Calculation Based us CONCENTRIC Loading Please Note: These Calculations ere 80 TOLCO components only. Use of any other componerds ends these calculations end the Rena at ea-ems/8 Length of Brad ? 0- Bracing Material 1'Bch-4Q Angle (reel Venice] CO' min Assembly Detail cum/.0 n0rarN, Least Radius at Gyration 043 UR Value 3L10 Maximum Horizontal Load 3000 E TIEEL - savors or III 60" run- from " cg c�=arrvmrnr » vertxal Fastener Information Fattener Orientation NFPATYpe C Type TOED Diameter TVA Length N/A Maximum Load 709552 Brace ldentdicalion en Flans LONGITUDINAL Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 3375nm) Schedule lO Pipe 80It. (244o) 314 ms. (145K0) Pe ce,r/aree added for Fitimes and Sprinklers 15% 4018e. /21.615g.1 Total Adjusted Load of all pipe within Zone of Influence UGSIUo.(1561,4I HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM LOCATION NO. OF SPRINKLERS FLOW. BASIS OF DESIGN I REMOTE AREA # 2 1.- DENSITY 2. DESIGN AREA OF DISCHARGE SYSTEM DEMAND 1. GPM DISCHARGE 1465 GPM 2. RESIDUAL PRESSURE AT BASE OF THE RISER I 21 1 .15 GPM/SQ.FTI 1510 j 139.8 PSI 3. HOSE STREAM I 250 GPM 120 so REQUIRED P51:45.2 TOTAL FLEOKCANK715 THE CHEESE CAKE FACTORY RESTAURA AREA a AT SOURCE DESIGN CRITERIA THIS AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM SHALL BE DESIGNED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH NFPA #13 2007 EDITION AND THE CITY OF TUKWILA FIRE DEPARTMENT. SPRINKLER SYSTEM SHALL BE HYDRAULICALLY AS FOLLOWS: MERCANTILE (RETAIL) AREAS: ORDINARY GROUP 1120 GPM DENSITY OVER 1,500 SQ. FT. W/250 FOR HOSE ALLOWANCE MAXIMUM SPACING FOR ORDINARY HAZARD: 130 SQUARE FEET KITCHEN AND SERVING AREAS: ORDINARY GROUP I .15 GPM DENSITY OVER 1,500 SQ. FT. W/250 FOR HOSE ALLOWANCE MAXIMUM SPACING FOR ORDINARY HAZARD: 130 SQUARE FEET LOUNGES,DINNING & OFFICES AREAS: ORDINARY HAZARD .15 GPM DENSITY OVER 1,500 SQ. FT. W/250 FOR HOSE ALLOWANCE MAXIMUM SPACING :130 SQUAB FEET 3) ALL GROOVED COUPLINGS A E TO BE RIGID TYPE UNLESS NOTED OTHERWISE. 4) SPRINKLER DEFLECTOR DIST NCE SHALL BE PER CODE. 5) ALL AREAS WITH DROP CEILING AREA CONSIDERED UNOBSTRUCTED CONSTRUCTION WITH A MAX. DEFLECTOR DISTANCE OF 12". 6) EXPOSED AREAS WITH OBSTI'(UCTED CONSTRUCTION - MAX. DEFLECTOR DISTANCE 22" BUILDING INFORMATION OCCUPANCY: A-2 TYPE OF CONST: V -B FULLY SPRINKLERED 22' TO RIDGE TOTAL AREA: 10,252 SQ. FT. MATERIALS ALL MATERIALS ARE TO BE UL LISTED AND APPROVED 1) ABOVE GROUND PIPING a)ALL 1" THRU 2" THREADED PIPING IS SCH.40 BLACK STEEL WITH BLACK CAST IRON FITTINGS CLASS 125 b)ALL 2-1/2" THRU 6" WELDED PIPING IS TO BE SCH.10 BLACK STEEL WITH GROOVED FITTINGS. 2) PIPE SLEEVES ARE TO BE PACKED WITH FIRE AND SMOKE RESISTIVE MATERIALS PER NFPA STANDARDS. 3)ALL PIPE SUPPORTS AND EARTHQUAKE BRACING IS TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13 REQUIREMENTS. 4) END HANGERS ON ALL BRANCH LINES TO INCLUDE "TOLCO" FIG. 25 SURGE RESTRAINER PER NFPA PAMPHLET #13 (2007) AND FOR LATERAL MOVEMENT SHALL BE BRACED WITH SPLAYED SEISMIC BRACING WIRE SEE DETAIL 5) WELDED OUTLETS OR MECH. TEES SHALL BE UL APPROVED 6) ALL CONTROL VALVES SHALL BE PROVIDED WITH SUPERVISORY SWITCHES. (WIRING BY OTHERS) 7) THE PROTECTION OF SPRINKLER HEADS FROM PAINT IS TO BE THE RESPONSIBILITY OF OTHERS. ALL ELECTRICAL WIRING IS TO BE DONE BY OTHERS. 8) IT IS 1St®? PART OF THIS CONTRACT FOR SPRINKLER HEAD TO BE IN CENTER LINE OF CEILING TILE. 10) USE # 401 CANOPIES IN AREAS W/ SURFACE MOUNTED LIGHTS ADDITIONAL NOTES 1. Penden sprinkler heads in gypsum wallboard and acoustical ceiling tiles placed within 2r-6" of an H.V.A_C_ supply grille shall be provided with 212° temperature or mech. contractor to relocate supply grille to maintain sprinkler head outside of "zone of influence" 2. Sprinkler piping shall meet N.F.P.A. #70 clearance requirements. N.F.P.A. #70 (National Electrical Cde -NEPA # 70 requires a dedicated space of 6'-0" above all panels, transformers, switchgears, etc. No piping, ducts, or other equipment foreign to the electrical installation shall be located in this zone per N.F.P.A. #70 Section 110.26(0(1)(a). 3.Cosco Fire protection shall coordinate the installation of the sprinkler piping with the electrical contractor. / BRANCH LINE TEST VALVE W/PLUG PITCH UNION/ 45' SYSTEM TEST CONNECTION ON DRY PIPE SYSTEM HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM LOCATION NO. OF SPRINKLERS FLOW. BASIS OF DESIGN I REMOTE AREA # 3 1.- DENSITY 2. DESIGN AREA OF DISCHARGE SYSTEM DEMAND 1. GPM DISCHARGE I 64 GPA) 2. RESIDUAL PRESSURE AT BASE OF THE RISER 183.5 PSI 3. HOSE STREAM I 250 GPM 14 I I .15 GPM/SQ.FT] ALL USE THIS INFO. ON CALC. PLATE RISER 111..x.----1MMIMI-11111 .mom.-----.®--- �M-- 111-...------AMM nommoimnewommmil --- 11-.r---/.x�F'.z7T.Gi- II...... i=®�MM ------------- IIa:::::�� == 111....--------�-- 450 525 600 FLOW (GPM) 4.4 �- Qr•.. 675 REWIRED PS:67.t TOTAL FLOW0P31}:164 THE CHEESE CAKE FACTORY RESTAURA AREA /3 AT SOURCE IMMEMEMINIMMIMMIIIMMMI 19::::..---x/nsrr- IIII.u: man. l a. 1 InNommiumimmnimi nom1...r. M- u...x.sM------ .u....sM------- NuEsommummummmommi .....sat------ immomummmmisomm .....--M------ 20 CO 00150 200 250 300 350 400 FLOW (GPM) 1 OVERHEAD SYMBOL LEGEND (SPRINKLER HEAD SYMBOL'S AT BOTTOM OF SHT.) CHANGE IN ELEVATION UPWARD CHANGE IN ELEVATION DOWNWARD S AUTOMATIC SPRINKLER RISER ELECTRIC BELL -� HANGER TYPE AND LOCATION RISER NIPPLE DENOTES BRANCHLINE NUMBER B1 > DENOTES CROSSMAIN NUMBER RIGID GROOVE COUPLING FLEXIBLE GROOVE COUPLING (11) DENOTES HYDRAULIC REF. NUMBER 0 DENOTES PIPE CONTINUATION X12' BRANCHLINE E BELOW DECK ELEVATION ••36' CROSSMAINE BELOW DECK ELEVATION +12'0 PIPE ELEVATION ABOVE FINISH FLOOR DENOTES 2 WAY BRACING .�, DENOTES 4 WAY BRACING DENOTES END OF LINE RESTRAINT 1 12 1 0 I ACCEPTED I Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau O : rm rce with current city standards. Ac. o,. ,5K t to errors and omissions -.Ltnoii.te violations of adopted statics as and c d:r.anncs. The .sponsibily for the adequacy of tors//- w .h the designer. Additions, SO n 0 these drawings atter thin date Wil; accadmce and will require resubmittal of reAued d Awings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burreaau.. Date: g`/ - O -7 By: /` j "'' .51 �1 8 BUTTERFLY VALVE GLOBAL W/ TAMPER El 6 RELIABLE MOD. "G" RISER CHECK VALVE WITH TRIM AND ACCS. ❑3 POTTER VSR-F VANE TYPE FLOW SWITCH WITH RETARD E,,, DRY PIPE VALVE RELIABLE MOD. A �$ 216 BUTTERF.Y VALVE GLOBAL W/ TAMPER GENERAL PIR COMPRESSOR MOD. LT23033A 1/3 HP 10 GAL. TANK 11 6 IN-BUILdING RISER © POTTER PS -10 PRESSURE SWITCH Q GENERAL UL/FM APPROVED AIR MAINTENANCE DEVICE MOD.AMD-2 PRESSURE SWITCH TO VALVE AIR TRIM CONNECT TO AIR AIR INTAKE FILTER(S) MAINTENANCE DEVICE\ t AIR COMPRESSOR 9 HECK VA. RELIEF VA. NOTE: 4D PROVIDE 10"0 SLEEVE 6" ABOVE FLOOR TO PREVENT FLOOR LEAKAGE. PROVIDE CAULKING MATERIAL BETWEEN SLEEVES. C FIRE i ISER DETAIL TUKWILA FIRE DEPARTMENT Please call: 575.4407, and give this job No. 0 7 tS'- / 9 7 and exact address far shut. s]Wn or rest:ration approval copy - Pw4,t< a. p.i.1A sw("& a4- 4t"c vp I+. - Mete -JO, w N % tqvci% arow.1 =rt•k4_ rttrt- - Etol/r . S rtNit4,. Prol1/44,w }t. Cot .0.(rd( Jh4,.3. - col ply w." NreA I'$ 0/a54+r.vi-"b-- 4-4.54.,. 61,14e4all o.34-..an"1,1+4s yP"N2re ( q, REVISIONS NO. DATE DESCRIPTION A Q 07/27/07 08108/07 GENERAL CORRECTIONS REQUIRED BY TUKWILA FIRE DEPARTMENT. REVISE DESIGN CRITERIA AND HEAD SPACING TO ORDINARY HAZARD PER TUKWILA FIRE DEPARTMENT. N Z 0 5 W dA m G DESCRIPTION 0 z LU wN rn Z O ow DRY -PENDENT O I, 55 LL a a w a a rn m a: 00 m 72 72 a At 0 Mi ro ui rd N N H 0 K 0 U 00 a 0 0 a z Co rn rD N O� •P'IJ 0 a) W a U N O F V) �W N J • 1-1 Z �rTT.Q 1i1"1 Z 0 I- U e • e • W O . e O O o®o F 0000 0. ®®®0 ©o o E •... • • • W U- 0 Z 0 t, z a S 0 0 N 0. of O U ESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND J J CC I - z W 0 I- H 0 Cn 0 J W ti Cn W LL • • O CI a.». e▪ co Z U� • W W• z s LI - U �En cp ▪ CV I- 0 DATE: 06/27/07 SCALE : 1/8" =I-0" DRAWN BY: W_ JOB NO. 25WC1023 SHEET NO. FP -1 A BOS 20'"2" r- REMOTE AltA # 1 ER'Y' 1604 20'-2 OPEN TO SKY 14' PLYWOOD 0/ 5" POLY1SOCYANURATE RIGID INSULATION (R-30) IItI -''■ Ii Inspector's test 1" gib-va. 6" AFF finish outside w/ 1/2" orff,headv av_io A Address: The eece 1C5000WncdneilleGt ,TOLCO 2335 cdrrh Bad Address: 23054ander Blvd 15000 Wootllnville Sle.8800 M� J TWk"9a WP, 98188 Wo°GnvilNe, WA 5807: l-#7 Calculuioee based on NFPA Pamphlet 013 Brace Information \b \5 O.rAl,P4E8 a 15.8,.. ®.. 14' PLYWOOD 0/ 5" POLY1SOCYANURATE RIGID INSULATION (R-30) IItI -''■ Ii Inspector's test 1" gib-va. 6" AFF finish outside w/ 1/2" orff,headv av_io A Address: The eece 1C5000WncdneilleGt ,TOLCO 2335 cdrrh Bad Address: 23054ander Blvd 15000 Wootllnville Sle.8800 M� J TWk"9a WP, 98188 Wo°GnvilNe, WA 5807: '"• Calculuioee based on NFPA Pamphlet 013 Brace Information i4O r•/. \5 O.rAl,P4E8 ��++,, sarc ®.. P Assembly Detail weirrenteaomox Least Radius of Gyration 054 ,` '� -' R .fierte, sora°""' _ Fastener Orientation NFPA Type C `� , 60' ran from vernal Type Totsmoa \ Length won Maximum Load 7745.04 Brace Identification on Plans LATERAL Orientalian of Brace Lateral \ Size and Type of Pipe Total Length Total Calculated Load 1 x'139mn) Schedule 40 Pipe 146 IL (44-55] 2E4 lbs. 11201S2 ) 1 Y2130mn) Schedule 40 Pipe 72 ft (21 Rn') 10516s.140KP I 11(25mm(Schedid 40 Poe 235 R (71.6,] 241 Ibc (11O1(g j 3"IWnrnl Schedule 10 Pipe 40 ft (12.2,1 1581bt (13Kg 1 Percentage added for Rhinos and Speeders 1511 115 hs. 152.3Kg 1 Total Adjusted Load of all pipe within Zone of Influence 8846s.I401K0.1 ( N IO Ie i�fi�i i ef� iii N N' O I, 11. O� .. "7 oN _._I ( 1% 6- 4_ �v . � �I v el ' \ e---4`� •.L1 ---\ �1-may-_ 4-8 �olt i0' e 0-4t, Lreiftg- 0A MIo x`• ING '-EDUCTION ht SECTION 112.32.3.3 CEILING HEIGHT =16'-0 Y. -1016 +55 = 31 % REDUCTIO 2 OPEN TO SKY 31 % OF 1500 = 465 1500 -465 =1035 SQ.FT. ACTUAL AREA SO. FT.CAL 1157 SQ.FT. Inspector's test 1" glb.va_ 6" AFF finish outside w/ 1/2" oriLhead es NEW BOS EN TO (PIMP' BOS 18'6-1/2 - - 1 I111Ait2'�i 410410Z LIVA B! F-i1��RZ 70w��i[� i 7w 1 1 I EMOTE ARE A # 2 1'-6" lw 'Tr 110'-0A'F TYCO SERIES SW -20 HORIZONTAL SIDEWALL EXTENDED COVERAGE FOR ORDINARY HAZARD 16' X 20' MAX. COVERAGE. METHOD OF ATTACHMENT: STEEL 1" PIPE UP TO 7'-0" 1-1(4" PIPE UP TO 9'-0" 1-1/2" PIPE UP TO 10'4" STEEL I -BEAM u I u I1�1 1.611111214 ,q. ,., • & 0� 1/2" NUT BOLT TOLCO FIG. 909 QYQ� p0 /II • TOLCO FIG. 800 45 DEG TOLCO FIG. 1000 ECM CLAMP LATERAL SWAY BRACE (IF REQUIRED) PIPING NOTES 1.- HANG ALL PIPE 1" TO 2 IN SIZE (SEE PLAN FOR ELEVATIONS) FROM STEEL BEAMS AND #16 GAUGE METAL DECK STRUCT. WITH HANGER #2 AND #8 2.- HANG ALL PIPE 2-1/2" TO 4 IN SIZE (SEE PLAN FOR ELEVATIONS) FROM STEEL BEAMS WITH HANGER #2 ' ALL ARM -OVERS OVER 12" TO HAVE A HANGER O FLOOR PLAN n OPEN TO SKY WORST CASE BRACE ANALYSIS ( SEE CALCS.) n 6,6 6 10 OP Or Putea[1 0SEER00 LLE SMCCO WPM' y B DRY -PENDENT 212" HEADS PRODUCE SEH PREP PITCHER COOKING 01 1 TA 101 p)NIN0 R) COOKTAII t OOUSWE BUILDING SECTION 'AA' METHOD OF ATTACHMENT: STEEL STEEL I -BEAM TOLCO FIG. 800 1" PIPE UP TO 7'-0" 45 DE�Or 1/2" NUT & BOLT 1-1/4' PIPE UP TO 9'-0" 1-1/2" PIPE UP TO 10'-4 Q, OL O 3/' MAX. LOAD 1265 LBS. TOLCO FIG. 909 4 TOLCO FIG. 909 S TOLCO FIG. 4A PIPE CLAMP LATERAL SWAY BRACE j 6L TOLCO FIG. 65 C -CLAMP RETAINER STRA NUT THREADED ROD 1^ THRU 4" USE A 3/8" ATR & C -CLAMP 5" THRU 8"USE A 1/2" ATR & C -CLAMP HANGER # 2 HILT) FIG LH OR TOLCO FIG 200 HANGER RING 0 I HANGERS/BRACING DETAILS TOLCO FIG. 78 THREADED STEEL DECK PLATE (2)-I/4" x I" TEK SHEET METAL SCREW METAL ROOF 18 GA. MIN. UP TO 2" PIPE THREADED ROD HILTI FIG LH OR TOLCO FIG 200 HANGER RING 8B METAL UP TO 2" PIPE TOL-Brace Seismic Bracing Calculations Address: The eece 1C5000WncdneilleGt ,TOLCO 2335 cdrrh Bad Address: 23054ander Blvd 15000 Wootllnville Sle.8800 M� J TWk"9a WP, 98188 Wo°GnvilNe, WA 5807: Job No.: 25WC1023 C05C0FP11ORR Calculuioee based on NFPA Pamphlet 013 Brace Information TOLCO Brace Components Maximum Spacing 400,112 CO TOLCO Component no Numbe, Adjusted Load Fig.1000 Clamp 1745 Fig 950 Universal Swivel 2395 'Calculation Based en CONCENTRG Loading 'Rinse Note: These Calculations are for TOLCO components only Use of any other oompenaos soda these calculations end the Mato of the assembly Length of Brace 3 0" Bracing Material 16' Soh40 Angle floor Vertieal 60' min. Assembly Detail weirrenteaomox Least Radius of Gyration 054 UR Value 200 Maximum Horizontal Load 414250krallisini.m sora°""' Fastener Information Fastener Orientation NFPA Type C `� , 60' ran from vernal Type Totsmoa Diameter NIA Length won Maximum Load 7745.04 Brace Identification on Plans LATERAL Orientalian of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 1 x'139mn) Schedule 40 Pipe 146 IL (44-55] 2E4 lbs. 11201S2 ) 1 Y2130mn) Schedule 40 Pipe 72 ft (21 Rn') 10516s.140KP I 11(25mm(Schedid 40 Poe 235 R (71.6,] 241 Ibc (11O1(g j 3"IWnrnl Schedule 10 Pipe 40 ft (12.2,1 1581bt (13Kg 1 Percentage added for Rhinos and Speeders 1511 115 hs. 152.3Kg 1 Total Adjusted Load of all pipe within Zone of Influence 8846s.I401K0.1 BUILDING SECTION 'BB' 1 / / Th2mCheesCBldFac C500Eire n PoolAddress: Teases WA 30100 WeddinvOtc WA 90072 Mn@G.V 8-y s Calculatbne based on® NFPA Pamphlet 013 Brace Information 1 .4 ;1 t .., Length of Brace 7.0^ i(1} 77i +.= 041 �. ' db Assembly Detail OF. ma rPTL- -- =__ H 't11ce \ =E0P0 a00 AMSIS Iroa AREA 2, REMOTE AREA # 3 I I TOWER ROOF FRAMING PLAN HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM LOCATION I REMOTE AREA # I NO. OF SPRINKLERS FLOW. BASIS OF DESIGN 1.- DENSITY 2. DESIGN AREA OF DISCHARGE SYSTEM DEMAND 1. GPM DISCHARGE 1485 GPM 2. RESIDUAL PRESSURE AT BASE OF THE RISER 162.0 PS( 3. HOSE STREAM I 250 GPM I 19 I 120 GPM/SQFTJ I 1157 USE THIS INFO. ON CALC. PLATE RISER RECOR0 PS1:94.8 TOTAL FLOCTCPM :735 THE CHEESE CAKE FACTORY RESTAURA AREA n 140 AT SOURCE 120 100 60 0 so BMA 40SF 150225 375 450 525 FLOW (GPM) 675 TOL-Brace Seismic Bracing Calculations Th2mCheesCBldFac C500Eire n PoolAddress: WSed:nyte St ®TOLCO Address' �OStarder Blvd 15000 WDedlnvlBe Ste. E�B� (1.�,JI Teases WA 30100 WeddinvOtc WA 90072 Mn@G.V Job No.: 256,001023 COSCOFP110JM Calculatbne based on® NFPA Pamphlet 013 Brace Information TOLCO Braee Components Maximum Spacing 20111c4 4m1 TULCO Component Fig, Number Adjusted Load Fig.4 Clamp 377 Fig 960 Universal Swivel 2395 'Calculation Based on CONCENTRIC Loading 'PIease Nato These Calculations are tar TOLCO components 401/ Use of any other components voids these calculations and the Kona) or the asxemnw Length of Brace 7.0^ B racing Material 1" Sch.40 Angle from Vettical 60° min Assembly Detail OF. ma Least Radios of Gyration 0.42 L/R Value 206 Maximum Horizontal Load 30656 r11 4n. S'ele S 60' Sen Iron a"«r..m Alf vertical Fa sten er Informatio n101.0 Fattener Odentalien NFPA Type C Type holm Diameter NIA Length N/A Maximum Load 109557 Brace Identification on Plans LONGITUDINAL Oneidation of Erste Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 3175mm/ Schedule lO Pipe 80 ft 1244e/ 310Th /145!:5) Percentage added (, FAlioar and Sprinkle. 15% 48 lbs. 121.610g I Total Adjusted Load of all pipe within Zone of Influence 365ms.1 huj HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM LOCATION NO. OF SPRINKLERS FLOW. BASIS OF DESIGN I REMOTE AREA # 2 I 1. DENSITY 2. DESIGN AREA OF DISCHARGE SYSTEM DEMAND 1. GPM DISCHARGE 1465 GPM 2. RESIDUAL PRESSURE AT BASE OF THE RISER 1211 I .15 GPM/SQ.FTI 1510 I 139.8 PSI 3. HOSE STREAM i 250 GPM UGC T1110 INTO. ON CALO. PLATO RICER REQUIRED P5245.2 TOTAL FLOM{4PM :715 THE CHEESE CAKE FACTORY RESTAURA AREA e2 Tb AT SOURCE 120 00 Nno 60 DESIGN CRITERIA THIS AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM SHALL BE DESIGNED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH NFPA #13 2007 EDITION AND THE CITY OF TUKWILA FIRE DEPARTMENT. SPRINKLER SYSTEM SHALL BE HYDRAULICALLY AS FOLLOWS: MERCANTILE (RETAIL) AREAS: ORDINARY GROUP 11.20 GPM DENSITY OVER 1,500 SQ. FT. W/250 FOR HOSE ALLOWANCE MAXIMUM SPACING FOR ORDINARY HAZARD: 130 SQUARE FEET KITCHEN AND SERVING AREAS: ORDINARY GROUP I .15 GPM DENSITY OVER 1,500 SQ. FT. W/250 FOR HOSE ALLOWANCE MAXIMUM SPACING FOR ORDINARY HAZARD: 130 SQUARE FEET LOUNGES,DINNING & OFFICES AREAS: ORDINARY HAZARD .15 GPM DENSITY OVER 1,500 SQ. FT. W/250 FOR HOSE ALLOWANCE MAXIMUM SPACING :130 SQUARE FEET 3) ALL GROOVED COUPLINGS ARE TO BE RIGID TYPE UNLESS NOTED OTHERWISE. 4) SPRINKLER DEFLECTOR DISTANCE SHALL BE PER CODE. 5) ALL AREAS WITH DROP CEILING AREA CONSIDERED UNOBSTRUCTED CONSTRUCTIC-N WITH A MAX. DEFLECTOR DISTANCE OF 12". 6) EXPOSED AREAS WITH OBSTRUCTED CONSTRUCTION - MAX_ DEFLECTOR DISTANCE 22" BUILDING INFORMATION OCCUPANCY: TYPE OF CONST: TOTAL AREA: A-2 V -B FULLY SPRINKLERED 22' TO RIDGE 10,252 SQ. FT. MATERIALS ALL MATERIALS ARE TO BE UL LISTED AND APPROVED 1) ABOVE GROUND PIPING a)ALL 1" THRU 2" THREADED PIPING IS SCH.40 BLACK STEEL WITH BLACK CAST IRON FITTINGS CLASS 125 b)ALL 2-1/2" THRU 6" WELDED PIPING IS TO BE SCH.10 BLACK STEEL WITH GROOVED FITTINGS. 2) PIPE SLEEVES ARE TO BE PACKED WITH FIRE AND SMOKE RESISTIVE MATERIALS PER NFPA STANDARDS. 3)ALL PIPE SUPPORTS AND EARTHQUAKE BRACING IS TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13 REQUIREMENTS_ 4) END HANGERS ON ALL BRANCH LINES TO INCLUDE "TOLCO" FIG. 25 SURGE RESTRAINER PER NFPA PAMPHLET #13 (2007) AND FOR LATERAL MOVEMENT SHALL BE BRACED WITH SPLAYED SEISMIC BRACING WIRE SEE DETAIL. 5) WELDED OUTLETS OR MECH. TEES SHALL BE UL APPROVED 6) ALL CONTROL VALVES SHALL BE PROVIDED WITH SUPERVISORY SWITCHES. (WIRING BY OTHERS) 7) THE PROTECTION OF SPRINKLER HEADS FROM PAINT IS TO BE THE RESPONSIBILITY OF OTHERS. ALL ELECTRICAL WIRING IS TO BE DONE BY OTHERS. 8) IT IS Vett PART OF THIS CONTRACT FOR SPRINKLER HEAD TO BE IN CENTER LINE OF CEILING TILE. 10) USE # 401 CANOPIES IN AREAS W/ SURFACE MOUNTED LIGHTS ADDITIONAL NOTES 1. Penden sprinkler heads in gypsum wallboard and acoustical ceiling tiles placed within 2'-6" of an H.V.A.C" supply grille shall be provided with 212° temperature or mech. contractor to relocate supply grille to maintain sprinkler head outside of "zone of influence" 2. Sprinkler piping shall meet N.F.P.A. #70 clearance requirements" N.F.P.A. #70 (National Electrical Code)"NFPA # 70 requires a dedicated space of 6'-0" above all panels, transformers, switchgears, etc. No piping, ducts, or other equipment foreign to the electrical installation shall be located in this zone per N.F.P.A. #70 Section 110.26(f)(1)(a). 3 -Costo Fire protection shall coordinate the installation of the sprinkler piping with the electrical contractor. BRANCH LINE TEST VALVE W/PLUG UNION) I 45' SYSTEM TEST CONNECTION ON DRY PIPE SYSTEM HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM LOCATION NO. OF SPRINKLERS FLOW. BASIS OF DESIGN I REMOTE AREA # 3 I 1: DENSITY 2. DESIGN AREA OF DISCHARGE SYSTEM DEMAND 1. GPM DISCHARGE I 64 GPM 2. RESIDUAL PRESSURE AT BASE OF THE RISER 1 4 I I .15 GPM/SQ.FTI I ALL ] 183.5 PSI 3. HOSE STREAM I 250 GPM USE THIS INFO. ON CALC. PLATE RISER 50225 S00 37 REQUIRED P51:871 TOTAL Fl.e(OpM :164 THE CHEESE CAKE FACTORY RESTAURA AREA 43 140 AT SOURCE 120 100 60 AS a60 20 525 500 875 750 100150 200 250 300 350 400 190 FLOW (GPM) FLOW (GPM) OVERHEAD SYMBOL LEGEND (SPRINKLER HEAD SYMBOL'S AT BOTTOM OF SHT.) CHANGE IN ELEVATION UPWARD -C- CHANGE IN ELEVATION DOWNWARD AUTOMATIC SPRINKLER RISER -�- 1121 reeT> 10 *12' **36' +12'0 ELECTRIC BELL HANGER TYPE AND LOCATION RISER NIPPLE DENOTES BRANCHLINE NUMBER DENOTES CROSSMAIN NUMBER RIGID GROOVE COUPLING FLEXIBLE GROOVE COUPLING DENOTES HYDRAULIC REF. NUMBER DENOTES PIPE CONTINUATION BRANCHLINE 4. BELOW DECK ELEVATION CROSSMAINE BELOW DECK ELEVATION PIPE ELEVATION ABOVE FINISH FLOOR DENOTES 2 WAY BRACING DENOTES 4 WAY BRACING DENOTES END OF LINE RESTRAINT g RELIABLE MOD. "G" RISER CHECK VALVE WITH TRIM AND ACCS. POTTER VSR-F VANE TYPE FLOW SWITCH WITH RETARD 212 DRY PIPE VALVE RELIABLE MOD, A GENERAL AIR COMPRESSOR MOD. LT20033A 1/3 HP 10 GAL "TANK IN -BUILDING RISER POTTER PS -10 PRESSURE SWITCH GENERAL UL/FM APPROVED AIR MAINTENANCE DEVICE MOD. AMD -2 TO VALVE AIR TRIM ----- CONNECT TO AIR n / MAINTENANCE DEVICE AIR INTAKE FILTER(S) AIR COMPRESSOR © j NOTE: PROVIDE 10'0 SLEEVE 8" ABOVE FLOOR TO PREVENT FLOOR LEAKAGE. PROVIDE CAULKING MATERIAL BETWEEN SLEEVES. rUnP/ILA FIRE DEPARTMENT Please cal: 575.4407 and give this job 07-cS-Iq? „•n or r,R,..., 3 fpr o!'talt4 .i +u.=On aD0Tottet: REVISIONS NO. DATE DESCRIPTION Q /� / l \ //�� /J\ 07/27/07 08/08/07 08/28107 GENERAL CORRECTIONS REQUIRED BY TUKWILA FIRE DEPARTMENT. REVISE DESIGN CRITERIA AND HEAD SPACING TO ORDINARY HAZARD PER TUKWILA FIRE DEPARTMENT. 1. ADD PROTECTION TO SERVICE YARD. 2. RELOCATE FIRE RISER PER FIRE DEPARTMENT. t' Z 0 W 3- DESCRIPTION O Z DRY -PENDENT DRY -TYPE 16' X 20' MAX. O'-'CO i N z Laio Va U H W JO 0 CV II - N ,. O W W 7 N rp '..- b. UAi 2. o ui9') P -14N O O c P C v O O U X CV O at 2 n 3 0., F6-:, 4 O C7 ^ ., N a • T.1 z c> -O ,Z i %1D Z�3� 0 a QoaI h z 3 YD o ff ••■ • La •••e I- • 0 0 t - •0•C 2 0000 0- 0000 •••© E ■••• .coscofire.com J -J uJ W H W U O C/) J W (n W 03 Z L- • O 0 1 - CD ▪ J O (Bin U� = Q W �Z U ▪ 1- �O I- TV I- O O N G, O U) -co oo �C O W 3cz m 7 ) co 5m 0)) O o (J' - Cn U DATE : 06/27/07 SCALE : 1/80=1'-C" DRAWN BY: W.Y. JOB NO. 25WC1023 SHEET NO. FP -1 A