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HomeMy WebLinkAboutPP - 3600 SOUTHCENTER MALL - AMC THEATERS - PERMITS AND PLANS3600 SOUTHCENTER MALL ASSOCIATED PERMITS 18-F-028 08-F-058 07-S-276 08-H-376 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. SITE LOCATION 1 dA 0-A _ Site Addre **PLEASE PRINT** King Co. Assessor's Tax No.: 2. C2y1 - C)C)) b Suite Number: Floor: Tenant Name: AMC I U2 New Tenant? ❑ - Yes ❑ - No n \. Property Owner's Name: Ve 1 �it 'Tkp q Il( • Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name:COun-n�,ul 1 C I i — Company Name: eluay0104 &EX Jn Day Telephone: 200 '6222' 5 .r0Cf - Z29 Mailing Address: 1 ) 4.) S(2 41 \AAA�S) L City State Zip E-mail Address: & y9s aN oiI • COM Fax Number: Contractor's City of Tukwila'� NICET III number: Business License number: TSN- 66192cC��1 Total number of new/relocated devices or sprinkler heads: 8 Valuation of Project (contractor's bid price): $9_1 I06 Scope of Work (please provide detailed information): ye_ O CNYy, ke . proven .a lam" at() � Cg) c PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT HAVE R UNDER PENALTY OF PE t RY BY FOR THIS PERMIT BUILDING 041 4 rAb .421f NEU/ - D AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE HE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY Signature: Print N Plan Permit App.doc Date:_ ' 18 Day Telephone:'XD (.Q 22 C05/-4 S 8/22/14 TFD FP Form 8 .0 FIRE DEPARTMENT FIRE ALARM PLAN REVIEW COMMENTS Project Name: AMC Theatre 3600 Southcenter Mall Permit No.: 08-F-058 Date: March 4, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Comply with fire department memo dated October 18, 2006. (Attached). • Upon alarm condition, movies shall cease playing, house lights will turn on and arcade games shall shutdown. • Audible notification to be a minimum of 15 decibels above ambient noise levels throughout all areas. • All control functions for the theatre system shall be available at the mall main fire alarm control panel. • Voice/evacuation system shall comply with International Building Code section 907.2.20 and NFPA 72 and be intelligible in all required areas. • All duct detectors must be installed on the return side of air handling systems per the International Mechanical Code. • When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters, which reads "Fire Alarm" or "Fire Alarm Control". • Remote indicator lights are required on all above ceiling smoke detectors. • Dedicated fire alarm system circuit breakers shall be equipped with lockout devices. • Duct detectors shall send a supervisory signal only upon activation. • An electrical permit from the city of Tukwila Building Department permit center (206-433-7165) is required for this project. • The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox Keybox. Contact the Tukwila Fire Prevention Office at 206-575-4407 for ordering information. , City of Tukwila Steven M. Mullet, Mayor Fire Department Nicholas J. Olivas, Fire Chief October 18, 2006 TO: All concerned parties FROM: Al Metzler, Fire Protection Project Coordinator SUBJECT: Fire alarm requirement clarifications for Southcenter Mall Expansion The following is intended to clarify some questions that have surfaced concerning the above referenced subject. • The mall expansion will have alarm notification throughout the entire space. This includes audibility throughout (including voice/evac system) and visibility in all common use areas. • All initiating devices in the mall expansion will be tied to the new fully addressable fire alarm control panel. • All initiating devices that are currently tied to the existing mall fire alarm control panel will be tied to the new fire alarm control panel. • Notification appliances (including voice/evac) will be installed in all existing mall common areas. • When tenant improvements occur in existing mall tenant spaces, notification appliances will be installed and tied to the mall fire alarm control panel. • When modifications to HVAC systems occur in existing mall tenant spaces, all duct detectors or RTU smoke detectors will be tied to the mall fire alarm control panel. • An exterior horn/strobe shall be placed on the exterior wall of the fire alarm control room. • Activation of any initiating device (except the theater area) will activate all notification devices throughout the mall, except the theater area. Activation of any initiating device in the theater area will activate all notification devices in the theater and the atrium area on all floors. Activation of any initiating device in the atrium area will activate all notification devices throughout the atrium area and the theater. If you have any further questions please contact me at 206-575-4407. Al Metzler Fire Protection Project Coordinator Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 FILE FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: AMC Theaters 3600 Southcenter Mall Permit No.: 07-S- 276 Date: December 21, 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. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide a monitored 3rd floor isolation valve for riser T1 0. • Sprinkler heads in elevator pits and hoistways shall have monitored isolation control valves. • Provisions shall be made to properly drain all parts of the system including floor control valves per section 8.16.2. • Maintain a 4 ft. clearance around the front and sides of the sprinkler risers. • Provide listed, rated pipe stands to support riser manifolds. • All control valves are required to be electrically supervised. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Provide auxiliary drains as necessary to allow complete and total drainage of the system. • Sprinkler heads spaced closer than 6 ft. apart are required to be baffled. • Stairways shall be sprinklered per section 8.15.3. • Quick -response heads and standard response heads shall not be inter -mixed. • Sprinkler risers shall have hydraulic data plates and be placarded per Tukwila Fire Department requirements. • All control and test connection valves shall be provided with permanently marked weatherproof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters, which reads "SPRINKLER RISER". • All welded sprinkler pipe to be stamped per NFPA 13. • Maintain a minimum temperature of 40 degrees Fahrenheit in all wet pipe areas to prevent freezing. • Comply with all Tuazon Engineering review comments unless specifically exempted by the Tukwila Fire Department. All references are NFPA 13, 2007 Edition. ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 HYDRAULIC DESIGN INFORMATION SHEET . Job Name: AMC 16 Theatres Location: 633 Southcenter Parkway Tukwila, WA 98188 Drawing Date: 12/13/07 Contractor: SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila Remote Area Number: 1 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 130.0 sq ft) 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: TY -FRB K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 28 Flowing Outlets gpm Required: 625.3 psi Required: 98.5 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test Date of Test 2005 Static Pressure 140.0 psi Residual Pres 20.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOM LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 625 98.5 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 625 gpm 138.9 psi SAFETY PRESSURE 40.4 psi Available Pressure of 138.9 psi Exceeds Required Pressure of 98.5 psi This is a safety margin of 40.4 psi or 29 % of Supply Maximum Water Velocity is 24.4 fps ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 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 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^'-1)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 59.33.. 1S 55.50 2 59.33 2S 55.50 3 59.33 3S 55.50 4 59.33 4S 55.50 5 59.33 5S 51.17 6 59.33 6S 53.50 7 59.33 7S 55.50 8 59.33 8S 53.50 9 59.33 9S 54.00 10 59.33 l0S 55.50 11 59.33 11S 54.00 12 59.40 12S 54.00 13 59.40 13S 54.00 14 59.33 14S 54.00 15 59.33 15S 55.50 16 59.33 16S 54.00 17 59.33 17S 54.00 18 59.33 18S 54.00 19 58.83 19S 55.50 20 58.83 20S 55.50 21 58.83 21S 55.50 22 58.83 22S 55.50 23 58.83 23S 55.50 24 58.83 24S 55.50 25 58.83 25S 55.50 26 58.83 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 5.60 5.60 5.60 5.60 5.8 7.0 6.3 7.5 10.0 11.0 12.2 13.1 12.1 14.2 14.7 15.9 12.3 13.2 12.4 13.9 20.8 21.5 16.4 17.1 17.1 18.1 19.5 20.4 18.4 19.4 21.0 21.8 16.8 17.5 17.2 18.2 20.0 20.8 18.1 19.0 12.0 12.8 12.8 13.5 17.1 17.7 17.1 17.6 11.3 12.1 12.1 12.9 16.2 16.8 16.0 14.8 15.3 18.6 20.3 21.1 22.4 20.3 20.8 26.0 23.1 23.8 25.3 24.6 26.1 23.4 23.9 25.6 24.4 20.0 20.6 23.5 23.5 19.5 20.1 22.9 14.8 14.8 14.8 14.8 14.8 15.4 14.8 15.4 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 0.18 0.20 0.22 0.24 1.56 0.22 0.35 0.20 0.32 0.40 0.29 0.31 0.30 0.32 0.40 0.30 0.32 0.26 0.37 0.38 0.52 1.74 0.36 0.37 0.42 - AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^')) (PSI) (GPM) (GPM) (GPM/SQ.FT) 26S 51.17 27 58.83 27S 55.50 28 59.33 28S 54.00 410 59.33 411 59.33 412 59.33 413 59.33 414 59.33 415 59.33 416 59.33 417 59.33 418 59.33 419 59.40 420 59.33 421 59.33 422 59.33 423 58.83 424 58.83 425 58.83 426 58.83 427 58.83 428 58.83 429 58.83 430 59.33 451 81.83 452 82.33 453 82.33 454 82.33 455 81.83 456 81.83 457 81.83 458 81.83 459 81.83 460 81.83 461 81.83 462 81.83 463 81.83 464 82.33 465 82.33 Al 58.83 A2 58.83 A3 58.83 A4 58.83 A5 58.83 A6 58.83 A7 58.83 A8 58.83 A9 58.83 A10 58.83 5.60 5.60 5.60 17.6 20.1 20.4 21.4 22.1 20.2 16.8 14.7 14.0 11.5 7.4 14.3 23.8 19.5 22.3 24.0 19.7 22.9 20.2 19.5 14.7 23.3 19.0 18.5 13.9 27.3 45.7 45.4 45.4 45.4 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.4 45.4 26.4 26.4 26.5 26.7 27.0 27.3 27.6 27.9 34.9 36.1 23.5 25.3 26.3 14.8 19.5 19.5 1.74 0.19 0.20 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Page 6 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) All 58.83 Al2 58.83 A13 58.83 A14 58.83 A15 58.83 Al6 48.74 A18 9.00 A19 5.00 A20 5.00 C3 81.83 C4 81.83 C5 81.83 C6 81.83 C7 81.83 C8 81.83 C9 81.83 D1 81.83 D2 81.83 D3 81.83 D4 81.83 D5 81.83 El 81.83 E2 81.83 E3 81.83 E4 81.83 Fl 81.83 F2 81.83 Jl 47.46 J2 47.46 Kl 5.00 W -1.00 37.2 37.8 38.0 38.9 55.6 63.8 90.6 92.7 95.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 66.6 66.7 92.6 98.5 Max velocity of 24.45 occurs in the pipe from Al TO 410 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. • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 7 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt TYPES FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATS 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 1S 14.82 1.049 1E 3.83 7.0 7.0 K = 5.60 C=120 2.00 -1.7 0.0 14.82 0.075 5.83 0.4 7.0 Vel = 5.55 1 1.049 21.50 5.8 5.8 EqK = 6.17 C=120 0.00 0.0 0.0 14.82 0.075 21.50 1.6 5.8 Vel = 5.55 15.34 1.049 2E 10.95 7.4 7.4 415 C=120 4.00 0.0 0.0 See PATH 2 30.15 0.278 14.95 4.2 7.4 Vel = 11.30 18.57 1.380 14.00 11.5 11.5 414 C=120 0.00 0.0 0.0 See PATH 3 48.73 0.178 14.00 2.5 11.5 Vel = 10.55 20.27 1.380 2.05 14.0 14.0 413 C=120 0.00 0.0 0.0 See PATH 8 68.99 0.338 2.05 0.7 14.0 Vel = 14.94 21.11 1.610 8.06 14.7 14.7 412 C=120 0.00 0.0 0.0 See PATH 7 90.10 0.262 8.06 2.1 14.7 Vel = 14.34 22.35 1.610 1T 411 C=120 112.45 0.394 0.46 16.8 16.8 8.00 0.0 0.0 See PATH 12 8.46 3.3 16.8 Vel = 17.90 41.19 1.610 1T 0.50 20.2 20.2 410 C=120 8.00 0.2 0.0 See PATH 9 153.64 0.702 8.50 6.0 20.2 Vel = 24.45 Al 4.260 C=120 153.64 0.006 10.31 26.4 26.4 0.00 0.0 0.0 10.31 0.1 26.4 Vel = 3.49 72.93 4.260 7.77 26.4 26.4 A2 C=120 0.00 0.0 0.0 See PATH 15 226.57 0.013 7.77 0.1 26.4 Vel = 5.15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 8 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 49.92 4.260 11.22 26.5 26.5 A3 C=120 0.00 0.0 0.0 See PATH 22 276.49 0.018 11.22 0.2 26.5 Vel = 6.28 73.45 4.260 10.10 26.7 26.7 A4 C=120 0.00 0.0 0.0 See PATH 16 349.95 0.028 10.10 0.3 26.7 Vel = 7.95 49.99 4.260 7.09 27.0 27.0 A5 C=120 0.00 0.0 0.0 See PATH 21 399.94 0.036 7.09 0.3 27.0 Vel = 9.09 87.68 4.260 6.48 27.3 27.3 A6 C=120 0.00 0.0 0.0 See PATH 5 487.62 0.052 6.48 0.3 27.3 Vel = 11.08 111.32 4.260 4.07 27.6 27.6 A7 C=120 0.00 0.0 0.0 See PATH 4 598.94 0.076 4.07 0.3 27.6 Vel = 13.61 26.34 4.260 1T 58.40 27.9 27.9 A8 C=120 26.33 0.0 0.0 See PATH 28 625.28 0.082 84.73 7.0 27.9 Vel = 14.21 4.260 14.14 34.9 34.9 A9 C=120 0.00 0.0 0.0 625.28 0.082 14.14 1.2 34.9 Vel = 14.21 4.260 14.14 36.1 36.1 A10 C=120 0.00 0.0 0.0 625.28 0.082 14.14 1.2 36.1 Vel = 14.21 All 4.260 6.97 37.2 37.2 C=120 0.00 0.0 0.0 625.28 0.082 6.97 0.6 37.2 Vel = 14.21 Al2 4.260 C=120 625.28 0.082 2.50 37.8 37.8 0.00 0.0 0.0 2.50 0.2 37.8 Vel = 14.21 4.260 10.44 38.0 38.0 A13 C=120 0.00 0.0 0.0 625.28 0.082 10.44 0.9 38.0 Vel = 14.21 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 9 HYD. REF POINT Qa DIA. OCO Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO iii (PRIMARY PATH) 4.260 1T 177.18 38.9 38.9 A14 C=120 26.33 0.0 0.0 625.28 0.082 203.52 16.8 38.9 Vel = 14.21 4.260 1E 16.85 55.6 55.6 A15 C=120 1V 28.97 4.4 0.0 625.28 0.082 45.81 3.8 55.6 Vel = 14.21 4.260 1T A16 C=120 625.28 0.082 1.28 63.8 63.8 26.33 0.6 0.0 27.62 2.3 63.8 Vel = 14.21 J1 6.357 2.00 66.6 66.6 C=120 0.00 0.0 0.0 625.28 0.012 2.00 0.0 66.6 Vel = 6.38 6.357 14E 364.38 66.7 66.7 J2 C=120 1V 250.21 16.7 0.0 625.28 0.012 614.59 7.2 66.7 Vel = 6.38 6.357 1E 4.00 90.6 90.6 A18 C=120 17.60 1.7 0.0 625.28 0.012 21.60 0.3 90.6 Vel = 6.38 K1 8.249 1E 12.58 92.6 92.6 C=120 20.02 0.0 0.0 625.28 0.003 32.60 0.1 92.6 Vel = 3.79 10.370 1V 2.29 92.7 92.7 A19 C=120 2788.54 0.0 0.0 625.28 0.001 2790.84 3.0 92.7 Vel = 2.40 10.518 4E 124.96 95.7 95.7 A20 C=140 139.88 2.6 0.0 625.28 0.001 264.83 0.2 95.7 Vel = 2.33 w 625.28 98.5 K = 63.01 PATH 2 FROM HYDRAULIC REFERENCE 2 TO 415 15.34 1.049 1E 3.83 7.5 7.5 K = 5.60 2S C=120 2.00 -1.7 0.0 15.34 0.080 5.83 0.5 7.5 Vel = 5.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 10 HYD. REF POINT Qa DIA. tl C 1� Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 2 FROM HYDRAULIC REFERENCE 2 TO 415 CONTINUED 2 1.049 1T 8.50 6.3 6.3 EqK = 6.11 C=120 5.00 0.0 0.0 15.34 0.080 13.50 1.1 6.3 Vel = 5.75 415 15.34 7.4 K = 5.64 PATH 3 FROM HYDRAULIC REFERENCE 3 TO 414 18.57 1.049 1E 3.83 11.0 11.0 K = 5.60 3S C=120 2.00 -1.7 0.0 18.57 0.113 5.83 0.7 11.0 Vel = 6.96 3 1.049 1T C=120 18.57 0.113 8.50 10.0 10.0 EqK = 5.87 5.00 0.0 0.0 13.50 1.5 10.0 Vel = 6.96 414 18.57 11.5 K = 5.47 PATH 4 FROM HYDRAULIC REFERENCE 23 TO A7 19.50 1.049 1E 3.33 12.1 12.1 K = 5.60 23S C=120 2.00 -1.4 0.0 19.50 0.124 5.33 0.7 12.1 Vel = 7.31 1.049 23 C=120 19.50 0.124 20.50 11.3 11.3 EqK = 5.79 0.00 0.0 0.0 20.50 2.6 11.3 Vel = 7.31 20.09 1.049 10.00 13.9 13.9 429 C=120 0.00 0.0 0.0 See PATH 6 39.59 0.460 10.00 4.6 13.9 Vel = 14.84 428 22.94 1.380 C=120 62.52 0.282 1.81 18.5 18.5 0.00 0.0 0.0 See PATH 14 1.81 0.5 18.5 Vel = 13.54 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) - AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Tyco Fire Products Page 11 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 23 TO A7 CONTINUED 427 23.49 1.380 C=120 86.01 0.509 8.45 0.00 8.45 19.0 0.0 4.3 19.0 0.0 See PATH 13 19.0 Vel = 18.63 25.31 1.610 1T 3.07 23.3 23.3 426 C=120 8.00 0.0 0.0 See PATH 24 111.32 0.387 11.07 4.3 23.3 Vel = 17.72 A7 111.32 27.6 K = 21.19 PATH 5 FROM HYDRAULIC REFERENCE 19 TO A6 20.02 1.049 1E 3.33 12.8 12.8 K = 5.60 19S C=120 2.00 -1.4 0.0 20.02 0.130 5.33 0.7 12.8 Vel = 7.50 1.049 20.50 12.0 12.0 EqK = 5.77 19 C=120 0.00 0.0 0.0 20.02 0.130 20.50 2.7 12.0 Vel = 7.50 20.61 1.049 10.00 14.7 14.7 425 C=120 0.00 0.0 0.0 See PATH 11 40.63 0.483 10.00 4.8 14.7 Vel = 15.23 23.53 1.380 2.09 19.5 19.5 424 C=120 0.00 0.0 0.0 See PATH 18 64.16 0.296 2.09 0.6 19.5 Vel = 13.90 23.52 1.380 1T 7.48 20.2 20.2 423 C=120 6.00 0.0 0.0 See PATH 17 87.68 0.527 13.48 7.1 20.2 Vel = 18.99 A6 87.68 27.3 K = 16.79 PATH 6 FROM HYDRAULIC REFERENCE 24 TO 429 20.09 1.049 1E 3.33 12.9 12.9 K = 5.60 24S C=120 2.00 -1.4 0.0 20.09 0.131 5.33 0.7 12.9 Vel = 7.53 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 12 HYD. REF POINT Qa DIA. C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 6 FROM HYDRAULIC REFERENCE 24 TO 429 CONTINUED 1.049 1T 8.50 12.1 12.1 EqK = 5.77 24 C=120 5.00 0.0 0.0 20.09 0.131 13.50 1.8 12.1 Vel = 7.53 429 20.09 13.9 K = 5.39 PATH 7 FROM HYDRAULIC REFERENCE 5 TO 412 21.11 1.049 1E 8.17 14.2 14.2 K = 5.60 5S C=120 2.00 -3.5 0.0 21.11 0.144 10.17 1.5 14.2 Vel = 7.91 5 1.049 1T 12.96 12.1 12.1 EqK = 6.06 C=120 5.00 0.0 0.0 21.11 0.144 17.96 2.6 12.1 Vel = 7.91 412 21.11 14.7 K = 5.50 PATH 8 FROM HYDRAULIC REFERENCE 4 TO 413 20.27 1.049 1E 3.83 13.1 13.1 K = 5.60 4S C=120 2.00 -1.7 0.0 20.27 0.133 5.83 0.8 13.1 Vel = 7.60 4 1.049 1T C=120 20.27 0.133 8.50 12.2 12.2 EqK = 5.80 5.00 0.0 0.0 13.50 1.8 12.2 Vel = 7.60 413 20.27 14.0 K = 5.41 PATH 9 FROM HYDRAULIC REFERENCE 7 TO 410 20.34 1.049 1E 3.83 13.2 13.2 K = 5.60 7S C=120 2.00 -1.7 0.0 20.34 0.134 5.83 0.8 13.2 Vel = 7.62 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 13 HYD. RE F POINT Qa DIA. ,, C " Qt Pf/ft FITTING PIPE Pt Pt TYPES FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE 7 TO 410 CONTINUED 7 1.049 1E 13.02 12.3 12.3 EqK = 5.80 C=120 2.00 0.0 0.0 20.34 0.134 15.02 2.0 12.3 Vel = 7.62 20.85 1.049 1T 6.77 14.3 14.3 416 C=120 5.00 0.0 0.0 See PATH 10 41.19 0.495 11.77 5.8 14.3 Vel = 15.44 410 41.19 20.2 K = 9.17 PATH 10 FROM HYDRAULIC REFERENCE 8 TO 416 20.85 1.049 1E 5.83 13.9 13.9 K = 5.60 8S C=120 2.00 -2.5 0.0 20.85 0.141 7.83 1.1 13.9 Vel = 7.82 8 1.049 1T 8.50 12.4 12.4 EqK = 5.91 C=120 5.00 0.0 0.0 20.85 0.141 13.50 1.9 12.4 Vel = 7.82 416 20.85 14.3 K = 5.50 PATH 11 FROM HYDRAULIC REFERENCE 20 TO 425 20.61 1.049 1E 20S C=120 20.61 0.138 3.33 13.5 13.5 K = 5.60 2.00 -1.4 0.0 5.33 0.7 13.5 Vel = 7.73 1.049 1T 8.50 12.8 12.8 EqK = 5.75 20 C=120 5.00 0.0 0.0 20.61 0.138 13.50 1.9 12.8 Vel = 7.73 425 20.61 14.7 K = 5.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) . AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 14 HYD. REF POINT Qa DIA. "C�� Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 12 FROM HYDRAULIC REFERENCE 6 TO 411 22.35 1.049 1E 5.83 15.9 15.9 K = 5.60 6S C=120 2.00 -2.5 0.0 22.35 0.160 7.83 1.2 15.9 Vel = 8.38 6 1.049 1T 8.50 14.7 14.7 EqK = 5.84 C=120 5.00 0.0 0.0 22.35 0.160 13.50 2.2 14.7 Vel = 8.38 411 22.35 16.8 K = 5.45 PATH 13 FROM HYDRAULIC REFERENCE 26 TO 427 23.49 1.049 1E 7.67 17.6 17.6 K = 5.60 26S C=120 2.00 -3.3 0.0 23.49 0.175 9.67 1.7 17.6 Vel = 8.80 1.049 1T 12.33 16.0 16.0 EqK = 5.88 26 C=120 5.00 0.0 0.0 23.49 0.175 17.33 3.1 16.0 Vel = 8.80 427 23.49 19.0 K = 5.39 PATH 14 FROM HYDRAULIC REFERENCE 25 TO 428 22.94 1.049 1E 3.33 16.8 16.8 K = 5.60 25S C=120 2.00 -1.4 0.0 22.94 0.168 5.33 0.9 16.8 Vel = 8.60 1.049 1T 8.50 16.2 16.2 EqK = 5.69 25 C=120 5.00 0.0 0.0 22.94 0.168 13.50 2.3 16.2 Vel = 8.60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 15 HYD. Qa REF POINT Qt 428 22.94 DIA. " C " Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn 18.5 K = 5.33 PATH 15 FROM HYDRAULIC REFERENCE 10 TO A2 23.14 1.049 1E 3.83 17.1 17.1 K = 5.60 10S C=120 2.00 -1.7 0.0 23.14 0.170 5.83 1.0 17.1 Vel = 8.68 1.049 1E 15.98 16.4 16.4 EqK = 5.71 10 C=120 2.00 0.0 0.0 23.14 0.170 17.98 3.1 16.4 Vel = 8.68 23.79 1.049 6.77 19.5 19.5 418 C=120 0.00 0.0 0.0 See PATH 19 46.94 0.631 6.77 4.3 19.5 Vel = 17.59 26.00 1.380 1T 0.50 23.8 23.8 417 C=120 6.00 0.2 0.0 See PATH 26 72.93 0.375 6.50 2.4 23.8 Vel = 15.80 A2 72.93 26.4 K = 14.19 PATH 16 FROM HYDRAULIC REFERENCE 15 TO A4 23.42 1.049 1E 3.83 17.5 17.5 K = 5.60 15S C=120 2.00 -1.7 0.0 23.42 0.174 5.83 1.0 17.5 Vel = 8.78 1.049 1E 14.31 16.8 16.8 EqK = 5.71 15 C=120 2.00 0.0 0.0 23.42 0.174 16.31 2.9 16.8 Vel = 8.78 23.91 1.049 6.77 19.7 19.7 421 C=120 0.00 0.0 0.0 See PATH 20 47.32 0.640 6.77 4.3 19.7 Vel = 17.74 26.13 1.380 1T 420 C=120 73.45 0.380 0.50 24.0 24.0 6.00 0.2 0.0 See PATH 27 6.50 2.5 24.0 Vel = 15.91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 16 HYD. REF POINT Qa DIA. C Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn A4 73.45 26.7 K = 14.21 PATH 17 FROM HYDRAULIC REFERENCE 22 TO 423 23.52 1.049 1E 3.33 17.6 17.6 K = 5.60 22S C=120 2.00 -1.4 0.0 23.52 0.176 5.33 0.9 17.6 Vel = 8.82 1.049 1T 12.08 17.1 17.1 EqK = 5.68 22 C=120 5.00 0.0 0.0 23.52 0.176 17.08 3.0 17.1 Vel = 8.82 423 23.52 20.2 K = 5.24 PATH 18 FROM HYDRAULIC REFERENCE 21 TO 424 23.53 1.049 1E 3.33 17.7 17.7 K = 5.60 21S C=120 2.00 -1.4 0.0 23.53 0.176 5.33 0.9 17.7 Vel = 8.82 1.049 1T 8.50 17.1 17.1 EqK = 5.68 21 C=120 5.00 0.0 0.0 23.53 0.176 13.50 2.4 17.1 Vel = 8.82 424 23.53 19.5 K = 5.32 PATH 19 FROM HYDRAULIC REFERENCE 11 TO 418 11S 23.79 1.049 1E 5.33 18.1 18.1 K = 5.60 C=120 2.00 -2.3 0.0 23.79 0.179 7.33 1.3 18.1 Vel = 8.92 11 1.049 1T C=120 23.79 0.179 8.50 17.1 17.1 EqK = 5.76 5.00 0.0 0.0 13.50 2.4 17.1 Vel = 8.92 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Tyco Fire Products Page 17 HYD. REF POINT Qa DIA. FITTING PIPE Pt Pt "C" TYPES FTNG'S Pe Pv ******* NOTES ******* Qt Pf/ft TOTAL Pf Pn 418 23.79 19.5 K = 5.39 PATH 20 FROM HYDRAULIC REFERENCE 16 TO 421 23.91 1.049 1E 5.33 18.2 18.2 K = 5.60 16S C=120 2.00 -2.3 0.0 23.91 0.181 7.33 1.3 18.2 Vel = 8.96 1.049 1T 8.50 17.2 17.2 EqK = 5.76 16 C=120 5.00 0.0 0.0 23.91 0.181 13.50 2.5 17.2 Vel = 8.96 421 23.91 19.7 K = 5.39 PATH 21 FROM HYDRAULIC REFERENCE 18 TO A5 24.44 1.049 1E 5.33 19.0 19.0 K = 5.60 18S C=120 2.00 -2.3 0.0 24.44 0.189 7.33 1.4 19.0 Vel = 9.16 1.049 1E 18.18 18.1 18.1 EqK = 5.74 18 C=120 1T 7.00 0.0 0.0 24.44 0.189 25.18 4.8 18.1 Vel = 9.16 25.55 1.049 1T 0.50 22.9 22.9 422 C=120 5.00 0.2 0.0 See PATH 25 49.99 0.709 5.50 3.9 22.9 Vel = 18.74 A5 49.99 27.0 K = 9.62 PATH 22 FROM HYDRAULIC REFERENCE 13 TO A3 24.64 1.049 1E 13S C=120 24.64 0.191 5.40 19.4 19.4 K = 5.60 2.00 -2.3 0.0 7.40 1.4 19.4 Vel = 9.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 18 HYD. REF POINT Qa DIA. VT IV Qt Pfl/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 22 FROM HYDRAULIC REFERENCE 13 TO A3 CONTINUED 1.049 1T 15.25 18.4 18.4 EqK = 5.74 13 C=120 5.00 0.0 0.0 24.64 0.191 20.25 3.9 18.4 Vel = 9.24 25.28 1.049 1T 0.56 22.3 22.3 419 C=120 5.00 0.2 0.0 See PATH 23 49.92 0.707 5.56 3.9 22.3 Vel = 18.71 A3 49.92 26.5 K = 9.69 PATH 23 FROM HYDRAULIC REFERENCE 12 TO 419 25.28 1.049 1E 5.40 20.4 20.4 K = 5.60 12S C=120 2.00 -2.3 0.0 25.28 0.201 7.40 1.5 20.4 Vel = 9.48 1.049 iT 8.96 19.5 19.5 EqK = 5.72 12 C=120 5.00 0.0 0.0 25.28 0.201 13.96 2.8 19.5 Vel = 9.48 419 25.28 22.3 K = 5.35 PATH 24 FROM HYDRAULIC REFERENCE 27 TO 426 25.31 1.049 1E 27S C=120 25.31 0.201 3.33 20.4 20.4 K = 5.60 2.00 -1.4 0.0 5.33 1.1 20.4 Vel = 9.49 1.049 1T 11.08 20.1 20.1 EqK = 5.65 27 C=120 5.00 0.0 0.0 25.31 0.201 16.08 3.3 20.1 Vel = 9.49 426 25.31 23.3 K = 5.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Tyco Fire Products Page 19 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 25 FROM HYDRAULIC REFERENCE 17 TO 422 25.55 1.049 1E 5.33 20.8 20.8 K = 5.60 17S C=120 2.00 -2.3 0.0 25.55 0.205 7.33 1.5 20.8 Vel = 9.58 1.049 1T 8.96 20.0 20.0 EqK = 5.71 17 C=120 5.00 0.0 0.0 25.55 0.205 13.96 2.9 20.0 Vel = 9.58 422 25.55 22.9 K = 5.34 PATH 26 FROM HYDRAULIC REFERENCE 9 TO 417 26.00 1.049 1E 5.33 21.5 21.5 K = 5.60 9S C=120 2.00 -2.3 0.0 26.00 0.211 7.33 1.5 21.5 Vel = 9.74 9 1.049 1T 8.96 20.8 20.8 EqK = 5.70 C=120 5.00 0.0 0.0 26.00 0.211 13.96 3.0 20.8 Vel = 9.74 417 26.00 23.8 K = 5.33 PATH 27 FROM HYDRAULIC REFERENCE 14 TO 420 26.13 1.049 1E 5.33 21.8 21.8 K = 5.60 14S C=120 2.00 -2.3 0.0 26.13 0.213 7.33 1.6 21.8 Vel = 9.80 1.049 1T 8.96 21.0 21.0 EqK = 5.70 14 C=120 5.00 0.0 0.0 26.13 0.213 13.96 3.0 21.0 Vel = 9.80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Tyco Fire Products Page 20 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt TYPES FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn 420 26.13 24.0 K = 5.33 PATH 28 FROM HYDRAULIC REFERENCE 28 TO A8 26.34 1.049 1E 5.33 22.1 22.1 K = 5.60 28S C=120 2.00 -2.3 0.0 26.34 0.217 7.33 1.6 22.1 Vel = 9.87 1.049 2T 17.23 21.4 21.4 EqK = 5.69 28 C=120 10.00 0.0 0.0 26.34 0.217 27.23 5.9 21.4 Vel = 9.87 1.380 1T 0.50 27.3 27.3 430 C=120 6.00 0.2 0.0 26.34 0.057 6.50 0.4 27.3 Vel = 5.71 A8 26.34 27.9 K = 4.99 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) EE ornrn 00 0 N 0 oP _ EO _EE__ (*macaw arnrnaa 000vo f- N , 0)MOv0 0 ) COhi 22 IcntA a w v ge >,>,C macncncn= E m a.Q rn 00o co 008 a N 0 N0 N C a) d O a) 0-w N M ,V � m N O N O 3VcnW�o-1 a°O 0oo a) ::0 C rn id co=O Cl)NU co '5 0 -2<ccOF-C • 0. 0. U 250 gpm hose • a�) V N 0 COOO 0 O o et N a m ANC 16 Theatres Job Name: Location: Drawing Date: Contractor: Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC DESIGN INFORMATION SHEET AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila Remote Area Number: 2 Telephone:206-291-1456 auts Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 I 125.0 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: TY -FRB K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 21 Flowing Outlets gpm Required: 453.1 psi Required: 73.8 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test Date of Test 2005 Static Pressure 140.0 psi Residual Pres 20.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 453 73.8 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 453 gpm 139.4 psi SAFETY PRESSURE 65.6 psi Available Pressure of 139.4 psi Exceeds Required Pressure of 73.8 psi This is a safety margin of 65.6 psi or 47 % of Supply Maximum Water Velocity is 18.5 fps 'AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 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 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 4 NODE ELEVATION SPRINKLER PRESSURE NUMBER K -FACTOR (FT) (GPM/(PSI")) (PSI) ACTUAL FLOW (GPM) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) 29 59.33 29S 53.00 30 59.33 30S 53.00 31 59.33 31S 53.00 32 59.33 32S 53.00 33 58.83 33S 55.00 34 58.83 34S 55.00 35 58.83 35S 55.00 36 58.83 36S 55.00 37 59.33 37S 55.00 38 59.33 38S 55.00 39 59.33 39S 55.00 40 59.33 40S 55.00 41 59.33 41S 55.50 42 58.83 42S 55.00 43 58.83 43S 55.00 44 58.83 44S 55.00 45 58.83 45S 55.50 46 58.83 46S 53.50 47 58.83 47S 53.50 48 58.83 48S 53.50 49 58.83 49S 53.50 431 58.83 432 58.83 433 58.83 434 58.83 435 59.33 436 59.33 437 59.33 438 59.33 439 58.83 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 7.6 9.5 8.0 9.9 11.3 13.0 12.9 14.4 8.3 9.4 9.0 10.1 11.8 12.7 13.9 14.7 9.4 10.5 10.3 11.4 11.2 12.3 13.2 14.2 16.6 17.3 10.2 11.2 11.4 12.3 16.1 16.7 18.0 18.5 25.4 25.9 25.4 25.9 25.4 25.9 25.1 25.6 25.7 21.8 18.5 13.2 18.3 14.9 13.1 9.4 14.9 17.3 17.6 20.2 21.3 17.1 17.8 20.0 21.5 18.2 18.9 19.6 21.1 23.3 18.7 19.6 22.9 24.1 28.5 28.5 28.5 28.3 14.8 14.8 14.8 14.8 15.0 14.8 14.8 15.0 14.8 17.3 17.3 14.8 14.8 18.8 14.8 14.8 14.8 17.9 17.9 17.9 14.8 0.29 0.29 0.33 0.44 0.17 0.38 0.43 0.21 0.22 0.16 0.17 0.26 0.24 0.15 0.23 0.31 0.34 0.24 0.24 0.24 0.38 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 5 NODE NUMBER (FT) ELEVATION SPRINKLER K -FACTOR (GPM/ (PSI^'1) ) PRESSURE ACTUAL MINIMUM ACTUAL FLOW FLOW DENSITY (PSI) (GPM) (GPM) (GPM/SQ.FT) 440, 58.83 12.6 441 58.83 9.6 442 59.33 26.0 443 59.33 19.2 444 59.33 15.2 445 59.33 12.9 446 59.33 11.9 451 81.83 28.6 452 82.33 28.3 453 82.33 28.3 454 82.33 28.3 455 81.83 28.6 456 81.83 28.6 457 81.83 28.6 458 81.83 28.6 459 81.83 28.6 460 81.83 28.6 461 81.83 28.6 462 81.83 28.6 463 81.83 28.6 464 82.33 28.3 465 82.33 28.3 A9 58.83 29.2 A10 58.83 29.2 All 58.83 29.2 Al2 58.83 29.2 A13 58.83 29.2 A14 58.83 29.3 A15 58.83 38.5 A16 48.74 45.0 A18 9.00 67.5 A19 5.00 69.4 A20 5.00 71.1 Bl 58.83 27.1 B2 58.83 27.1 B3 58.83 27.2 C3 81.83 28.6 C4 81.83 28.6 C5 81.83 28.6 C6 81.83 28.6 C7 81.83 28.6 C8 81.83 28.6 C9 81.83 28.6 D1 81.83 28.6 D2 81.83 28.6 D3 81.83 28.6 D4 81.83 28.6 D5 81.83 28.6 El 81.83 28.6 E2 81.83 28.6 E3 81.83 28.6 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 6 NODE ELEVATION SPRINKLER NUMBER K -FACTOR (FT) (GPM/(PSI^1)) PRESSURE ACTUAL FLOW (GPM) (PSI) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) E4 Fl F2 J1 J2 K1 W 81.83 81.83 81.83 47.46 47.46 5.00 -1.00 28.6 28.6 28.6 46.8 46.8 69.4 73.8 Max velocity of 18.50 occurs in the pipe from 432 TO 431 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. ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 7 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 29 TO W (PRIMARY PATH) 17.28 1.049 1E 6.33 9.5 9.5 K = 5.60 29S C=120 2.00 -2.7 0.0 17.28 0.099 8.33 0.8 9.5 Vel = 6.48 1.049 18.00 7.6 7.6 EqK = 6.27 29 C=120 0.00 0.0 0.0 17.28 0.099 18.00 1.8 7.6 Vel = 6.48 17.61 1.049 10.21 9.4 9.4 438 C=120 0.00 0.0 0.0 See PATH 2 34.88 0.364 10.21 3.7 9.4 Vel = 13.08 20.16 1.380 8.00 13.1 13.1 437 C=120 0.00 0.0 0.0 See PATH 10 55.04 0.223 8.00 1.8 13.1 Vel = 11.92 436 21.28 1.380 C=120 76.32 0.408 8.46 14.9 14.9 0.00 0.0 0.0 See PATH 12 8.46 3.4 14.9 Vel = 16.53 1.610 2E 20.13 18.3 18.3 435 C=120 2T 24.00 0.2 0.0 76.32 0.192 44.13 8.5 18.3 Vel = 12.15 B1 3.260 3.81 27.1 27.1 C=120 0.00 0.0 0.0 76.32 0.006 3.81 0.0 27.1 Vel = 2.96 76.39 3.260 5.29 27.1 27.1 B2 C=120 0.00 0.0 0.0 See PATH 3 152.72 0.022 5.29 0.1 27.1 Vel = 5.93 101.13 3.260 1T 16.56 27.2 27.2 B3 C=120 20.16 0.0 0.0 See PATH 5 253.84 0.057 36.72 2.1 27.2 Vel = 9.85 199.25 4.260 1T 177.18 29.3 29.3 A14 C=120 26.33 0.0 0.0 See PATH 6 453.09 0.045 203.52 9.2 29.3 Vel = 10.30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt REF "C" TYPES FTNG'S Pe POINT Qt Pf/ft TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 29 TO W (PRIMARY PATH) 4.260 1E 16.85 38.5 38.5 A15 C=120 1V 28.97 4.4 0.0 453.09 0.045 45.81 2.1 38.5 Vel = 10.30 4.260 1T 1.28 45.0 45.0 A16 C=120 26.33 0.6 0.0 453.09 0.045 27.62 1.3 45.0 Vel = 10.30 J1 6.357 2.00 46.8 46.8 C=120 0.00 0.0 0.0 453.09 0.006 2.00 0.0 46.8 Vel = 4.62 6.357 14E 364.38 46.8 46.8 J2 C=120 1V 250.21 16.7 0.0 453.09 0.006 614.59 4.0 46.8 Vel = 4.62 6.357 1E 4.00 67.5 67.5 A18 C=120 17.60 1.7 0.0 453.09 0.006 21.60 0.1 67.5 Vel = 4.62 K1 8.249 1E 12.58 69.4 69.4 C=120 20.02 0.0 0.0 453.09 0.002 32.60 0.1 69.4 Vel = 2.75 10.370 1V 2.29 69.4 69.4 A19 C=120 2788.54 0.0 0.0 453.09 0.001 2790.84 1.7 69.4 Vel = 1.74 10.518 4E 124.96 71.1 71.1 A20 C=140 139.88 2.6 0.0 453.09 0.000 264.83 0.1 71.1 Vel = 1.69 W 453.09 73.8 K = 52.74 PATH 2 FROM HYDRAULIC REFERENCE 30 TO 438 17.61 1.049 1E 6.33 9.9 9.9 K = 5.60 30S C=120 2.00 -2.7 0.0 17.61 0.103 8.33 0.9 9.9 Vel = 6.60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 9 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 2 FROM HYDRAULIC REFERENCE 30 TO 438 CONTINUED 1.049 1T 8.50 8.0 8.0 EqK = 6.23 30 C=120 5.00 0.0 0.0 17.61 0.103 13.50 1.4 8.0 Vel = 6.60 438 17.61 9.4 K = 5.74 PATH 3 FROM HYDRAULIC REFERENCE 33 TO B2 17.13 1.049 1E 3.83 9.4 9.4 K = 5.60 33S C=120 2.00 -1.7 0.0 17.13 0.098 5.83 0.6 9.4 Vel = 6.42 1.049 1E 12.10 8.3 8.3 EqK = 5.96 33 C=120 2.00 0.0 0.0 17.13 0.098 14.10 1.4 8.3 Vel = 6.42 17.79 1.049 8.00 9.6 9.6 441 C=120 0.00 0.0 0.0 See PATH 4 34.92 0.365 8.00 2.9 9.6 Vel = 13.09 440 19.97 1.380 C=120 54.90 0.222 10.59 0.00 10.59 12.6 0.0 2.3 12.6 0.0 12.6 See PATH 11 Vel = 11.89 21.50 1.380 1T 23.80 14.9 14.9 439 C=120 6.00 0.0 0.0 See PATH 14 76.39 0.408 29.80 12.2 14.9 Vel = 16.55 B2 76.39 27.1 K = 14.68 PATH 4 FROM HYDRAULIC REFERENCE 34 TO 441 17.79 1.049 1E 34S C=120 17.79 0.105 3.83 10.1 10.1 K = 5.60 2.00 -1.7 0.0 •5.83 0.6 10.1 Vel = 6.67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 10 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 4 FROM HYDRAULIC REFERENCE 34 TO 441 CONTINUED 1.049 1T 0.72 9.0 9.0 EqK = 5.92 34 C=120 5.00 0.0 0.0 17.79 0.105 5.72 0.6 9.0 Vel = 6.67 441 17.79 9.6 K = 5.73 PATH 5 FROM HYDRAULIC REFERENCE 37 TO B3 18.18 1.049 1E 4.33 10.5 10.5 K = 5.60 37S C=120 2.00 -1.9 0.0 18.18 0.109 6.33 0.7 10.5 Vel = 6.82 1.049 1T 18.10 9.4 9.4 EqK = 5.95 37 C=120 5.00 0.0 0.0 18.18 0.109 23.10 2.5 9.4 Vel = 6.82 446 18.92 1.380 C=120 37.11 0.107 9.60 11.9 11.9 0.00 0.0 0.0 See PATH 7 9.60 1.0 11.9 Vel = 8.04 19.63 1.380 9.60 12.9 12.9 445 C=120 0.00 0.0 0.0 See PATH 9 56.74 0.236 9.60 2.3 12.9 Vel = 12.29 21.09 1.610 2E 12.15 15.2 15.2 444 C=120 8.00 0.0 0.0 See PATH 13 77.83 0.200 20.15 4.0 15.2 Vel = 12.39 23.30 1.610 1T 443 C=120 101.13 0.324 12.94 8.00 20.94 19.2 0.0 6.8 19.2 0.0 19.2 See PATH 16 Vel = 16.09 2.157 1T 442 C=120 101.13 0.078 0.50 26.0 26.0 12.31 0.2 0.0 12.81 1.0 26.0 Vel = 8.97 B3 101.13 27.2 K = 19.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 11 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pt Pe Pv ******* NOTES ******* Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 42 TO A14 18.75 1.049 1E 3.83 11.2 11.2 K = 5.60 42S C=120 2.00 -1.7 0.0 18.75 0.115 5.83 0.7 11.2 Vel = 7.03 1.049 1E 23.85 10.2 10.2 EqK = 5.86 42 C=120 2.00 0.0 0.0 18.75 0.115 25.85 3.0 10.2 Vel = 7.03 19.65 1.049 12.17 13.2 13.2 434 C=120 0.00 0.0 0.0 See PATH 8 38.40 0.435 12.17 5.3 13.2 Vel = 14.39 22.92 1.380 11.92 18.5 18.5 433 C=120 0.00 0.0 0.0 See PATH 15 61.31 0.272 11.92 3.2 18.5 Vel = 13.28 24.10 1.380 1T 432 C=120 85.41 0.502 1.83 21.8 21.8 6.00 0.0 0.0 See PATH 17 7.83 3.9 21.8 Vel = 18.50 1.610 1T 431 C=120 85.41 0.237 6.81 8.00 14.81 25.7 0.0 3.5 25.7 0.0 25.7 Vel = 13.59 113.84 4.260 10.44 29.2 29.2 A13 C=120 0.00 0.0 0.0 See PATH 18 199.25 0.010 10.44 0.1 29.2 Vel = 4.53 A14 199.25 29.3 K = 36.81 PATH 7 FROM HYDRAULIC REFERENCE 38 TO 446 18.92 1.049 1E 38S C=120 18.92 0.117 4.33 11.4 11.4 K = 5.60 2.00 -1.9 0.0 6.33 0.7 11.4 Vel = 7.09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 12 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 7 FROM HYDRAULIC REFERENCE 38 TO 446 CONTINUED 1.049 1T 8.50 10.3 10.3 EqK = 5.90 38 C=120 5.00 0.0 0.0 18.92 0.117 13.50 1.6 10.3 Vel = 7.09 446 18.92 11.9 K = 5.49 PATH 8 FROM HYDRAULIC REFERENCE 43 TO 434 19.65 1.049 1E 3.83 12.3 12.3 K = 5.60 43S C=120 2.00 -1.7 0.0 19.65 0.126 5.83 0.7 12.3 Vel = 7.36 1.049 1T 9.50 11.4 11.4 EqK = 5.82 43 C=120 5.00 0.0 0.0 19.65 0.126 14.50 1.8 11.4 Vel = 7.36 434 19.65 13.2 K = 5.40 PATH 9 FROM HYDRAULIC REFERENCE 39 TO 445 19.63 1.049 1E 4.33 12.3 12.3 K = 5.60 39S C=120 2.00 -1.9 0.0 19.63 0.126 6.33 0.8 12.3 Vel = 7.36 1.049 1T 8.50 11.2 11.2 EqK = 5.86 39 C=120 5.00 0.0 0.0 19.63 0.126 13.50 1.7 11.2 Vel = 7.36 445 19.63 12.9 K = 5.46 PATH 10 FROM HYDRAULIC REFERENCE 31 TO 437 20.16 1.049 lE 6.33 13.0 13.0 K = 5.60 31S C=120 2.00 -2.7 0.0 20.16 0.132 8.33 1.1 13.0 Vel = 7.56 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 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 10 FROM HYDRAULIC REFERENCE 31 TO 437 CONTINUED 1.049 1T 8.50 11.3 11.3 EqK = 5.99 31 C=120 5.00 0.0 0.0 20.16 0.132 13.50 1.8 11.3 Vel = 7.56 437 20.16 13.1 K = 5.57 PATH 11 FROM HYDRAULIC REFERENCE 35 TO 440 19.97 1.049 1E 3.83 12.7 12.7 K = 5.60 35S C=120 2.00 -1.7 0.0 19.97 0.130 5.83 0.8 12.7 Vel = 7.49 1.049 1T 0.72 11.8 11.8 EqK = 5.81 35 C=120 5.00 0.0 0.0 19.97 0.130 5.72 0.7 11.8 Vel = 7.49 440 19.97 12.6 K = 5.64 PATH 12 FROM HYDRAULIC REFERENCE 32 TO 436 21.28 1.049 1E 6.33 14.4 14.4 K = 5.60 32S C=120 2.00 -2.7 0.0 21.28 0.146 8.33 1.2 14.4 Vel = 7.98 1.049 iT 8.50 12.9 12.9 EqK = 5.92 32 C=120 5.00 0.0 0.0 21.28 0.146 13.50 2.0 12.9 Vel = 7.98 436 21.28 14.9 K = 5.51 PATH 13 FROM HYDRAULIC REFERENCE 40 TO 444 21.09 1.049 1E 4.33 14.2 14.2 K = 5.60 40S C=120 2.00 -1.9 0.0 21.09 0.144 6.33 0.9 14.2 Vel = 7.91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE REF "C" TYPES FTNG'S POINT Qt Pf/ft TOTAL Pt Pt Pe Pv ******* NOTES ******* Pf Pn PATH 13 FROM HYDRAULIC REFERENCE 40 TO 444 CONTINUED 1.049 1T 8.50 13.2 13.2 EqK = 5.80 40 C=120 5.00 0.0 0.0 21.09 0.144 13.50 2.0 13.2 Vel = 7.91 444 21.09 15.2 K = 5.41 PATH 14 FROM HYDRAULIC REFERENCE 36 TO 439 21.50 1.049 1E 3.83 14.7 14.7 K = 5.60 36S C=120 2.00 -1.7 0.0 21.50 0.149 5.83 0.9 14.7 Vel = 8.06 1.049 1T 1.50 13.9 13.9 EqK = 5.76 36 C=120 5.00 0.0 0.0 21.50 0.149 6.50 1.0 13.9 Vel = 8.06 439 21.50 14.9 K = 5.57 PATH 15 FROM HYDRAULIC REFERENCE 44 TO 433 22.92 1.049 lE 3.83 16.7 16.7 K = 5.60 44S C=120 2.00 -1.7 0.0 22.92 0.167 5.83 1.0 16.7 Vel = 8.59 1.049 1T 9.50 16.1 16.1 EqK = 5.72 44 C=120 5.00 0.0 0.0 22.92 0.167 14.50 2.5 16.1 Vel = 8.59 433 22.92 18.5 K = 5.33 PATH 16 FROM HYDRAULIC REFERENCE 41 TO 443 23.30 1.049 1E 3.83 17.3 17.3 K = 5.60 41S C=120 2.00 -1.7 0.0 23.30 0.173 5.83 1.0 17.3 Vel = 8.73 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 15 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING PIPE Pt Pt TYPES FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 16 FROM HYDRAULIC REFERENCE 41 TO 443 CONTINUED 1.049 iT 9.63 16.6 16.6 EqK = 5.71 41 C=120 5.00 0.0 0.0 23.30 0.173 14.63 2.6 16.6 Vel = 8.73 443 23.30 19.2 K = 5.32 PATH 17 FROM HYDRAULIC REFERENCE 45 TO 432 24.10 1.049 1E 3.33 18.5 18.5 K = 5.60 45S C=120 2.00 -1.4 0.0 24.10 0.184 5.33 1.0 18.5 Vel = 9.03 1.049 1E 13.03 18.0 18.0 EqK = 5.67 45 0=120 1T 7.00 0.0 0.0 24.10 0.184 20.03 3.7 18.0 Vel = 9.03 432 24.10 21.8 K = 5.17 PATH 18 FROM HYDRAULIC REFERENCE 49 TO A13 28.33 1.049 1E 49S C=120 28.33 0.248 5.33 25.6 25.6 K = 5.60 2.00 -2.3 0.0 7.33 1.8 25.6 Vel = 10.62 1.049 iT 11.17 25.1 25.1 EqK = 5.66 49 C=120 5.00 0.0 0.0 28.33 0.248 16.17 4.1 25.1 Vel = 10.62 85.51 4.260 2.50 29.2 29.2 Al2 C=120 0.00 0.0 0.0 See PATH 19 113.84 0.004 2.50 0.0 29.2 Vel = 2.59 A13 113.84 29.2 K = 21.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 'AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products Page 16 12/18/07 11:28 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt TYPES FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 19 FROM HYDRAULIC REFERENCE 46 TO Al2 28.50 1.049 1E 5.33 25.9 25.9 K = 5.60 46S C=120 2.00 -2.3 0.0 28.50 0.251 7.33 1.8 25.9 Vel = 10.68 1.049 1T 46 C=120 28.50 0.251 9.58 25.4 25.4 EqK = 5.65 5.00 0.0 0.0 14.58 3.7 25.4 Vel = 10.68 4.260 14.14 29.2 29.2 A9 C=120 0.00 0.0 0.0 28.50 0.000 14.14 0.0 29.2 Vel = 0.65 28.50 4.260 14.14 29.2 29.2 A10 C=120 0.00 0.0 0.0 See PATH 20 57.00 0.001 14.14 0.0 29.2 Vel = 1.30 All 28.51 4.260 6.97 29.2 29.2 C=120 0.00 0.0 0.0 See PATH 21 85.51 0.002 6.97 0.0 29.2 Vel = 1.94 Al2 85.51 29.2 K = 15.83 PATH 20 FROM HYDRAULIC REFERENCE 47 TO A10 28.50 1.049 lE 5.33 25.9 25.9 K = 5.60 47S C=120 2.00 -2.3 0.0 28.50 0.251 7.33 1.8 25.9 Vel = 10.68 1.049 1T 9.58 25.4 25.4 EqK = 5.65 47 C=120 5.00 0.0 0.0 28.50 0.251 14.58 3.7 25.4 Vel = 10.68 A10 28.50 29.2 K = 5.28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 17 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 21 FROM HYDRAULIC REFERENCE 48 TO All 28.51 1.049 lE 5.33 25.9 25.9 K = 5.60 48S C=120 2.00 -2.3 0.0 28.51 0.251 7.33 1.8 25.9 Vel = 10.69 1.049 1T 9.58 25.4 25.4 EqK = 5.65 48 C=120 5.00 0.0 0.0 28.51 0.251 14.58 3.7 25.4 Vel = 10.69 All 28.51 29.2 K = 5.28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) E E • as 0 CD 1:3) o • N • a) • 7 N o co _.o • E m a. a. 00o co 0 o 0 d �N0 U) 0 ▪ w' aNia o• dTo N Cu U p m • N •a 23 46 8 3(Dm woJ 250 gpm hose C1 0 0 0 N 0 Coo (gyp T- O. v) • AMC 16 Theatres Job Name: Location: Drawing Date: Contractor: Drawing Date:12/13/07 12/13/07 8:17 HYDRAULIC DH$IGN INYORMATION OMIT AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 BimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila Remote Area Number: 3 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 I 326.7 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 354.8 psi Required: 126.4 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 2005 140.0 psi 20.0 psi 8000 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 355 126.4 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 355 gpm 139.6 psi SAFETY PRESSURE 13.2 psi Available Pressure of 139.6 psi Exceeds Required Pressure of 126.4 psi This is a safety margin of 13.2 psi or 9 t of Supply Maximum Water Velocity is 21.4 fps AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 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 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^11)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 50 82.33 50S 80.17 51 82.33 51S 79.67 52 82.33 52S 77.71 53 82.33 53S 75.75 54 82.33 54S 73.79 55 82.33 55S 75.75 56 82.33 56S 73.79 470 82.33 471 82.33 472 82.33 473 82.33 474 82.33 475 82.33 476 82.33 477 82.33 478 82.33 479 82.33 480 82.33 481 82.33 482 82.33 483 82.33 484 82.33 485 82.33 486 81.83 487 81.83 488 81.83 489 81.83 490 81.83 491 81.83 492 81.83 493 81.83 494 81.83 495 81.83 496 81.83 497 81.83 498 81.83 499 81.83 500 82.33 501 82.33 502 82.33 G1 81.83 G2 81.83 G3 81.83 G4 81.83 11.20 11.20 11.20 11.20 11.20 11.20 11.20 21.6 19.6 21.5 19.4 21.7 19.1 22.5 19.4 25.0 20.9 26.1 22.2 27.7 22.9 68.3 43.5 39.7 38.7 38.7 39.0 45.3 65.4 45.7 47.8 59.8 71.8 72.2 72.7 73.8 73.9 74.8 74.7 74.6 76.3 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 73.8 73.9 73.8 70.5 70.6 70.9 72.0 49.6 49.3 49.0 49.3 51.2 52.8 53.6 29.6 49.0 49.0 49.0 49.0 49.0 49.0 0.31 0.15 0.15 0.15 0.16 0.16 0.16 AMC 16 Theatres Drawing Date:I2/13/07 12/13/07 8:17 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^'1)) (PSI) (GPM) (GPM) (GPM/SQ.FT) G5 81.83 72.5 G6 81.83 72.9 G7 81.83 73.4 G8 81.83 73.8 G9 81.83 74.0 G10 81.83 74.2 Gil 81.83 74.6 G12 81.83 74.8 G13 81.83 75.2 G14 81.83 75.9 G15 81.83 76.3 G16 81.83 76.6 G17 5.00 122.7 G18 5.00 122.7 G19 5.00 123.8 H3 81.83 74.4 H4 81.83 74.4 H5 81.83 74.4 H6 81.83 74.4 H7 81.83 74.6 Il 81.83 73.9 I2 81.83 74.0 13 81.83 74.1 W -1.00 126.4 Max velocity of 21.41 occurs in the pipe from 471 TO 470 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. AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 6 HYD. REF POINT Qa DIA. FITTING PIPE Pt Pt "C" TYPES FTNG'S Pe Pv ******* NOTES ******* Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 51 TO W (PRIMARY PATH) 49.32 1.049 1E 2.67 19.4 19.4 K = 11.20 51S C=120 2.00 -1.2 0.0 49.32 0.691 4.67 3.2 19.4 Vel = 18.49 1.049 1T 19.75 21.5 21.5 EqK = 10.65 51 C=120 5.00 0.0 0.0 49.32 0.691 24.75 17.3 21.5 Vel = 18.49 2.67 1.682 4.00 38.7 38.7 474 C=120 0.00 0.0 0.0 See PATH 8 51.99 0.076 4.00 0.3 38.7 Vel = 7.58 49.60 1.682 1E 18.73 39.0 39.0 475 C=120 4.95 0.0 0.0 See PATH 2 101.59 0.264 23.68 6.3 39.0 Vel = 14.81 -17.03 1.682 1E 102.23 45.3 45.3 476 C=120 4.95 0.0 0.0 See PATH 9 84.56 0.188 107.18 20.2 45.3 Vel = 12.33 1.610 2T 6.66 65.4 65.4 477 C=120 16.00 0.2 0.0 84.56 0.233 22.66 5.3 65.4 Vel = 13.46 270.28 4.260 36.59 70.9 70.9 G3 C=120 0.00 0.0 0.0 See PATH 3 354.84 0.029 36.59 1.1 70.9 Vel = 8.07 -10.09 4.260 18.00 72.0 72.0 G4 C=120 0.00 0.0 0.0 See PATH 10 344.76 0.027 18.00 0.5 72.0 Vel = 7.84 0.29 4.260 17.44 72.5 72.5 G5 C=120 0.00 0.0 0.0 See PATH 11 345.05 0.027 17.44 0.5 72.5 Vel = 7.84 9.79 4.260 17.82 72.9 72.9 G6 C-120 0.00 0.0 0.0 See PATH 10 354.84 0.029 17.82 0.5 72.9 Vel = 8.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 7 HYD. REF POINT Qa DIA. ,, C it Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv Pn ******* NOTES ******* PATH 1 FROM HYDRAULIC REFERENCE 51 TO N (PRIMARY PATH) -166.66 4.260 iT 8.99 73.4 73.4 G7 C=120 26.33 0.0 0.0 See PATH 12 188.18 0.009 35.32 0.3 73.4 Vel = 4.28 -6.33 4.260 1E 14.62 73.8 73.8 G8 C=120 13.17 0.0 0.0 See PATH 13 181.85 0.008 27.78 0.2 73.8 Vel = 4.13 0.86 4.260 18.00 74.0 74.0 G9 C=120 0.00 0.0 0.0 See PATH 15 182.71 0.008 18.00 0.2 74.0 Vel = 4.15 5.47 4.260 iT 23.50 74.2 74.2 G10 C=120 26.33 0.0 0.0 See PATH 13 188.18 0.009 49.84 0.4 74.2 Vel = 4.28 Gil 157.88 4.260 8.83 74.6 74.6 C=120 0.00 0.0 0.0 See PATH 12 346.06 0.028 8.83 0.2 74.6 Vel = 7.87 G12 -1.03 4.260 C=120 345.03 0.027 12.00 0.00 12.00 74.8 0.0 0.3 74.8 0.0 See PATH 18 74.8 Vel = 7.84 9.81 4.260 26.44 75.2 75.2 G13 C=120 0.00 0.0 0.0 See PATH 17 354.84 0.029 26.44 0.8 75.2 Vel = 8.07 -10.40 4.260 12.00 75.9 75.9 G14 C=120 0.00 0.0 0.0 See PATH 19 344.45 0.027 12.00 0.3 75.9 Vel = 7.83 -0.67 4.260 14.00 76.3 76.3 G15 C=120 0.00 0.0 0.0 See PATH 20 343.77 0.027 14.00 0.4 76.3 Vel = 7.81 11.07 4.260 13E 224.68 76.6 76.6 G16 C=120 1T 213.31 33.3 0.0 See PATH 19 354.84 0.029 1V 437.99 12.7 76.6 Vel = 8.07 8.249 1E 11.00 122.7 122.7 G17 C=120 20.02 0.0 0.0 354.84 0.001 31.02 0.0 122.7 Vel = 2.15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 8 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE TYPES FTNG'S TOTAL Pt Pe Pf Pt Pv Pn ******* NOTES ******* PATH 1 FROM HYDRAULIC REFERENCE 51 TO W (PRIMARY PATH) 10.370 3E 14.50 122.7 122.7 G18 C=120 1V 2862.16 0.0 0.0 354.84 0.000 2876.66 1.1 122.7 Vel = 1.36 10.518 3E 110.50 123.8 123.8 G19 C=140 104.91 2.6 0.0 354.84 0.000 215.41 0.1 123.8 Vel = 1.32 W 354.84 126.4 K = 31.56 PATH 2 FROM HYDRAULIC REFERENCE 50 TO 475 49.60 1.049 1E 2.17 19.6 19.6 K = 11.20 50S C=120 2.00 -0.9 0.0 49.60 0.698 4.17 2.9 19.6 Vel = 18.59 1.049 1T 19.75 21.6 21.6 EqK = 10.68 50 C=120 5.00 0.0 0.0 49.60 0.698 24.75 17.4 21.6 Vel = 18.59 475 49.60 39.0 K = 7.94 PATH 3 FROM HYDRAULIC REFERENCE 52 TO 03 49.00 1.049 1E 4.63 19.1 19.1 K = 11.20 52S C=120 2.00 -2.0 0.0 49.00 0.683 6.63 4.5 19.1 Vel = 18.37 1.049 1T 19.75 21.7 21.7 EqK = 10.53 52 C=120 5.00 0.0 0.0 49.00 0.683 24.75 17.0 21.7 Vel = 18.37 -2.67 1.682 16.00 38.7 38.7 473 C=120 0.00 0.0 0.0 See PATH 8 46.33 0.062 16.00 1.0 38.7 Vel = 6.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 9 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv Pn ******* NOTES ******* PATH 3 FROM HYDRAULIC REFERENCE 52 TO G3 CONTINUED 49.30 1.682 16.00 39.7 39.7 472 C=120 0.00 0.0 0.0 See PATH 4 95.63 0.236 16.00 3.8 39.7 Vel = 13.94 51.19 1.682 1T 37.66 43.5 43.5 471 C=120 9.90 0.0 0.0 See PATH 5 146.82 0.522 47.56 24.8 43.5 Vel = 21.41 2.157 1T 0.50 68.3 68.3 470 C=120 12.31 0.2 0.0 146.82 0.155 12.81 2.0 68.3 Vel = 13.02 G1 4.260 18.00 70.5 70.5 C=120 0.00 0.0 0.0 146.82 0.006 18.00 0.1 70.5 Vel = 3.34 123.46 4.260 G2 C=120 270.28 0.017 18.00 70.6 70.6 0.00 0.0 0.0 See PATH 6 18.00 0.3 70.6 Vel = 6.14 G3 270.28 70.9 K = 32.10 PATH 4 FROM HYDRAULIC REFERENCE 53 TO 472 49.30 1.049 1E 6.58 19.4 19.4 K = 11.20 53S C=120 2.00 -2.9 0.0 49.30 0.691 8.58 5.9 19.4 Vel = 18.48 1.049 1T 19.75 22.5 22.5 EqK = 10.41 53 C=120 5.00 0.0 0.0 49.30 0.691 24.75 17.2 22.5 Vel = 18.48 472 49.30 39.7 K = 7.83 PATH 5 FROM HYDRAULIC REFERENCE 54 TO 471 51.19 1.049 1E 8.54 20.9 20.9 K = 11.20 54S C=120 2.00 -3.7 0.0 51.19 0.740 10.54 7.8 20.9 Vel = 19.19 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 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 5 FROM HYDRAULIC REFERENCE 54 TO 471 CONTINUED 1.049 1T 19.75 25.0 25.0 EqK = 10.24 54 C=120 5.00 0.0 0.0 51.19 0.740 24.75 18.5 25.0 Vel = 19.19 471 51.19 43.5 K = 7.76 PATH 6 FROM HYDRAULIC REFERENCE 55 TO G2 52.83 1.049 1E 6.58 22.2 22.2 K = 11.20 55S C=120 2.00 -2.9 0.0 52.83 0.785 8.58 6.7 22.2 Vel = 19.80 1.049 1T 19.75 26.1 26.1 EqK = 10.34 55 C=120 5.00 0.0 0.0 52.83 0.785 24.75 19.6 26.1 Vel = 19.80 478 17.03 1.682 C=120 69.85 0.132 16.00 0.00 16.00 45.7 0.0 2.1 45.7 0.0 45.7 See PATH 9 Vel = 10.19 53.61 1.682 31.50 47.8 47.8 479 C=120 0.00 0.0 0.0 See PATH 7 123.46 0.379 31.50 11.9 47.8 Vel = 18.00 1.610 2T 6.66 59.8 59.8 480 C=120 16.00 0.2 0.0 123.46 0.469 22.66 10.6 59.8 Vel = 19.65 G2 123.46 70.6 K = 14.69 PATH 7 FROM HYDRAULIC REFERENCE 56 TO 479 53.61 1.049 1E 8.54 22.9 22.9 K = 11.20 56S C=120 2.00 -3.7 0.0 53.61 0.806 10.54 8.5 22.9 Vel = 20.09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 11 HYD. REF POINT Qa DIA. "Cu Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 7 FROM HYDRAULIC REFERENCE 56 TO 479 CONTINUED 1.049 1T 19.75 27.7 27.7 EqK = 10.19 56 C=120 5.00 0.0 0.0 53.61 0.806 24.75 20.1 27.7 Vel = 20.09 479 53.61 47.8 K = 7.75 PATH 8 FROM HYDRAULIC REFERENCE 473 TO 474 473 2.67 1.682 C=120 2.67 0.000 16.00 38.7 38.7 0.00 0.0 0.0 See PATH 3 16.00 0.0 38.7 Vel = 0.39 474 2.67 38.7 K = 0.43 PATH 9 FROM HYDRAULIC REFERENCE 476 TO 478 17.03 1.682 1T 36.73 45.3 45.3 476 C=120 9.90 0.0 0.0 See PATH 1 17.03 0.010 46.63 0.5 45.3 Vel = 2.48 478 17.03 45.7 K = 2.52 PATH 10 FROM HYDRAULIC REFERENCE G4 TO G6 10.09 1.610 2T 1.10 72.0 72.0 G4 C=120 16.00 -0.2 0.0 See PATH 1 10.09 0.005 17.10 0.1 72.0 Vel = 1.61 1.682 lE 107.79 71.8 71.8 481 C=120 4.95 0.0 0.0 10.09 0.004 112.74 0.4 71.8 Vel = 1.47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 12 HYD. REF POINT Qa DIA. "Cn Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv Pn ******* NOTES ******* PATH 10 FROM HYDRAULIC REFERENCE G4 TO G6 CONTINUED -0.29 1.682 3E 108.95 72.2 72.2 482 C=120 1T 24.75 0.0 0.0 See PATH 11 9.79 0.003 133.70 0.5 72.2 Vel = 1.43 2.157 1T 0.50 72.7 72.7 483 C=120 12.31 0.2 0.0 9.79 0.001 12.81 0.0 72.7 Vel = 0.87 G6 9.79 72.9 K = 1.15 PATH 11 FROM HYDRAULIC REFERENCE 482 TO 05 0.29 1.682 1E 90.89 72.2 72.2 482 C=120 2T 24.75 0.2 0.0 See PATH 10 0.29 0.000 115.64 0.0 72.2 Vel = 0.04 G5 0.29 72.5 K - 0.03 PATH 12 FROM HYDRAULIC REFERENCE 07 TO 011 166.66 4.260 1E 24.86 73.4 73.4 G7 C=120 1T 39.50 0.0 0.0 See PATH 1 166.66 0.007 64.36 0.5 73.4 Vel = 3.79 I1 -5.10 4.260 17.77 73.9 73.9 C=120 0.00 0.0 0.0 See PATH 14 161.56 0.007 17.77 0.1 73.9 Vel = 3.67 1.22 4.260 10.00 74.0 74.0 12 C=120 0.00 0.0 0.0 See PATH 16 162.78 0.007 10.00 0.1 74.0 Vel = 3.70 3.88 4.260 1T 18.28 74.1 74.1 I3 C=120 26.33 0.0 0.0 See PATH 14 166.66 0.007 44.61 0.3 74.1 Vel = 3.79 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 13 HYD. REF POINT Qa DIA. "Cn Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 12 FROM HYDRAULIC REFERENCE G7 TO 011 CONTINUED 4.260 20.60 74.4 74.4 H6 C=120 0.00 0.0 0.0 166.66 0.007 20.60 0.1 74.4 Vel = 3.79 -8.78 4.260 5.17 74.6 74.6 H7 C=120 0.00 0.0 0.0 See PATH 17 157.88 0.006 5.17 0.0 74.6 Vel = 3.59 Gil 157.88 74.6 K = 18.28 PATH 13 FRCZ4 HYDRAULIC REFERENCE G8 TO 010 6.33 1.682 5E 112.45 73.8 73.8 G8 C=120 1T 34.65 -0.2 0.0 See PATH 1 6.33 0.002 147.09 0.2 73.8 Vel = 0.92 -0.86 1.682 lE 105.96 73.8 73.8 484 C=120 4.95 0.0 0.0 See PATH 15 5.47 0.001 110.91 0.1 73.8 Vel = 0.80 1.610 2T 1.10 73.9 73.9 485 C=120 16.00 0.2 0.0 5.47 0.001 17.10 0.0 73.9 Vel = 0.87 G10 5.47 74.2 K = 0.64 PATH 14 FROM HYDRAULIC REFERENCE Ii TO I3 I1 5.10 1.682 2E 86.98 73.9 73.9 C=120 1T 19.80 -0.2 0.0 See PATH 12 5.10 0.001 106.78 0.1 73.9 Vel = 0.74 -1.22 1.682 3E 86.11 73.8 73.8 500 C=120 14.85 0.0 0.0 See PATH 16 3.88 0.001 100.96 0.1 73.8 Vel = 0.57 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 14 HYD. REF POINT Qa DIA. "C,, Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 14 FROM HYDRAULIC REFERENCE I1 TO 13 CONTINUED 1.610 2T 1.10 73.9 73.9 501 C=120 16.00 0.2 0.0 3.88 0.001 17.10 0.0 73.9 Vel = 0.62 I3 3.88 74.1 K = 0.45 PATH 15 FROM HYDRAULIC REFERENCE 484 TO G9 0.86 1.682 1E 89.06 73.8 73.8 484 C=120 2T 24.75 0.2 0.0 See PATH 13 0.86 0.000 113.81 0.0 73.8 Vel = 0.13 G9 0.86 74.0 K = 0.10 PATH 16 FROM HYDRAULIC REFERENCE 500 TO 12 1.22 1.682 2E 71.65 73.8 73.8 500 C=120 1T 19.80 0.0 0.0 See PATH 14 1.22 0.000 91.45 0.0 73.8 Vel = 0.18 1.610 2T 1.10 73.8 73.8 502 C=120 16.00 0.2 0.0 1.22 0.000 17.10 0.0 73.8 Vel = 0.19 I2 1.22 74.0 K = 0.14 PATH 17 FROM HYDRAULIC REFERENCE H7 TO 013 8.78 1.682 1T 12.68 74.6 74.6 H7 C=120 9.90 0.0 0.0 See PATH 12 8.78 0.003 22.58 0.1 74.6 Vel = 1.28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 15 HYD. REF POINT Qa DIA. UC" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 17 FROM HYDRAULIC REFERENCE H7 TO 013 CONTINUED 1.610 17.15 74.6 74.6 488 C=120 0.00 0.0 0.0 8.78 0.004 17.15 0.1 74.6 Vel = 1.40 1.682 1E 50.16 74.7 74.7 487 C=120 4.95 0.0 0.0 8.78 0.003 55.11 0.2 74.7 Vel = 1.28 1.03 1.682 lE 77.98 74.8 74.8 486 C=120 1T 14.85 0.0 0.0 See PATH 18 9.81 0.003 92.83 0.3 74.8 Vel = 1.43 G13 9.81 75.2 K = 1.13 PATH 18 FROM HYDRAULIC REFERENCE 012 TO 486 1.03 1.682 2T 65.98 74.8 74.8 G12 C=120 19.80 0.0 0.0 See PATH 1 1.03 0.000 85.78 0.0 74.8 Vel = 0.15 486 1.03 74.8 K = 0.12 PATH 19 FROM HYDRAULIC REFERENCE 014 TO 016 10.40 1.682 lE 69.98 75.9 75.9 G14 C=120 1T 14.85 0.0 0.0 See PATH 1 10.40 0.004 84.83 0.3 75.9 Vel = 1.52 0.67 1.682 1E 71.98 76.3 76.3 489 C=120 1T 14.85 0.0 0.0 See PATH 20 11.07 0.004 86.83 0.4 76.3 Vel = 1.61 G16 11.07 76.6 K = 1.26 PATH 20 FROM HYDRAULIC REFERENCE 015 TO 489 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 16 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv Pn ******* NOTES ******* PATH 20 FROM HYDRAULIC REFERENCE 015 TO 489 CONTINUED 0.67 1.682 2T 57.98 76.3 76.3 G15 C=120 19.80 0.0 0.0 See PATH 1 0.67 0.000 77.78 0.0 76.3 Vel = 0.10 489 0.67 76.3 K = 0.08 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) a c.0) 000 m g No a .1 3 44 O � � O. In lz; To 8 32 • 250 gpm hose a \:c;jw. N 0 CO co N 1- .- •- arn— a. O M 0 0 M 0 N 0 0 N 0 O O 0 ' AMC 16 Theatres Drawing Date:12/13/07 HYDRAULIC DESIGN INFORMATION SHEET Job Name: AMC 16 Theatres Location: 633 Southcenter Parkway Tukwila, WA 98188 Drawing Date: 12/13/07 Contractor: SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila 12/18/07 11:28 Remote Area Number: 4 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 326.7 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 411.7 psi Required: 105.1 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test Date of Test 2005 Static Pressure 140.0 psi Residual Pres 20.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 412 105.1 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 412 gpm 139.5 psi SAFETY PRESSURE 34.4 psi Available Pressure of 139.5 psi Exceeds Required Pressure of 105.1 psi This is a safety margin of 34.4 psi or 25 % of Supply Maximum Water Velocity is 30.1 fps ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 3 ABBREV. FITTING NAME TABLE 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 • AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 4 NODE ELEVATION SPRINKLER NUMBER K -FACTOR (FT) (GPM/ (PSI^'-) ) 58 81.83 58S 70.25 59 81.83 59S 70.25 60 81.83 60S 70.25 61 81.83 61S 70.25 62 81.83 62S 70.25 63 81.83 63S 70.25 64 81.83 64S 70.25 65 81.83 65S 70.25 447 81.83 448 81.83 449 81.83 450 81.83 451 81.83 452 82.33 453 82.33 454 82.33 455 81.83 456 81.83 457 81.83 458 81.83 459 81.83 460 81.83 461 81.83 462 81.83 463 81.83 464 82.33 465 82.33 A15 58.83 A16 48.74 A18 9.00 A19 5.00 A20 5.00 Cl 81.83 C2 81.83 C3 81.83 C4 81.83 C5 81.83 C6 81.83 C7 81.83 C8 81.83 C9 81.83 D1 81.83 D2 81.83 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 PRESSURE (PSI) 25.4 19.1 26.0 19.5 29.5 21.8 32.4 23.7 25.8 19.4 26.4 19.7 29.9 22.0 32.9 24.0 36.3 29.1 36.8 29.5 51.6 55.6 55.8 55.8 56.1 54.9 54.9 54.8 54.8 54.7 54.6 54.7 54.7 56.7 56.7 71.3 77.4 99.1 101.0 102.4 46.2 46.9 50.1 51.6 53.4 53.6 54.8 56.1 58.0 56.1 56.1 ACTUAL FLOW (GPM) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) 49.0 49.5 52.3 54.5 49.3 49.8 52.6 54.8 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 0.15 0.15 0.16 0.17 0.15 0.15 0.16 0.17 ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 5 NODE ELEVATION SPRINKLER PRESSURE NUMBER K -FACTOR (FT) (GPM/(PSI^)) (PSI) ACTUAL FLOW (GPM) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) D3 81.83 D4 81.83 D5 81.83 El 81.83 E2 81.83 E3 81.83 E4 81.83 Fl 81.83 F2 81.83 J1 47.46 J2 47.46 K1 5.00 W -1.00 56.1 56.1 56.1 55.1 56.6 56.9 57.3 54.7 54.4 79.0 79.1 100.9 105.1 Max velocity of 30.11 occurs in the pipe from C2 TO 449 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. AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 6 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 58 TO W (PRIMARY PATH) 49.00 1.049 1T 11.58 19.1 19.1 K = 11.20 58S C=120 5.00 -5.0 0.0 49.00 0.683 16.58 11.3 19.1 Vel = 18.37 1.682 8.00 25.4 25.4 EqK = 9.72 58 C=120 0.00 0.0 0.0 49.00 0.069 8.00 0.5 25.4 Vel = 7.14 49.45 1.682 12.50 26.0 26.0 EqK = 9.70 59 C=120 0.00 0.0 0.0 98.45 0.249 12.50 3.1 26.0 Vel = 14.35 448 2.157 C=120 98.45 0.074 5.50 0.00 5.50 29.1 0.0 0.4 29.1 0.0 29.1 Vel = 8.73 52.26 2.157 18.00 29.5 29.5 EqK = 9.62 60 C=120 0.00 0.0 0.0 150.72 0.163 18.00 2.9 29.5 Vel = 13.36 54.50 2.157 13.24 32.4 32.4 EqK = 9.57 61 C=120 0.00 0.0 0.0 205.22 0.289 13.24 3.8 32.4 Vel = 18.19 1.682 1T 0.40 36.3 36.3 447 0=120 9.90 0.0 0.0 205.22 0.969 10.30 10.0 36.3 Vel = 29.92 Cl 3.260 C=120 205.22 0.039 16.00 46.2 46.2 0.00 0.0 0.0 16.00 0.6 46.2 Vel = 7.97 206.51 3.260 23.17 46.9 46.9 C2 C=120 0.00 0.0 0.0 See PATH 2 411.73 0.140 23.17 3.2 46.9 Vel = 15.98 -22.83 3.260 12.00 50.1 50.1 C3 C=120 0.00 0.0 0.0 See PATH 3 388.90 0.126 12.00 1.5 50.1 Vel = 15.09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 7 HYD. RE F POINT Qa DIA. "C/I Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 58 TO W (PRIMARY PATH) -1.46 3.260 14.00 51.6 51.6 C4 C=120 0.00 0.0 0.0 See PATH 4 387.44 0.125 14.00 1.8 51.6 Vel = 15.04 24.29 3.260 1.94 53.4 53.4 C5 C=120 0.00 0.0 0.0 See PATH 3 411.73 0.140 1.94 0.3 53.4 Vel = 15.98 -156.88 3.260 20.60 53.6 53.6 C6 C=120 0.00 0.0 0.0 See PATH 5 254.85 0.058 20.60 1.2 53.6 Vel = 9.89 -17.05 3.260 1T 5.17 54.8 54.8 C7 C=120 20.16 0.0 0.0 See PATH 8 237.80 0.051 25.33 1.3 54.8 Vel = 9.23 17.05 3.260 iT 12.53 56.1 56.1 C8 C=120 20.16 0.0 0.0 See PATH 8 254.85 0.058 32.69 1.9 56.1 Vel = 9.89 156.88 4.260 2E 34.78 58.0 58.0 C9 C=120 1T 52.67 10.0 0.0 See PATH 5 411.73 0.038 87.45 3.3 58.0 Vel = 9.36 4.260 1E A15 C=120 1V 411.73 0.038 16.85 28.97 45.81 71.3 4.4 1.7 71.3 0.0 71.3 Vel = 9.36 4.260 1T 1.28 77.4 77.4 A16 0=120 26.33 0.6 0.0 411.73 0.038 27.62 1.1 77.4 Vel = 9.36 J1 6.357 C=120 411.73 0.005 2.00 79.0 79.0 0.00 0.0 0.0 2.00 0.0 79.0 Vel = 4.20 6.357 14E 364.38 79.1 79.1 J2 0=120 1V 250.21 16.7 0.0 411.73 0.005 614.59 3.3 79.1 Vel = 4.20 6.357 1E A18 C=120 411.73 0.005 4.00 99.1 99.1 17.60 1.7 0.0 21.60 0.1 99.1 Vel = 4.20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 8 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 58 TO W (PRIMARY PATH) K1 8.249 1E 12.58 100.9 100.9 C=120 20.02 0.0 0.0 411.73 0.002 32.60 0.0 100.9 Vel = 2.50 10.370 1V 2.29 101.0 101.0 A19 C=120 2788.54 0.0 0.0 411.73 0.000 2790.84 1.4 101.0 Vel = 1.58 10.518 4E 124.96 102.4 102.4 A20 C=140 139.88 2.6 0.0 411.73 0.000 264.83 0.1 102.4 Vel = 1.54 W 411.73 105.1 K = 40.17 49.45 1.049 1T 11.58 19.5 19.5 K = 11.20 59S C=120 5.00 -5.0 0.0 49.45 0.695 16.58 11.5 19.5 Vel = 18.54 59 49.45 26.0 K = 9.70 52.26 1.049 1T 11.58 21.8 21.8 K = 11.20 60S C=120 5.00 -5.0 0.0 52.26 0.769 16.58 12.7 21.8 Vel = 19.59 60 52.26 29.5 K = 9.62 54.50 1.049 1T 11.58 23.7 23.7 K = 11.20 61S C=120 5.00 -5.0 0.0 54.50 0.831 16.58 13.8 23.7 Vel = 20.43 61 54.50 32.4 K = 9.57 PATH 2 FROM HYDRAULIC REFERENCE 62 TO C2 49.31 1.049 1T 11.58 19.4 19.4 K = 11.20 62S C=120 5.00 -5.0 0.0 49.31 0.691 16.58 11.4 19.4 Vel = 18.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 9 HYD. RE F POINT Qa DIA. ,IC�� Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 2 FROM HYDRAULIC REFERENCE 62 TO C2 CONTINUED 1.682 62 C=120 49.31 0.069 8.00 25.8 25.8 EqK = 9.71 0.00 0.0 0.0 8.00 0.6 25.8 Vel = 7.19 49.76 1.682 12.50 26.4 26.4 EqK = 9.69 63 C=120 0.00 0.0 0.0 99.07 0.252 12.50 3.2 26.4 Vel = 14.45 2.157 5.50 29.5 29.5 450 C=120 0.00 0.0 0.0 99.07 0.075 5.50 0.4 29.5 Vel = 8.78 52.59 2.157 18.00 29.9 29.9 EqK = 9.61 64 C=120 0.00 0.0 0.0 151.67 0.165 18.00 3.0 29.9 Vel = 13.45 54.84 2.157 13.24 32.9 32.9 EqK = 9.56 65 C=120 0.00 0.0 0.0 206.51 0.292 13.24 3.9 32.9 Vel = 18.31 1.682 1T 449 C=120 206.51 0.981 0.40 36.8 36.8 9.90 0.0 0.0 10.30 10.1 36.8 Vel = 30.11 C2 206.51 46.9 K = 30.17 49.76 1.049 1T 11.58 19.7 19.7 K = 11.20 63S C=120 5.00 -5.0 0.0 49.76 0.703 16.58 11.6 19.7 Vel = 18.65 63 49.76 26.4 K = 9.69 52.59 1.049 1T 11.58 22.0 22.0 K = 11.20 64S C=120 5.00 -5.0 0.0 52.59 0.778 16.58 12.9 22.0 Vel = 19.71 64 52.59 29.9 K = 9.61 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 10 HYD. REF POINT Qa DIA. ,,C" Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn 54.84 1.049 1T 11.58 24.0 24.0 K = 11.20 65S C=120 5.00 -5.0 0.0 54.84 0.841 16.58 13.9 24.0 Vel = 20.56 65 54.84 32.9 K = 9.56 PATH 3 FROM HYDRAULIC REFERENCE C3 TO C5 22.83 1.682 1E 76.37 50.1 50.1 C3 C=120 1T 14.85 0.0 0.0 See PATH 1 22.83 0.017 91.22 1.5 50.1 Vel = 3.33 1.46 1.682 1E 78.37 51.6 51.6 451 C=120 1T 14.85 0.0 0.0 See PATH 4 24.29 0.019 93.22 1.7 51.6 Vel = 3.54 C5 24.29 53.4 K = 3.32 PATH 4 FROM HYDRAULIC REFERENCE C4 TO 451 1.46 1.682 2T 64.37 51.6 51.6 C4 C=120 19.80 0.0 0.0 See PATH 1 1.46 0.000 84.17 0.0 51.6 Vel = 0.21 451 1.46 51.6 K = 0.20 PATH 5 FROM HYDRAULIC REFERENCE C6 TO C9 156.88 3.260 1T 13.70 53.6 53.6 C6 C=120 20.16 0.0 0.0 See PATH 1 156.88 0.024 33.86 0.8 53.6 Vel = 6.09 -9.00 3.260 14.00 54.4 54.4 F2 C=120 0.00 0.0 0.0 See PATH 6 147.88 0.021 14.00 0.3 54.4 Vel = 5.74 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 11 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 5 FROM HYDRAULIC REFERENCE C6 TO C9 CONTINUED Fl -0.50 3.260 C=120 147.38 0.021 16.00 54.7 54.7 0.00 0.0 0.0 See PATH 7 16.00 0.3 54.7 Vel = 5.72 El 9.50 3.260 2E 44.90 55.1 55.1 C=120 18.82 0.0 0.0 See PATH 6 156.88 0.024 63.71 1.5 55.1 Vel = 6.09 -9.01 3.260 18.00 56.6 56.6 E2 C=120 0.00 0.0 0.0 See PATH 10 147.87 0.021 18.00 0.4 56.6 Vel = 5.74 3.260 18.00 56.9 56.9 E3 C=120 0.00 0.0 0.0 147.87 0.021 18.00 0.4 56.9 Vel = 5.74 9.01 3.260 1T 8.63 57.3 57.3 E4 C=120 20.16 0.0 0.0 See PATH 10 156.88 0.024 28.79 0.7 57.3 Vel = 6.09 C9 156.88 58.0 K = 20.60 PATH 6 FROM HYDRAULIC REFERENCE F2 TO El 9.00 1.682 1T 29.75 54.4 54.4 F2 C=120 9.90 0.0 0.0 See PATH 5 9.00 0.003 39.65 0.1 54.4 Vel = 1.31 1.682 lE 54.73 54.6 54.6 461 C=120 4.95 0.0 0.0 9.00 0.003 59.68 0.2 54.6 Vel = 1.31 0.50 1.682 lE 16.73 54.7 54.7 460 C=120 4.95 0.0 0.0 See PATH 7 9.50 0.003 21.68 0.1 54.7 Vel = 1.39 459 1.682 C=120 9.50 0.003 6.00 54.8 54.8 0.00 0.0 0.0 6.00 0.0 54.8 Vel = 1.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 12 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 6 FROM HYDRAULIC REFERENCE F2 TO El CONTINUED 1.682 16.00 54.8 54.8 458 C=120 0.00 0.0 0.0 9.50 0.003 16.00 0.1 54.8 Vel = 1.39 1.682 18.00 54.9 54.9 457 C=120 0.00 0.0 0.0 9.50 0.003 18.00 0.1 54.9 Vel = 1.39 1.682 1T 29.75 54.9 54.9 456 C=120 9.90 0.0 0.0 9.50 0.003 39.65 0.1 54.9 Vel = 1.39 El 9.50 55.1 K = 1.28 PATH 7 FROM HYDRAULIC REFERENCE Fl TO 460 Fl 0.50 1.682 1T 29.75 54.7 54.7 C=120 9.90 0.0 0.0 See PATH 5 0.50 0.000 39.65 0.0 54.7 Vel = 0.07 1.682 18.00 54.7 54.7 463 C=120 0.00 0.0 0.0 0.50 0.000 18.00 0.0 54.7 Vel = 0.07 1.682 1T 22.73 54.7 54.7 462 C=120 9.90 0.0 0.0 0.50 0.000 32.63 0.0 54.7 Vel = 0.07 460 0.50 54.7 K = 0.07 PATH 8 FROM HYDRAULIC REFERENCE C7 TO C8 17.05 1.682 2E 82.87 54.8 54.8 C7 C=120 1T 19.80 -0.2 0.0 See PATH 1 17.05 0.010 102.67 1.0 54.8 Vel = 2.49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 13 HYD. REF POINT Qa DIA. C Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE C7 TO C8 CONTINUED -8.35 1.682 1T 67.77 55.6 55.6 452 C=120 9.90 0.0 0.0 See PATH 9 8.69 0.003 77.67 0.2 55.6 Vel = 1.27 1.610 2T 1.10 55.8 55.8 454 C=120 16.00 0.2 0.0 8.69 0.003 17.10 0.1 55.8 Vel = 1.38 8.35 3.260 1T 8.83 56.1 56.1 D5 C=120 20.16 0.0 0.0 See PATH 9 17.05 0.000 28.99 0.0 56.1 Vel = 0.66 C8 17.05 56.1 K = 2.28 PATH 9 FROM HYDRAULIC REFERENCE 452 TO D5 8.35 1.682 1E 79.77 55.6 55.6 452 C=120 4.95 0.0 0.0 See PATH 8 8.35 0.003 84.72 0.2 55.6 Vel = 1.22 1.610 2T 1.10 55.8 55.8 453 C=120 16.00 0.2 0.0 8.35 0.003 17.10 0.1 55.8 Vel = 1.33 3.260 12.00 56.1 56.1 D4 C=120 0.00 0.0 0.0 8.35 0.000 12.00 0.0 56.1 Vel = 0.32 D5 8.35 56.1 K = 1.12 PATH 10 FROM HYDRAULIC REFERENCE E2 TO E4 9.01 1.682 2E 107.06 56.6 56.6 E2 C=120 1T 19.80 -0.2 0.0 See PATH 5 9.01 0.003 126.86 0.4 56.6 Vel = 1.31 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres • Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 14 HYD. REF POINT Qa DIA. FITTING PIPE Pt Pt "C" TYPES FTNG'S Pe Pv ******* NOTES ******* Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE E2 TO E4 CONTINUED 1.682 2E 107.06 56.7 56.7 464 C=120 1T 19.80 0.2 0.0 9.01 0.003 126.86 0.4 56.7 Vel = 1.31 E4 9.01 57.3 K = 1.19 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) EE U rnrn Coo 0 Q 4) o •.d N 0 U) iEO T T • N 30 a`3 LLEEa = 2 g>0) — w g; gc Di Cta acococ`o co '6co Naoo °)a1) 8Q (° N 0M E o2c') 5 N <coHcc 250 gpm hose • Q 0 a 0 • 0 0 N 0 CO T T am 0 (0 0 0 N AMC 16 Theatres Drawing Date:12/13/07 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila 12/13/07 8:18 Remote Area Number: 5 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 I 326.7 sq ft) 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 423.6 psi Required: 122.9 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 2005 140.0 psi 20.0 psi 8000 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 424 122.9 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 424 gpm 139.5 psi SAFETY PRESSURE 16.6 psi Available Pressure of 139.5 psi Exceeds Required Pressure of 122.9 psi This is a safety margin of 16.6 psi or 12 % of Supply Maximum Water Velocity is 30.9 fps AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 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 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 4 NODE ELEVATION SPRINKLER NUMBER K -FACTOR (FT) (GPM/ (PSIA;1) ) PRESSURE ACTUAL FLOW (GPM) (PSI) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) 66 81.83 66S 70.25 67 81.83 67S 70.25 68 81.83 68S 70.25 69 81.83 69S 70.25 70 81.83 70S 70.25 71 81.83 71S 70.25 72 81.83 72S 70.25 73 81.83 73S 70.25 470 82.33 471 82.33 472 82.33 473 82.33 474 82.33 475 82.33 476 82.33 477 82.33 478 82.33 479 82.33 480 82.33 481 82.33 482 82.33 483 82.33 484 82.33 485 82.33 486 81.83 487 81.83 488 81.83 489 81.83 490 81.83 491 81.83 492 81.83 493 81.83 494 81.83 495 81.83 496 81.83 497 81.83 498 81.83 499 81.83 500 82.33 501 82.33 502 82.33 G1 81.83 G2 81.83 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 25.4 19.1 26.0 19.5 30.5 22.4 40.4 28.9 25.5 19.2 26.1 19.5 30.6 22.5 40.5 29.0 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.5 64.5 65.2 65.0 64.9 67.2 63.4 63.5 63.5 63.6 63.7 64.1 63.7 63.7 63.7 63.7 64.2 64.2 64.2 64.6 64.6 49.0 49.5 53.0 60.2 49.1 49.5 53.1 60.3 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 0.15 0.15 0.16 0.18 0.15 0.15 0.16 0.18 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^')) (PSI) (GPM) (GPM) (GPM/SQ.FT) G3 81.83 64.6 G4 81.83 64.6 G5 81.83 64.6 G6 81.83 64.6 G7 81.83 64.6 G8 81.83 64.6 G9 81.83 64.7 G10 81.83 64.8 Gil 81.83 64.9 G12 81.83 65.2 G13 81.83 65.7 G14 81.83 66.8 G15 81.83 67.2 G16 81.83 67.7 G17 5.00 118.7 G18 5.00 118.7 G19 5.00 120.2 H1 81.83 62.1 H2 81.83 62.3 H3 81.83 63.2 H4 81.83 63.7 H5 81.83 64.2 H6 81.83 64.3 H7 81.83 64.8 Il 81.83 64.5 12 81.83 64.5 13 81.83 64.4 W -1.00 122.9 Max velocity of 30.90 occurs in the pipe from 73 TO H2 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. AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 6 HYD. REF POINT Qa DIA. "Cu Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 PROM HYDRAULIC REFERENCE 66 TO W (PRIMARY PATH) 49.00 1.049 1T 11.58 19.1 19.1 K = 11.20 66S C=120 5.00 -5.0 0.0 49.00 0.683 16.58 11.3 19.1 Vel = 18.37 1.682 8.00 25.4 25.4 EqK = 9.72 66 C=120 0.00 0.0 0.0 49.00 0.069 8.00 0.5 25.4 Vel = 7.14 49.45 1.682 18.00 26.0 26.0 EqK = 9.70 67 C=120 0.00 0.0 0.0 98.45 0.249 18.00 4.5 26.0 Vel = 14.35 53.01 1.682 18.00 30.5 30.5 EqK = 9.60 68 C=120 0.00 0.0 0.0 151.46 0.553 18.00 9.9 30.5 Vel = 22.08 60.19 1.682 1T 11.25 40.4 40.4 EqK = 9.47 69 C=120 9.90 0.0 0.0 211.65 1.026 21.15 21.7 40.4 Vel = 30.86 H1 4.260 16.00 62.1 62.1 C=120 0.00 0.0 0.0 211.65 0.011 16.00 0.2 62.1 Vel = 4.81 211.94 4.260 23.17 62.3 62.3 H2 C=120 0.00 0.0 0.0 See PATH 2 423.59 0.040 23.17 0.9 62.3 Vel = 9.63 -12.12 4.260 12.00 63.2 63.2 H3 C=120 0.00 0.0 0.0 See PATH 3 411.47 0.038 12.00 0.5 63.2 Vel = 9.35 -0.79 4.260 14.00 63.7 63.7 H4 C=120 0.00 0.0 0.0 See PATH 4 410.68 0.038 14.00 0.5 63.7 Vel = 9.33 12.91 4.260 1.94 64.2 64.2 H5 C=120 0.00 0.0 0.0 See PATH 3 423.59 0.040 1.94 0.1 64.2 Vel = 9.63 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 7 HYD. RE F POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 66 TO W (PRIMARY PATH) -102.37 4.260 H6 C=120 321.22 0.024 20.60 64.3 64.3 0.00 0.0 0.0 See PATH 5 20.60 0.5 64.3 Vel = 7.30 -11.37 4.260 5.17 64.8 64.8 H7 C=120 0.00 0.0 0.0 See PATH 10 309.85 0.022 5.17 0.1 64.8 Vel = 7.04 G11 102.37 4.260 8.83 64.9 64.9 C=120 0.00 0.0 0.0 See PATH 5 412.22 0.038 8.83 0.3 64.9 Vel = 9.37 -0.42 4.260 12.00 65.2 65.2 G12 C=120 0.00 0.0 0.0 See PATH 11 411.80 0.038 12.00 0.5 65.2 Ve1 = 9.36 G13 11.79 4.260 C=120 423.59 0.040 26.44 65.7 65.7 0.00 0.0 0.0 See PATH 10 26.44 1.1 65.7 Vel = 9.63 G14 -12.41 4.260 C=120 411.18 0.038 12.00 66.8 66.8 0.00 0.0 0.0 See PATH 12 12.00 0.5 66.8 Vel = 9.35 -0.81 4.260 14.00 67.2 67.2 G15 C=120 0.00 0.0 0.0 See PATH 13 410.37 0.038 14.00 0.5 67.2 Vel = 9.33 13.22 4.260 13E 224.68 67.7 67.7 G16 C=120 1T 213.31 33.3 0.0 See PATH 12 423.59 0.040 1V 437.99 17.6 67.7 Vel = 9.63 8.249 lE 11.00 118.7 118.7 G17 C=120 20.02 0.0 0.0 423.59 0.002 31.02 0.0 118.7 Vel = 2.57 10.370 3E 14.50 118.7 118.7 G18 C=120 1V 2862.16 0.0 0.0 423.59 0.001 2876.66 1.5 118.7 Vel = 1.62 10.518 3E 110.50 120.2 120.2 G19 C=140 104.91 2.6 0.0 423.59 0.000 215.41 0.1 120.2 Vel = 1.58 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn w 423.59 122.9 K = 38.21 49.45 1.049 iT 67S C=120 49.45 0.695 11.58 5.00 16.58 19.5 -5.0 11.5 19.5 K = 11.20 0.0 19.5 Vel = 18.54 67 49.45 26.0 K = 9.70 53.01 1.049 1T 11.58 22.4 22.4 K = 11.20 68S C=120 5.00 -5.0 0.0 53.01 0.790 16.58 13.1 22.4 Vel = 19.87 68 53.01 30.5 K = 9.60 60.19 1.049 1T 11.58 28.9 28.9 K = 11.20 69S C=120 5.00 -5.0 0.0 60.19 0.999 16.58 16.6 28.9 Vel = 22.56 69 60.19 40.4 K = 9.47 PATH 2 I'ROM HYDRAULIC RE1ERENCE 70 TO H2 49.07 1.049 1T 11.58 19.2 19.2 K = 11.20 70S C=120 5.00 -5.0 0.0 49.07 0.685 16.58 11.3 19.2 Vel = 18.39 1.682 8.00 25.5 25.5 EqK = 9.71 70 C=120 0.00 0.0 0.0 49.07 0.069 8.00 0.5 25.5 Vel = 7.15 49.52 1.682 18.00 26.1 26.1 EqK = 9.70 71 C=120 0.00 0.0 0.0 98.59 0.250 18.00 4.5 26.1 Vel = 14.37 53.08 1.682 18.00 30.6 30.6 EqK = 9.60 72 C=120 0.00 0.0 0.0 151.67 0.554 18.00 10.0 30.6 Vel = 22.11 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 9 HYD. REF POINT Qa DIA. FITTING PIPE Pt Pt "C" TYPES FTNG'S Pe Pv ******* NOTES ******* Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 70 TO H2 CONTINUED 60.27 1.682 1T 11.25 40.5 40.5 EqK = 9.47 73 C=120 9.90 0.0 0.0 211.94 1.029 21.15 21.8 40.5 Vel = 30.90 H2 211.94 62.3 K = 26.85 49.52 1.049 1T 71S C=120 49.52 0.696 11.58 5.00 16.58 19.5 -5.0 11.5 19.5 0.0 19.5 Vel = 18.56 K = 11.20 71 49.52 26.1 K = 9.70 53.08 1.049 iT 11.58 22.5 22.5 K = 11.20 72S C=120 5.00 -5.0 0.0 53.08 0.792 16.58 13.1 22.5 Vel = 19.90 72 53.08 30.6 K = 9.60 60.27 1.049 1T 11.58 29.0 29.0 K = 11.20 73S C=120 5.00 -5.0 0.0 60.27 1.002 16.58 16.6 29.0 Vel = 22.59 73 60.27 40.5 K = 9.47 PATH 3 FROM HYDRAULIC REFERENCE H3 TO H5 12.12 1.682 1T 15.25 63.2 63.2 H3 C=120 9.90 0.0 0.0 See PATH 1 12.12 0.005 25.15 0.1 63.2 Vel = 1.77 1.682 18.00 63.4 63.4 490 C=120 0.00 0.0 0.0 12.12 0.005 18.00 0.1 63.4 Vel = 1.77 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 10 HYD. REF POINT Qa DIA. "Cu Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATE 3 FROM HYDRAULIC REFERENCE H3 TO HS CONTINUED 491 1.682 C=120 12.12 0.005 18.00 63.5 63.5 0.00 0.0 0.0 18.00 0.1 63.5 Vel = 1.77 1.682 10.00 63.5 63.5 492 C=120 0.00 0.0 0.0 12.12 0.005 10.00 0.1 63.5 Vel = 1.77 1.682 1E 12.73 63.6 63.6 493 C=120 4.95 0.0 0.0 12.12 0.005 17.68 0.1 63.6 Vel = 1.77 0.79 1.682 1E 60.73 63.7 63.7 494 C=120 4.95 0.0 0.0 See PATH 4 12.91 0.006 65.68 0.4 63.7 Vel = 1.88 1.682 1T 15.25 64.1 64.1 495 C=120 9.90 0.0 0.0 12.91 0.006 25.15 0.1 64.1 Vel = 1.88 H5 12.91 64.2 K = 1.61 PATH 4 FROM HYDRAULIC REFERENCE H4 TO 494 0.79 1.682 1T 15.25 63.7 63.7 H4 C=120 9.90 0.0 0.0 See PATH 1 0.79 0.000 25.15 0.0 63.7 Vel = 0.12 1.682 18.00 63.7 63.7 499 C=120 0.00 0.0 0.0 0.79 0.000 18.00 0.0 63.7 Ve1 = 0.12 1.682 18.00 63.7 63.7 498 C=120 0.00 0.0 0.0 0.79 0.000 18.00 0.0 63.7 Vel = 0.12 1.682 10.00 63.7 63.7 497 C=120 0.00 0.0 0.0 0.79 0.000 10.00 0.0 63.7 Vel = 0.12 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 11 HYD. Qa DIA. FITTING PIPE REF "C" TYPES FTNG'S POINT Qt Pf/ft TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 4 FROM HYDRAULIC REFERENCE H4 TO 494 CONTINUED 1.682 iT 0.73 63.7 63.7 496 C=120 9.90 0.0 0.0 0.79 0.000 10.63 0.0 63.7 Vel = 0.12 494 0.79 63.7 K = 0.10 PATH 5 FROM HYDRAULIC REFERENCE H6 TO 611 102.37 4.260 1T 18.28 64.3 64.3 H6 C=120 26.33 0.0 0.0 See PATH 1 102.37 0.003 44.61 0.1 64.3 Vel = 2.33 - 2.38 4.260 10.00 64.4 64.4 I3 C=120 0.00 0.0 0.0 See PATH 6 99.99 0.003 10.00 0.0 64.4 Vel = 2.27 - 0.75 4.260 17.77 64.5 64.5 I2 C=120 0.00 0.0 0.0 See PATH 7 99.24 0.003 17.77 0.0 64.5 Vel = 2.26 I1 3.14 4.260 1E 24.86 64.5 64.5 C=120 13.17 .0.0 0.0 See PATH 6 102.37 0.003 38.02 0.1 64.5 Vel = 2.33 4.260 8.99 64.6 64.6 G7 C=120 0.00 0.0 0.0 102.37 0.003 8.99 0.0 64.6 Vel = 2.33 - 3.44 4.260 1E 14.62 64.6 64.6 G8 C=120 13.17 0.0 0.0 See PATH 8 98.93 0.003 27.78 0.1 64.6 Vel = 2.25 0.47 4.260 18.00 64.7 64.7 G9 C=120 0.00 0.0 0.0 See PATH 9 99.40 0.003 18.00 0.0 64.7 Vel = 2.26 2.98 4.260 1T 23.50 64.8 64.8 G10 C=120 26.33 0.0 0.0 See PATH 8 102.37 0.003 49.84 0.1 64.8 Vel = 2.33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 12 HYD. Qa DIA. FITTING PIPE Pt REF "C" TYPES FTNG'S Pe POINT Qt Pf/ft TOTAL Pf Pt Pv Pn ******* NOTES ******* Gll 102.37 64.9 K = 12.71 PATE 6 FROM HYDRAULIC REFERENCE I3 TO Ii 2.38 1.610 2T 1.10 64.4 64.4 13 C=120 16.00 -0.2 0.0 See PATH 5 2.38 0.000 17.10 0.0 64.4 Vel = 0.38 1.682 3E 86.11 64.2 64.2 501 C=120 14.85 0.0 0.0 2.38 0.000 100.96 0.0 64.2 Vel = 0.35 0.75 1.682 2E 86.98 64.2 64.2 500 C=120 iT 19.80 0.2 0.0 See PATH 7 3.14 0.000 106.78 0.0 64.2 Vela 0.46 I1 3.14 64.5 K = 0.39 PATS 7 FROM HYDRAULIC REFERENCE I2 TO 500 0.75 1.610 2T 1.10 64.5 64.5 I2 C=120 16.00 -0.2 0.0 See PATH 5 0.75 0.000 17.10 0.0 64.5 Vel = 0.12 1.682 2E 71.65 64.2 64.2 502 C=120 iT 19.80 0.0 0.0 0.75 0.000 91.45 0.0 64.2 Vel = 0.11 500 0.75 64.2 K = 0.09 PATH 8 FROM HYDRAULIC REFERENCE 08 TO 010 3.44 1.682 5E 112.45 64.6 64.6 G8 C=120 1T 34.65 -0.2 0.0 See PATH 5 3.44 0.001 147.09 0.1 64.6 Vel = 0.50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 13 HYD. REF POINT Qa DIA. 'Cn Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv Pn ******* NOTES ******* PATH 8 FROM HYDRAULIC REFERENCE G8 TO G10 CONTINUED -0.47 1.682 1E 105.96 64.5 64.5 484 C=120 4.95 0.0 0.0 See PATH 9 2.98 0.000 110.91 0.0 64.5 Vel = 0.43 1.610 2T 1.10 64.5 64.5 485 C=120 16.00 0.2 0.0 2.98 0.000 17.10 0.0 64.5 Vel = 0.47 G10 2.98 64.8 K = 0.37 PATH 9 FROM HYDRAULIC REFERENCE 484 TO 69 0.47 1.682 1E 89.06 64.5 64.5 484 C=120 2T 24.75 0.2 0.0 See PATH 8 0.47 0.000 113.81 0.0 64.5 Vel = 0.07 G9 0.47 64.7 K = 0.06 PATH 10 FROM HYDRAULIC REFERENCE H7 TO 613 11.37 1.682 1T 12.68 64.8 64.8 H7 C=120 9.90 0.0 0.0 See PATH 1 11.37 0.005 22.58 0.1 64.8 Vel = 1.66 1.610 17.15 64.9 64.9 488 C=120 0.00 0.0 0.0 11.37 0.006 17.15 0.1 64.9 Vel = 1.81 1.682 1E 50.16 65.0 65.0 487 C=120 4.95 0.0 0.0 11.37 0.005 55.11 0.3 65.0 Vel = 1.66 0.42 1.682 1E 77.98 65.2 65.2 486 C=120 1T 14.85 0.0 0.0 See PATH 11 11.79 0.005 92.83 0.5 65.2 Vel = 1.72 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products Page 14 12/13/07 8:18 HYD. REF POINT Qa DIA. I,Ctt Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv Pn ******* NOTES ******* G13 11.79 65.7 K = 1.45 PATH 11 FROM HYDRAULIC REFERENCE 012 TO 486 0.42 1.682 2T 65.98 65.2 65.2 G12 C=120 19.80 0.0 0.0 See PATH 1 0.42 0.000 85.78 0.0 65.2 Vel = 0.06 486 0.42 65.2 K = 0.05 PATH 12 FROM HYDRAULIC REFERENCE 014 TO 016 12.41 1.682 1E 69.98 66.8 66.8 G14 C=120 1T 14.85 0.0 0.0 See PATH 1 12.41 0.005 84.83 0.5 66.8 Vel = 1.81 0.81 1.682 1E 71.98 67.2 67.2 489 C=120 1T 14.85 0.0 0.0 See PATH 13 13.22 0.006 86.83 0.5 67.2 yel = 1.93 G16 13.22 67.7 K = 1.61 PATH 13 FROM HYDRAULIC REFERENCE G15 TO 489 0.81 1.682 2T 57.98 67.2 67.2 G15 C=120 19.80 0.0 0.0 See PATH 1 0.81 0.000 77.78 0.0 67.2 Vel = 0.12 489 0.81 67.2 K = 0.10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) r - LLE CL 0 pvg cOctfs $$Vco E 0 _ d N tD 0 N 41 0 )0 250 300 350 400 4; • L L 1 1 i 250 gpi hose N in0 T- 11- • _ _ d N tD 0 N AMC 16 Theatres Job Name: Location: Drawing Date: Contractor: Drawing Date:12/13/07 HYDRAULIC DESIGN INFORMATION SHEET AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila 12/13/07 8:18 Remote Area Number: 6 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 I 326.7 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 464.7 psi Required: 111.7 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test Date of Test 2005 Static Pressure 140.0 Residual Pres 20.0 At a Flow of 8000 Elevation 0" psi psi gpm Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 6 465 111.7 psi Water Source140.0 psi static, 20.0 psi residual 8 8000 gpm 465 gpm 139.4 psi SAFETY PRESSURE 27.7 psi Available Pressure of 139.4 psi Exceeds Required Pressure of 111.7 psi This is a safety margin of 27.7 psi or 20 % of Supply Maximum Water Velocity is 23.9 fps AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 3 ABBREV. FITTING NAME TABLE 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 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 4 NODE NUMBER ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^')) (PSI) (GPM) (GPM) (GPM/SQ.FT) 74 81.83 74S 72.92 75 81.83 75S 72.25 76 81.83 76S 71.04 77 81.83 77S 69.83 78 81.83 78S 72.92 79 81.83 79S 72.25 80 81.83 80S 71.04 81 81.83 81S 69.83 82 81.83 82S 69.83 470 82.33 471 82.33 472 82.33 473 82.33 474 82.33 475 82.33 476 82.33 477 82.33 478 82.33 479 82.33 480 82.33 481 82.33 482 82.33 483 82.33 484 82.33 485 82.33 486 81.83 487 81.83 488 81.83 489 81.83 490 81.83 491 81.83 492 81.83 493 81.83 494 81.83 495 81.83 496 81.83 497 81.83 498 81.83 499 81.83 500 82.33 501 82.33 502 82.33 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 23.5 19.7 22.9 19.1 24.6 20.1 29.7 23.4 23.7 19.9 23.1 19.3 24.8 20.2 29.9 23.5 34.3 26.6 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.1 49.1 49.9 49.6 49.5 52.3 32.2 26.7 25.0 24.9 26.1 37.1 25.1 25.2 26.9 32.4 48.8 48.8 48.8 49.7 49.0 50.2 54.2 49.9 49.2 50.4 54.3 57.8 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 0.15 0.15 0.15 0.17 0.15 0.15 0.15 0.17 0.18 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) G1 81.83 G2 81.83 G3 81.83 G4 81.83 G5 81.83 G6 81.83 G7 81.83 G8 81.83 G9 81.83 G10 81.83 Gil 81.83 G12 81.83 G13 81.83 G14 81.83 G15 81.83 G16 81.83 G17 5.00 G18 5.00 G19 5.00 H3 81.83 H4 81.83 H5 81.83 H.6 81.83 H7 81.83 I1 81.83 I2 81.83 I3 81.83 W -1.00 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.3 49.4 49.5 49.9 50.5 51.7 52.3 52.9 107.1 107.2 109.0 48.3 48.4 48.7 48.8 49.4 49.1 49.0 49.0 111.7 Max velocity of 23.90 occurs in the pipe from 490 TO H3 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. AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 6 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE TYPES FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 1 PROM HYDRAULIC RH8'HRENCH 75 TO W (PRIMARY PATH) 49.00 1.049 1E 9.58 19.1 19.1 K = 11.20 75S C=120 2.00 -4.1 0.0 49.00 0.683 11.58 7.9 19.1 Vel = 18.37 1.682 1T 19.75 22.9 22.9 EqK = 10.24 75 C=120 9.90 0.0 0.0 49.00 0.069 29.65 2.1 22.9 Vel = 7.14 10.52 1.682 18.00 25.0 25.0 492 C=120 0.00 0.0 0.0 See PATH 10 59.52 0.098 18.00 1.8 25.0 Vel = 8.68 50.22 1.682 18.00 26.7 26.7 491 C=120 0.00 0.0 0.0 See PATH 5 109.74 0.304 18.00 5.5 26.7 Vel = 16.00 54.19 1.682 1T 15.25 32.2 32.2 490 C=120 9.90 0.0 0.0 See PATH 7 163.93 0.640 25.15 16.1 32.2 Vel = 23.90 4.260 12.00 48.3 48.3 H3 C=120 0.00 0.0 0.0 163.93 0.007 12.00 0.1 48.3 Vel = 3.73 163.50 4.260 14.00 48.4 48.4 H4 C=120 0.00 0.0 0.0 See PATH 2 327.43 0.025 14.00 0.3 48.4 Vel = 7.44 137.26 4.260 1.94 48.7 48.7 H5 C=120 0.00 0.0 0.0 See PATH 3 464.69 0.048 1.94 0.1 48.7 Vel = 10.56 -112.31 4.260 20.60 48.8 48.8 H6 C=120 0.00 0.0 0.0 See PATH 12 352.39 0.029 20.60 0.6 48.8 Vel = 8.01 -12.47 4.260 5.17 49.4 49.4 H7 C=120 0.00 0.0 0.0 See PATH 17 339.91 0.027 5.17 0.1 49.4 Vel = 7.73 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 7 HYD. REF POINT Qa DIA. ICn Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv TOTAL Pf Pn ******* NOTES ******* PATH 1 FROM HYDRAULIC REFERENCE 75 TO W (PRIMARY PATH) Gil 112.31 4.260 8.83 49.5 49.5 C=120 0.00 0.0 0.0 See PATH 12 452.22 0.045 8.83 0.4 49.5 Vel = 10.28 -0.46 4.260 12.00 49.9 49.9 G12 C=120 0.00 0.0 0.0 See PATH 18 451.76 0.045 12.00 0.5 49.9 Vel = 10.27 12.94 4.260 26.44 50.5 50.5 G13 C=120 0.00 0.0 0.0 See PATH 17 464.69 0.048 26.44 1.3 50.5 Vel = 10.56 -13.62 4.260 12.00 51.7 51.7 G14 C=120 0.00 0.0 0.0 See PATH 19 451.07 0.045 12.00 0.5 51.7 Vel = 10.25 -0.88 4.260 14.00 52.3 52.3 G15 C-120 0.00 0.0 0.0 See PATH 20 450.19 0.045 14.00 0.6 52.3 Vel = 10.23 14.50 4.260 13E 224.68 52.9 52.9 G16 C=120 1T 213.31 33.3 0.0 See PATH 19 464.69 0.048 1V 437.99 20.9 52.9 Vel = 10.56 8.249 1E 11.00 107.1 107.1 G17 C=120 20.02 0.0 0.0 464.69 0.002 31.02 0.1 107.1 Vel = 2.82 10.370 3E 14.50 107.2 107.2 G18 C=120 1V 2862.16 0.0 0.0 464.69 0.001 2876.66 1.8 107.2 Vel = 1.78 10.518 3E 110.50 109.0 109.0 G19 C=140 104.91 2.6 0.0 464.69 0.000 215.41 0.1 109.0 Vel = 1.73 W 464.69 111.7 K = 43.98 PATH 2 FROM HYDRAULIC REFERENCE 79 TO H4 49.22 1.049 1E 9.58 19.3 19.3 K = 11.20 79S C=120 2.00 -4.1 0.0 49.22 0.689 11.58 8.0 19.3 Vel = 18.45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 8 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 2 FROM HYDRAULIC REFERENCE 79 TO H4 CONTINUED 1.682 1T 19.75 23.1 23.1 EqK = 10.23 79 C=120 9.90 0.0 0.0 49.22 0.069 29.65 2.1 23.1 Vel = 7.18 497 9.57 1.682 C=120 58.79 0.096 18.00 0.00 18.00 25.2 0.0 1.7 25.2 0.0 See PATH 11 25.2 Vel = 8.57 50.40 1.682 18.00 26.9 26.9 498 C=120 0.00 0.0 0.0 See PATH 6 109.19 0.302 18.00 5.4 26.9 Vel = 15.92 54.31 1.682 1T 15.25 32.4 32.4 499 C=120 9.90 0.0 0.0 See PATH 8 163.50 0.637 25.15 16.0 32.4 Vel = 23.84 H4 163.50 48.4 K = 23.51 PATH 3 FROM HYDRAULIC REFERENCE 74 TO H5 49.68 1.049 1E 8.92 19.7 19.7 K = 11.20 74S C-120 2.00 -3.9 0.0 49.68 0.701 10.92 7.6 19.7 Vel = 18.62 1.682 19.75 23.5 23.5 EqK = 10.26 74 C=120 0.00 0.0 0.0 49.68 0.070 19.75 1.4 23.5 Vel = 7.24 -10.52 1.682 1E 12.73 24.9 24.9 493 C=120 1T 14.85 0.0 0.0 See PATH 10 39.16 0.045 27.58 1.2 24.9 Vel = 5.71 40.35 1.682 1E 60.73 26.1 26.1 494 C=120 4.95 0.0 0.0 See PATH 4 79.50 0.168 65.68 11.0 26.1 Vel = 11.59 57.76 1.682 1T 15.25 37.1 37.1 495 C=120 9.90 0.0 0.0 See PATH 9 137.26 0.461 25.15 11.6 37.1 Vel = 20.01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 9 HYD. REF POINT Qa DIA. "C►, Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn H5 137.26 48.7 K = 19.67 PATH 4 FROM HYDRAULIC REFERENCE 78 TO 494 49.92 1.049 1E 8.92 19.9 19.9 K = 11.20 78S C=120 2.00 -3.9 0.0 49.92 0.707 10.92 7.7 19.9 Vel = 18.71 1.682 19.75 23.7 23.7 EqK = 10.25 78 C=120 0.00 0.0 0.0 49.92 0.071 19.75 1.4 23.7 Vel = 7.28 -9.57 1.682 2T 0.73 25.1 25.1 496 C=120 19.80 0.0 0.0 See PATH 11 40.35 0.048 20.53 1.0 25.1 Vel = 5.88 494 40.35 26.1 K = 7.89 PATH 5 FROM HYDRAULIC REFERENCE 76 TO 491 50.22 1.049 1E 10.79 20.1 20.1 K = 11.20 76S C=120 2.00 -4.7 0.0 50.22 0.715 12.79 9.1 20.1 Vel = 18.83 1.682 1T 19.75 24.6 24.6 EqK = 10.13 76 C=120 9.90 0.0 0.0 50.22 0.072 29.65 2.2 24.6 Vel = 7.32 491 50.22 26.7 K = 9.72 PATH 6 FROM HYDRAULIC REFERENCE 80 TO 498 50.40 1.049 1E 10.79 20.2 20.2 K = 11.20 80S C=120 2.00 -4.7 0.0 50.40 0.719 12.79 9.2 20.2 Vel = 18.89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 10 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 6 FROM HYDRAULIC REFERENCE 80 TO 498 CONTINUED 1.682 1T 19.75 24.8 24.8 EqK = 10.13 80 C=120 9.90 0.0 0.0 50.40 0.072 29.65 2.2 24.8 Vel = 7.35 498 50.40 26.9 K = 9.71 PATH 7 FROM HYDRAULIC REFERENCE 77 TO 490 54.19 1.049 1E 12.00 23.4 23.4 K = 11.20 77S C=120 2.00 -5.2 0.0 54.19 0.823 14.00 11.5 23.4 Vel = 20.31 1.682 iT 19.75 29.7 29.7 EqK = 9.94 77 C=120 9.90 0.0 0.0 54.19 0.083 29.65 2.5 29.7 Vel = 7.90 490 54.19 32.2 K = 9.55 PATH 8 FROM HYDRAULIC REFERENCE 81 TO 499 54.31 1.049 lE 12.00 23.5 23.5 K = 11.20 81S C=120 2.00 -5.2 0.0 54.31 0.826 14.00 11.6 23.5 Vel = 20.36 1.682 iT 19.75 29.9 29.9 EqK = 9.94 81 C=120 9.90 0.0 0.0 54.31 0.083 29.65 2.5 29.9 Vel = 7.92 499 54.31 32.4 K = 9.55 PATH 9 FROM HYDRAULIC REFERENCE 82 TO 495 57.76 1.049 1E 12.00 26.6 26.6 K = 11.20 82S C=120 2.00 -5.2 0.0 57.76 0.926 14.00 12.9 26.6 Vel = 21.65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 9 FROM HYDRAULIC REFERENCE 82 TO 495 CONTINUED 1.682 1T 19.75 34.3 34.3 EqK = 9.86 82 C=120 9.90 0.0 0.0 57.76 0.093 29.65 2.8 34.3 Vel = 8.42 495 57.76 37.1 K = 9.48 PATH 10 FROM HYDRAULIC REFERENCE 493 TO 492 10.52 1.682 1T 10.00 24.9 24.9 493 C=120 9.90 0.0 0.0 See PATH 3 10.52 0.004 19.90 0.1 24.9 Vel = 1.53 492 10.52 25.0 K = 2.11 ':PATH 11 FROM HYDRAULIC REFERENCE 496 TO 497 9.57 1.682 1T 10.00 25.1 25.1 496 C=120 9.90 0.0 0.0 See PATH 4 9.57 0.003 19.90 0.1 25.1 Vel = 1.40 497 9.57 25.2 K = 1.91 PATH 12 FROM HYDRAULIC REFERENCE H6 TO 011 112.31 4.260 1T 18.28 48.8 48.8 H6 C=120 26.33 0.0 0.0 See PATH 1 112.31 0.003 44.61 0.2 48.8 Vel = 2.55 -2.61 4.260 10.00 49.0 49.0 I3 C=120 0.00 0.0 0.0 See PATH 13 109.69 0.003 10.00 0.0 49.0 Vel = 2.49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 12 HYD. REF POINT Qa DIA. "C" Pf/ft Qt FITTING TYPES PIPE FTNG`S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 12 FROM HYDRAULIC REFERENCE H6 TO Gll CONTINUED -0.82 4.260 I2 C=120 108.87 0.003 17.77 49.0 49.0 0.00 0.0 0.0 See PATH 14 17.77 0.1 49.0 Vel = 2.47 I1 3.44 4.260 1E 24.86 49.1 49.1 C=120 13.17 0.0 0.0 See PATH 13 112.31 0.003 38.02 0.1 49.1 Vel = 2.55 4.260 8.99 49.2 49.2 G7 C=120 0.00 0.0 0.0 112.31 0.003 8.99 0.0 49.2 Vel = 2.55 -3.78 4.260 1E 14.62 49.2 49.2 G8 C=120 13.17 0.0 0.0 See PATH 15 108.53 0.003 27.78 0.1 49.2 Vel = 2.47 0.51 4.260 18.00 49.3 49.3 G9 C=120 0.00 0.0 0.0 See PATH 16 109.04 0.003 18.00 0.1 49.3 Vel = 2.48 3.27 4.260 iT 23.50 49.4 49.4 G10 C=120 26.33 0.0 0.0 See PATH 15 112.31 0.003 49.84 0.2 49.4 Vel = 2.55 G11 112.31 49.5 K = 15.96 PATH 13 FROM HYDRAULIC REFERENCE I3 TO I2 2.61 1.610 2T 1.10 49.0 49.0 13 C=120 16.00 -0.2 0.0 See PATH 12 2.61 0.000 17.10 0.0 49.0 Vel = 0.42 1.682 3E 86.11 48.8 48.8 501 C=120 14.85 0.0 0.0 2.61 0.000 100.96 0.0 48.8 Vel = 0.38 0.82 1.682 2E 86.98 48.8 48.8 500 C=120 iT 19.80 0.2 0.0 See PATH 14 3.44 0.001 106.78 0.1 48.8 Vel = 0.50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 13 HYD. REF POINT Qa DIA. HCn Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn I1 3.44 49.1 K = 0.49 PATH 14 FROM HYDRAULIC REFERENCE I2 TO 500 0.82 1.610 2T 1.10 49.0 49.0 I2 C=120 16.00 -0.2 0.0 See PATH 12 0.82 0.000 17.10 0.0 49.0 Vel = 0.13 1.682 2E 71.65 48.8 48.8 502 C=120 iT 19.80 0.0 0.0 0.82 0.000 91.45 0.0 48.8 Vel = 0.12 500 0.82 48.8 K = 0.12 PATH 15 FROM HYDRAULIC REFERENCE GB TO G10 3.78 1.682 5E 112.45 49.2 49.2 G8 C=120 1T 34.65 -0.2 0.0 See PATH 12 3.78 0.001 147.09 0.1 49.2 Vel = 0.55 -0.51 1.682 1E 105.96 49.1 49.1 484 C=120 4.95 0.0 0.0 See PATH 16 3.27 0.000 110.91 0.1 49.1 Vel = 0.48 1.610 2T 1.10 49.1 49.1 485 C=120 16.00 0.2 0.0 3.27 0.001 17.10 0.0 49.1 Vel = 0.52 G10 3.27 49.4 K = 0.46 PATH 16 FROM HYDRAULIC REFERENCE 484 TO 09 0.51 1.682 lE 89.06 49.1 49.1 484 C=120 2T 24.75 0.2 0.0 See PATH 15 0.51 0.000 113.81 0.0 49.1 Vel = 0.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 14 HYD. REF POINT G9 Qa Qt 0.51 DIA. C Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn 49.3 K = 0.07 PATH 17 FROM HYDRAULIC REFERENCE H7 TO G13 12.47 1.682 1T 12.68 49.4 49.4 H7 C=120 9.90 0.0 0.0 See PATH 1 12.47 0.005 22.58 0.1 49.4 Vel = 1.82 488 1.610 C=120 12.47 0.007 17.15 0.00 17.15 49.5 0.0 0.1 49.5 0.0 49.5 Vel = 1.98 1.682 1E 50.16 49.6 49.6 487 C=120 4.95 0.0 0.0 12.47 0.005 55.11 0.3 49.6 Vel = 1.82 0.46 1.682 1E 77.98 49.9 49.9 486 C=120 1T 14.85 0.0 0.0 See PATH 18 12.94 0.006 92.83 0.5 49.9 Vel = 1.89 G13 12.94 50.5 K = 1.82 PATH 18 FROM HYDRAULIC REFERENCE 012 TO 486 0.46 1.682 2T 65.98 49.9 49.9 G12 C=120 19.80 0.0 0.0 See PATH 1 0.46 0.000 85.78 0.0 49.9 Vel = 0.07 486 0.46 49.9 K = 0.07 PATH 19 FROM HYDRAULIC REFERENCE 014 TO 016 13.62 1.682 1E G14 C=120 1T 13.62 0.006 69.98 14.85 84.83 51.7 0.0 0.5 51.7 0.0 See PATH 1 51.7 Vel = 1.99 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 15 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE TYPES FTNG'S TOTAL Pt Pe Pf Pt Pv Pn ******* NOTES ******* PATH 19 FROM HYDRAULIC REFERENCE G14 TO G16 CONTINUED 0.88 1.682 1E 71.98 52.3 52.3 489 C=120 1T 14.85 0.0 0.0 See PATH 20 14.50 0.007 86.83 0.6 52.3 Ve1 = 2.11 G16 14.50 52.9 K = 1.99 PATH 20 FROM HYDRAULIC REVERENCE G15 TO 489 0.88 1.682 2T 57.98 52.3 52.3 G15 C=120 19.80 0.0 0.0 See PATH 1 0.88 0.000 77.78 0.0 52.3 Vel = 0.13 489 0.88 52.3 K = 0.12 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • 111 0 000 ID goo a N co U d. O41 O Pe - ..0 -1 Ng ii19§18 CO co a N O 00 CD e- d �I! — 0 in v 8 IC) N 0 N AMC 16 Theatres Job Name: Location: Drawing Date: Contractor: Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC DESIGN INFORMATION SHEET AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila Remote Area Number: 7 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq fti 0.150 I 326.7 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 352.8 psi Required: 106.1 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 2005 140.0 psi 20.0 psi 8000 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 7 353 106.1 psi Water Sourcel40.0 psi static, 20.0 psi residual @ 8000 gpm 353 gpm 139.6 psi SAFETY PRESSURE 33.6 psi Available Pressure of 139.6 psi Exceeds Required Pressure of 106.1 psi This is a safety margin of 33.6 psi or 24 % of Supply Maximum Water Velocity is 19.9 fps AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 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 QA2/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 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 4 NODE ELEVATION SPRINKLER NUMBER K -FACTOR (FT) (GPM/(PSI)) 83 81.83 83S 76.29 84 81.83 84S 75.75 85 81.83 85S 74.25 86 81.83 86S 72.58 87 81.83 87S 74.25 88 81.83 88S 72.58 89 81.83 89S 72.58 451 81.83 452 82.33 453 82.33 454 82.33 455 81.83 456 81.83 457 81.83 458 81.83 459 81.83 460 81.83 461 81.83 462 81.83 463 81.83 464 82.33 465 82.33 A15 58.83 A16 48.74 A18 9.00 A19 5.00 A20 5.00 C3 81.83 C4 81.83 C5 81.83 C6 81.83 C7 81.83 C8 81.83 C9 81.83 D1 81.83 D2 81.83 D3 81.83 D4 81.83 D5 81.83 El 81.83 E2 81.83 E3 81.83 E4 81.83 Fl 81.83 11.20 11.20 11.20 11.20 11.20 11.20 11.20 PRESSURE (PSI) 22.0 19.2 22.0 19.1 22.4 19.2 24.4 20.3 24.1 20.5 25.7 21.2 27.2 22.4 59.4 60.4 60.5 60.5 60.8 42.3 39.5 39.1 39.2 42.0 46.9 42.3 44.5 60.3 60.3 74.3 79.9 100.5 102.4 103.4 59.4 59.4 59.4 59.4 60.1 60.8 61.8 60.8 60.8 60.8 60.8 60.8 58.3 60.1 60.5 61.0 58.3 ACTUAL FLOW (GPM) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) 49.1 49.0 49.0 50.4 50.7 51.6 53.0 48.6 49.0 49.0 49.0 49.0 49.0 49.0 0.15 0.15 0.15 0.15 0.16 0.16 0.16 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) F2 Jl J2 K1 W 81.83 47.46 47.46 5.00 -1.00 58.4 81.3 81.3 102.3 106.1 Max velocity of 19.85 occurs in the pipe from 461 TO 89 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. AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 6 HYD. REF POINT Qa DIA. ►►C►► Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 83 TO W (PRIMARY PATH) 49.13 1.049 1E 5.54 19.2 19.2 K = 11.20 83S C=120 2.00 -2.4 0.0 49.13 0.686 7.54 5.2 19.2 Vel = 18.42 1.049 1T 19.75 22.0 22.0 EqK = 10.47 83 C=120 5.00 0.0 0.0 49.13 0.686 24.75 17.1 22.0 Vel = 18.42 20.66 1.682 1E 459 C=120 69.79 0.132 16.73 39.2 39.2 4.95 0.0 0.0 See PATH 8 21.68 2.9 39.2 Vel = 10.18 -15.87 1.682 1E 460 C=120 53.92 0.082 54.73 42.0 42.0 4.95 0.0 0.0 See PATH 9 59.68 4.9 42.0 Vel = 7.86 52.96 1.682 1T 461 C=120 106.88 0.290 29.75 46.9 46.9 9.90 0.0 0.0 See PATH 7 39.65 11.5 46.9 Vel = 15.58 75.09 3.260 1T 13.70 58.4 58.4 F2 C=120 20.16 0.0 0.0 See PATH 4 181.97 0.031 33.86 1.0 58.4 Vel = 7.06 3.260 20.60 59.4 59.4 C6 C=120 0.00 0.0 0.0 181.97 0.031 20.60 0.6 59.4 Vel = 7.06 -12.17 3.260 1T 5.17 60.1 60.1 C7 C=120 20.16 0.0 0.0 See PATH 11 169.80 0.027 25.33 0.7 60.1 Vel = 6.59 12.17 3.260 1T 12.53 60.8 60.8 C8 C=120 20.16 0.0 0.0 See PATH 11 181.97 0.031 32.69 1.0 60.8 Vel = 7.06 170.86 4.260 2E 34.78 61.8 61.8 C9 C=120 1T 52.67 10.0 0.0 See PATH 2 352.83 0.029 87.45 2.5 61.8 Vel = 8.02 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 7 HYD. REF POINT Qa DIA. CI, Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 83 TO W (PRIMARY PATH) 4.260 1E 16.85 74.3 74.3 A15 C=120 1V 28.97 4.4 0.0 352.83 0.029 45.81 1.3 74.3 Vel = 8.02 4.260 iT 1.28 79.9 79.9 A16 C=120 26.33 0.6 0.0 352.83 0.029 27.62 0.8 79.9 Vel = 8.02 J1 6.357 2.00 81.3 81.3 C=120 0.00 0.0 0.0 352.83 0.004 2.00 0.0 81.3 Vel = 3.60 6.357 14E 364.38 81.3 81.3 J2 C=120 1V 250.21 16.7 0.0 352.83 0.004 614.59 2.5 81.3 Vel = 3.60 6.357 lE 4.00 100.5 100.5 A18 C=120 17.60 1.7 0.0 352.83 0.004 21.60 0.1 100.5 Vel = 3.60 K1 8.249 1E 12.58 102.3 102.3 C=120 20.02 0.0 0.0 352.83 0.001 32.60 0.0 102.3 Vel = 2.14 10.370 1V A19 C=120 352.83 0.000 2.29 102.4 102.4 2788.54 0.0 0.0 2790.84 1.0 102.4 Vel = 1.35 10.518 4E 124.96 103.4 103.4 A20 C=140 139.88 2.6 0.0 352.83 0.000 264.83 0.1 103.4 Vel = 1.32 W 352.83 106.1 K = 34.26 PATH 2 FROM HYDRAULIC REFERENCE 84 TO C9 49.00 1.049 1E 6.08 19.1 19.1 K = 11.20 84S C=120 2.00 -2.6 0.0 49.00 0.683 8.08 5.5 19.1 Vel = 18.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 8 HYD. REF POINT Qa DIA. ►► C ►► Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pt Pe Pv ******* NOTES ******* Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 84 TO C9 CONTINUED 1.049 1T 19.75 22.0 22.0 EqK = 10.44 84 C=120 5.00 0.0 0.0 49.00 0.683 24.75 17.0 22.0 Vel = 18.37 -20.66 1.682 16.00 39.1 39.1 458 C=120 0.00 0.0 0.0 See PATH 8 28.34 0.025 16.00 0.4 39.1 Vel = 4.13 49.02 1.682 18.00 39.5 39.5 457 C=120 0.00 0.0 0.0 See PATH 3 77.36 0.159 18.00 2.9 39.5 Vel = 11.28 50.43 1.682 1T 29.75 42.3 42.3 456 C=120 9.90 0.0 0.0 See PATH 5 127.79 0.404 39.65 16.0 42.3 Vel = 18.63 El 43.07 3.260 2E 44.90 58.3 58.3 C=120 18.82 0.0 0.0 See PATH 10 170.86 0.028 63.71 1.8 58.3 Vel = 6.63 -9.82 3.260 18.00 60.1 60.1 E2 C=120 0.00 0.0 0.0 See PATH 12 161.04 0.025 18.00 0.4 60.1 Vel = 6.25 3.260 18.00 60.5 60.5 E3 C=120 0.00 0.0 0.0 161.04 0.025 18.00 0.4 60.5 Vel = 6.25 9.82 3.260 1T 8.63 61.0 61.0 E4 C=120 20.16 0.0 0.0 See PATH 12 170.86 0.028 28.79 0.8 61.0 Vel = 6.63 C9 170.86 61.8 K = 21.74 PATH 3 FROM HYDRAULIC REFERENCE 85 TO 457 49.02 1.049 lE 85S C=120 49.02 0.683 7.58 19.2 19.2 K = 11.20 2.00 -3.3 0.0 9.58 6.5 19.2 Vel = 18.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 9 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt TYPES FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 3 FROM HYDRAULIC REFERENCE 85 TO 457 CONTINUED 1.049 1T 19.75 22.4 22.4 EqK = 10.35 85 C=120 5.00 0.0 0.0 49.02 0.683 24.75 17.1 22.4 Vel = 18.37 457 49.02 39.5 K = 7.80 PATH 4 FROM HYDRAULIC REFERENCE 87 TO F2 50.68 1.049 1E 7.58 20.5 20.5 K = 11.20 87S C=120 2.00 -3.3 0.0 50.68 0.727 9.58 7.0 20.5 Vel = 19.00 1.049 1T 19.75 24.1 24.1 EqK = 10.31 87 C=120 5.00 0.0 0.0 50.68 0.727 24.75 18.1 24.1 Vel = 19.00 15.87 1.682 18.00 42.3 42.3 462 C=120 0.00 0.0 0.0 See PATH 9 66.55 0.121 18.00 2.2 42.3 Vel = 9.70 51.62 1.682 1T 29.75 44.5 44.5 463 C=120 9.90 0.0 0.0 See PATH 6 118.17 0.349 39.65 13.8 44.5 Vel = 17.23 Fl -43.07 3.260 C=120 75.09 0.006 14.00 58.3 58.3 0.00 0.0 0.0 See PATH 10 14.00 0.1 58.3 Vel = 2.91 F2 75.09 58.4 K = 9.83 PATH 5 FROM HYDRAULIC REFERENCE 86 TO 456 50.43 1.049 1E 86S C=120 50.43 0.720 9.25 20.3 20.3 K = 11.20 2.00 -4.0 0.0 11.25 8.1 20.3 Vel = 18.90 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products Page 10 12/18/07 11:28 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 5 FROM HYDRAULIC REFERENCE 86 TO 456 CONTINUED 1.049 1T 19.75 24.4 24.4 EqK = 10.22 86 C=120 5.00 0.0 0.0 50.43 0.720 24.75 18.0 24.4 Vel = 18.90 456 50.43 42.3 K = 7.75 PATH 6 FROM HYDRAULIC REFERENCE 88 TO 463 51.62 1.049 1E 9.25 21.2 21.2 K = 11.20 88S C=120 2.00 -4.0 0.0 51.62 0.752 11.25 8.5 21.2 Vel = 19.35 1.049 1T 19.75 25.7 25.7 EqK = 10.18 88 C=120 5.00 0.0 0.0 51.62 0.752 24.75 18.8 25.7 Vel = 19.35 463 51.62 44.5 K = 7.74 PATH 7 FROM HYDRAULIC REFERENCE 89 TO 461 52.96 1.049 1E 9.25 22.4 22.4 K = 11.20 89S C=120 2.00 -4.0 0.0 52.96 0.788 11.25 8.9 22.4 Vel = 19.85 1.049 1T 19.75 27.2 27.2 EqK = 10.15 89 C=120 5.00 0.0 0.0 52.96 0.788 24.75 19.7 27.2 Vel = 19.85 461 52.96 46.9 K = 7.73 PATH 8 FROM HYDRAULIC REFERENCE 458 TO 459 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 11 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt Pt TYPES FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 458 TO 459 CONTINUED 20.66 1.682 6.00 39.1 39.1 458 C=120 0.00 0.0 0.0 See PATH 2 20.66 0.014 6.00 0.1 39.1 Vel = 3.01 459 20.66 39.2 K = 3.30 PATH 9 FROM HYDRAULIC REFERENCE 460 TO 462 15.87 1.682 1T 22.73 42.0 42.0 460 C=120 9.90 0.0 0.0 See PATH 1 15.87 0.009 32.63 0.3 42.0 Vel = 2.31 462 15.87 42.3 K = 2.44 PATH 10 FROM HYDRAULIC REFERENCE Fl TO El Fl 43.07 3.260 16.00 58.3 58.3 C=120 0.00 0.0 0.0 See PATH 4 43.07 0.002 16.00 0.0 58.3 Vel = 1.67 El 43.07 58.3 K = 5.64 PATH 11 FROM HYDRAULIC REFERENCE C7 TO C8 12.17 1.682 2E 82.87 60.1 60.1 C7 C=120 1T 19.80 -0.2 0.0 See PATH 1 12.17 0.005 102.67 0.5 60.1 Vel = 1.77 -5.97 1.682 1T 452 C=120 6.21 0.001 67.77 60.4 60.4 9.90 0.0 0.0 See PATH 13 77.67 0.1 60.4 Vel = 0.91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 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 11 FROM HYDRAULIC REFERENCE C7 TO C8 CONTINUED 1.610 2T 1.10 60.5 60.5 454 C=120 16.00 0.2 0.0 6.21 0.002 17.10 0.0 60.5 Vel = 0.99 5.97 3.260 1T 8.83 60.8 60.8 D5 C=120 20.16 0.0 0.0 See PATH 13 12.17 0.000 28.99 0.0 60.8 Vel = 0.47 C8 12.17 60.8 K = 1.56 PATH 12 FROM HYDRAULIC REFERENCE E2 TO E4 9.82 1.682 2E 107.06 60.1 60.1 E2 C=120 1T 19.80 -0.2 0.0 See PATH 2 9.82 0.004 126.86 0.4 60.1 Vel = 1.43 1.682 2E 107.06 60.3 60.3 464 0=120 1T 19.80 0.2 0.0 9.82 0.003 126.86 0.4 60.3 Vel = 1.43 E4 9.82 61.0 K = 1.26 PATH 13 FROM HYDRAULIC REFERENCE 452 TO D5 5.97 1.682 lE 452 C=120 5.97 0.001 79.77 4.95 84.72 60.4 0.0 0.1 60.4 0.0 60.4 See PATH 11 Vel = 0.87 1.610 2T 1.10 60.5 60.5 453 0=120 16.00 0.2 0.0 5.97 0.002 17.10 0.0 60.5 Vel = 0.95 3.260 12.00 60.8 60.8 D4 C=120 0.00 0.0 0.0 5.97 0.000 12.00 0.0 60.8 Vel = 0.23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 13 HYD. REF POINT D5 Qa DIA. C Qt Pf/ft 5.97 FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn 60.8 K = 0.77 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) E E rn CL arn u) a 0) 0) as nCp�MM) COCO� O• OMMOOi CO kJ N d 00 G▪ ) oe t� a) • a) < _c - tco▪ ni 3` a-0-- CO •- O U •<coi- N 0 O O CO n- tit O CO O O N O O 0 O O O Co M 0 O M 0 O N 0 LC) 0 1 it j. Z 3 0 250 gpm hose • Q 0 Ci) • 1 N 0 O O CO n- tit O CO O O N O O 0 O O O Co M 0 O M 0 O N 0 LC) 0 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET AMC Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Don Coats Calculated By: SimplexGrinnell Construction: Non Combustable Reviewing Authorities: City of Tukwila Remote Area Number: St Occupancy: Theatre SYSTEM DESIGN Code:NFPA-13 Hazard: OH Group 1 System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside N/Asq ft N/A N/Asq ft 500gpm N/Agpm Sprinkler or Nozzle Make: N/A Model: N/A K -Factor: N/A Temperature Rating: N/A CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 500 psi Required: 139.3@ CITY CONNECTION WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 2005 140psi 20psi 8000 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Baker & Andover Parkway W Source of Information: Available Pressure of 139.3psi Exceeds Required Pressure This is a safety margin of Opsi. Maximum Water Velocity is Notes: fps of 139.3psi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/20/2007 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC RESID. FLOW PRESS. PRESS. @ (PSI) (PSI) (GPM) 140.0 20.0 8000.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) HV1 60.0 HV2 60.0 A17 58.8 A17A 22.3 A18 5.0 A19 5.0 BF1 5.0 BF2 5.0 CITY -1.0 HOSE STREAM HOSE STREAM SOURCE AVAIL. PRESS. (PSI) 139.3 TOTAL @ DEMAND (GPM) 500.0 500.0 GPM 0.0 GPM 500.0 GPM 0.0 GPM PRESSURE DISCHARGE (PSI) (GPM) 100.2 250.0 105.0 250.0 105.7 125.5 133.5 133.6 133.6 136.6 139.3 500.0 REQ'D PRESS. (PSI) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 , DATE: 12/20/2007 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -250.0 4.260 PL 260.00 PF 4.8 HV1 60.0 H.S. 100.2 250.0 5.6 120 FTG 7L PE 0.0 HV2 60.0 H.S. 105.0 250.0 0.015 TL 315.30 PV Pipe: 2 -500.0 6.357 PL 8.00 PF 0.1 HV2 60.0 H.S. 105.0 250.0 5.1 120 FTG L PE 0.5 A17 58.8 0.0 105.7 0.0 0.008 TL 19.32 PV Pipe: 3 -500.0 6.357 PL 362.00 PF 4.0 A17 58.8 0.0 105.7 0.0 5.1 120 FTG T9LB PE 15.8 A17A 22.3 0.0 125.5 0.0 0.008 TL 514.14 PV Pipe: 4 -500.0 6.357 PL 18.00 PF 0.5 A17A 22.3 0.0 125.5 0.0 5.1 120 FTG TB PE 7.5 A18 5.0 0.0 133.5 0.0 0.008 TL 68.29 PV Pipe: 5 -500.0 8.249 PL 12.58 PF 0.1 A18 5.0 0.0 133.5 0.0 3.0 120 FTG L PE 0.0 A19 5.0 0.0 133.6 0.0 0.002 TL 27.85 PV Pipe: 6 -500.0 10.370 PL 2.00 PF 0.0 A19 5.0 0.0 133.6 0.0 1.9 120 FTG ---- PE 0.0 BF1 5.0 0.0 133.6 0.0 0.001 TL 2.00 PV Pipe: 10 FIXED PRESSURE LOSS DEVICE BF2 5.0 0.0 136.6 0.0 3.0 psi, 500.2 gpm BF1 5.0 0.0 133.6 0.0 Pipe: 11 -500.0 10.518 PL 124.96 PF 0.1 BF2 5.0 0.0 136.6 0.0 1.8 140 FTG 4L PE 2.6 CITY -1.0 SRCE 139.3 (N/A) 0.001 TL 232.76 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 4906013211 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.046 gpm and a maximum imbalance at any node of 0.181 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.6 ft/sec at pipe 1. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 . DATE: 12/20/2007 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.249 21.14 41.11 15.27 52.85 14.09 4.70 36.41 36.41 41.11 10.370 26.00 59.10 18.91 65.01 22.46 5.91 43.73 43.73 59.10 10.518 27.86 63.32 20.26 69.65 24.06 6.33 46.86 46.86 63.32 NOTES (USER): DATE: 12/20/2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe WATER SUPPLY ANALYSIS a O . C] o z o o 0 m a 3 O W m a O • O 0 N 140.00 psi Resid: 0 O. a> to to sa u o W O 0 0 0 S•+ • a) o 0 4 o >, ti m o 0 C U)▪ min aro a•H R .� m o mco co a) + Q. -0 O. a) A a) N a) ro rn O rn a m N 0 >, ri • D • CO CO ro rn trrn D r) Ncn • Y/I Y// N 0 0 0 0 l0 C 0 O N O co �r.0Z) a- xEll Er) C4 Ell --am•�. O 0 CO O O O O N 0 O 0 co 0 O N N O 0 CO co 0 CD O 0 CO O 0 0 0 N f!) O O N O FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 , DATE: 12/20/2007 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe WATER SUPPLY CURVE 144+ *\ X \\ I \ 132+ \\ I \\ I I 120+ I I I 108+ I I I P 96+ R I E I S I S 84+ U I R I E I 72+ ( I P S I 60+ ) I I I 48+ I I I 36+ I I I 24+ I I 12+ I I \ \\ \ \\ \\ \ \\ \\ \ \\ \ \\ \\ \ LEGEND X = Required Water Supply 139.29 psi @ 500.0 gpm \\ /11 PI \\ \ \\ \ \\ \\ \ \\ \\ \ \\ \ \\ \\ \ \\ \\ \ \\ \ 20.0 psi @ 8000 gpm-> * Flow Test Point 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 14402 RESTAURANT `IRE SUPPRESSION SYSTEM SimpiexGrinneii BE SAFE. I A business ung of Tyco Fie & Security Michael Rock Suppression Manager Direct: 206-291-1466 Cell: 206-730-7240 mrock@tycoint.com SimplexGrinnell LP 9520 Tenth Ave South, Suite 100 Seattle, WA 98108 Tele: 206-291-1400 Fax: 206-291-1500 24 Hour Emergency Service www. sirnplexgrinnell. com a ANSUL. JUL 14 2008 Tukwila Fire d/-24'(54 1 C Part No. 62760 Revised August 2006 POP CLEAN POPPER Instruction Manual Models #2975CED FLalftenn 5PINPVLINT SUPPA Cincinnati, OH 45241-4807 USA POP CLEAN MEDALLION Fire Suppression Piping Diagram o? 29 All Models CD •. o • a0o 0 CD � CD CD • 0 elI CA 0 • o' ▪ c VJ 0 ti A) • (D CD CD - CD O 5. y Baa o a �+ It. " o c 0 CD CDS • U• • Remote pull station @ a height of 48" in path of egress I 1 0 0 0 4. 0 °0. CD CD CA o CD ▪ CN 2 CD 0 0 0 0 0 POP CLEAN MEDALLION FIRE SUPPRESSION LIST Part No Description QTY 32013 CLOSE NIPPLE X 1" 6 48912 CONTACTOR IEC 50 AMP 1 48963 LINKAGE BRACKET 1 48987 TRIGGER MECH BRACKET 1 62000 QUICK SEAL ADAPTER 3 62001 1N NOZZLE (OVER B.I.B. OIL) 1 62002 SWIVEL NOZZLE ADAPTER 2 62004 METAL BLOW OFF CAP 5 62005 PULLEY ELBOW 14 62006 WIRE ROPE 16 FT. 62007 ELECTRIC SWITCH 1 62008 RELEASE MECHANISM 1 62009 REMOTE PULL STATION 1 62015 3/8 IN X 1 CHROME NIPPLE 3 62021 ALARM SWITCH 1 62028 PULL BOX 1 62033 LEFT DOOR ASSY 1 62064 FUSIBLE LINK 3 62258 SERIES DETECTOR 2 62259 TERMINAL DETECTOR 1 62513 3 GAL. TANK 1 62786 2W NOZZLE 4 62806 COVER PLATE 1 62934 FIRE DAMPER 1 26 All Models MODEL NUMBERS POP CLEAN MEDALLION Model Numbers I 120/208,120/240V 60Hz. i O N Deep Well single 52oz kettle I � 48 INCH CABINET 60 inch cabinet 72 inch cabinet 79 inch cabinet Pass Thru-Cont/Dump Hndl. Neon Salt/Sweet Switch Ansul Fire Suppression • a a N 11. Wiring Diagram Drawings 2975CED X X X X 2975CEDN X X X X X D -14037S26 2975CEDNF X X X X X X D -14037S25 2975CEDF X X X • X X D-14037525 2975CXED X X X X 2975CEDNZ X X X X X X D -14037S26 2975CEDSZ X X X X X X D -14037S26 2975CEDZ X X X X X D -14037S26 2975CEDNP X X X X X X D-14037526 2975CEDNPF X X X X X X X D -14037S25 2975CEDNPFZ X X X X X X X X D -14037S25 2975CEDP X X X X X D -14037S26 2975CEDPF X X X X X X D-14037525 2975CEDS X X X X X 2975CXEDN X X X X X 2948CED X X X X Domestic - 120/208V or 120/240V, 60 HZ, 8626 Watts Export - 240V, 50HZ Agency Approvals: NSF, ETL, cETL Note: Fire suppression components are in accordance with ANSUL R-102 specifications and tested and approved by ETL to U.L. Standard 7106. 3 All Models POP CLEAN MEDALLION OPERATING INSTRUCTIONS CONTROLS AND THEIR FUNCTIONS ON OFF POP CLEAN FILTER SYSTEM LOAD SELECTOR 0 32oz 52az PUSH ON 0 0 BAFFLE FILTER 0 BAG FILTER HEPA 'FILLER LIGHTS ON OFF CHANCE FILTERS 0 FIRE SUPPRESSION SYSTEM ARMED, ON OFF JI S4ii OIL SYSTEM MASTER WARMER ON ON OFF 0 CHECK FILTERS ON OFF BLUE -32 oz. CUP OFF (Lll GREEN -52 oz. CUP LJ LOAD/DUMP OIL PUMP KETTLE MOTOR LOAD INDICATOR KETTLE MEAT INDICATOR SALT / SWEET 0 POP CLEAN FILTER SYSTEM — Operates the exhaust blower and initializes a check of the filter interlocks and pressure switches. Note: Kettle Heat switch is inactive unless this switch is on and all filters are in place. BAFFLE FILTER LIGHT — Light is on if baffle filter is in place. Note: Kettle Heat switch is inactive unless this light is on. BAG FILTER LIGHT — Light is on if bag filter is in place. Note: Kettle Heat switch is inactive unless this light is on. HEPA FILTER LIGHT — Light is on if HEPA filter is in place. Note: Kettle Heat switch is inactive unless this light is on. CHANGE FILTERS LIGHT — Light is on when bag and HEPA filter efficiency is reduced to less than 75%. Note: Kettle Heat switch is inactive if this light is on. FIRE SUPPRESSION SYSTEM ARMED (IF EQUIPPED) — Light is on if fire suppression system is charged and activated. Note: Machine will not operate until the ANSUL system has been charged and activated by an ANSUL representative. CHECK FILTERS LIGHT — Light is on when bag and HEPA filter efficiency is reduced to less than 80%. The Bag and HEPA Filters should be checked and one or both should be changed as needed. 5 All Models THIS MACHINE WILL NOT FUNCTION UNTIL IT HAS BEEN ARMED BY A QUALIFIED ANSUL TECHNICIAN YOU MUST CONTACT YOUR LOCAL ANSUL DISTRIBUTOR FOR THE INITIAL CHARGING AND SERVICE OF THE FIRE SUPPRESSION SYSTEM. INITIAL CHARGING INCLUDES: FILLING THE CYLINDER WITH EXTINGUISHING AGENT INSTALLING A CO2 CARTRIDGE CHECK THE OVERALL CONDITION OF THE CABLES AND FUSIBLE LINKS COCKING THE RELEASE MECHANISM FOR NAMES OF LOCAL DISTRIBUTORS, CONTACT GOLD MEDAL PRODUCTS TECHNICAL SERVICE DEPARTMENT AT (513) 769-7676 ACCEPTED Without Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current Cit., standards. Acceptance is subiect to errors and omissions which do not authorize violations of adopted stanaaras and o5Tnances. The responsibility for the , adequacy of desi9n rests totally with the designer. 1 B Additions, deletions or revisions to these drawings after this date will void tris aC3eptariCe :ind wil; requ;re a i resubmittal of revised drawings for subvyquent approval. Final acceptance is 3ubject to fieandld testand inspection by The Tukwila Fire Prevention Bureau. [Date: 7- /-(-os By: 0 i fUKWILA FIRE DEPARTMEN11, Please call: 575-4407 and give this job No. 3? and exact address for shut., •)own or restoration aDDroval• 1'415 jyYjCiu pfe h‘i#1,14,40eee )104.01441°L+.; /-M 3(0,00 sc mc, ( FILE COPY I 1 bil' 2 5. 09 Pe 1002 Hot ol,Dx•PlolS A 146Nfdo0 •ysuuu S1 P IV. 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'2;n,�,��>FT 't�,y i1. ,.t ��0 N k f�utr �. ,,:,;auw.�,y �'�..;;�� �,y,;sa,.�xa �a s� �sr,��§r,,:, +w;»&? � y..;:.; a 7) u�.a�: ��s;;�'Mux"'x,"'a�:�., #r t s tk ;� "' Is, l.,a FIEL EN �ti a �g Ino ,�s ..,., � � =urs �' `����t. xsn� " +,r^�n�saetr��^ ��,�`#��.�, ��� �a4t�wka�uER MALLIRE ALARM SYSTEMTUKWILA, WASHINGTON SHEET INDEX SHEET NUMBER SHEET TITLE SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 LEVEL 3 EAST - FIRE ALARM PLAN FA -04 LEVEL 4 EAST - FIRE ALARM PLAN SHEET SCALE NOT TO SCALE NOT TO SCALE 1/8" = 1'-0" 1/8" = 1'-0" 0 Without CorrneOs Ta -As Noted i, Re;;;.! 0 Per The Attached fairer These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance wit current City standar s. Accer:aince i4 ,auhjec+ :i ?:.5"rocs and onll33lons which do not authorIz want it:ims of adopted standards ar 'i.'c {n:1oce:. The f °soLmsft.11lty for the adequacy of ; ,, ;'fwcl !' ..`;r':; totally with Ii.- ,designer. Additions, deIeiUoI I i or revisions to i he ae drawings after this date will voidt V..• :;txeptarncc ind bawiii require a re:ubrnitral of ,' n' ai :i'.,.wincs for subsequent approval. Final accepti32va is sui.yj':ci o field test and Inspection by The Tukwila Fire PI evennon Bureau. Date: , -1 By: J 'trW IInFIRE DEPARTMENT 2C'.5-5/5-1407 an m exact ; • . d:.,oss for shut - ‘own or e c:storat'I in approvai. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION 0 E # OF DESCRIPTION SHOP DRAWINGS SYMBOL DESCRIPTI❑N CONDUCTORS SIZE TYPE COLOR CODE C.W. CABLE PART # A DATA LINE -ADDRESSABLE LOOP 2 -TWISTED W/SHIELD #16 FPL/FPLR +IED -BLK 0 H DOOR HOLDER POWER - 24VDC 2 -NO TWIST NO SHIELD #14 FPLR +RED -BLK z�a\a\ P DEVICE POWER - 24VDC 2 -NO TWIST NO SHIELD #16 FPLR +RED -BLK B STROBE CIRCUIT 2 -TWISTED W/SHIELD #14 FPLR +RED -BLK S STROBE CIRCUIT 2 -TWISTED W/SHIELD #12 FPLR +RED -BLK N ANNUNCIATOR 2 -TWISTED W/SHIELD #16 FPLR +RED -BLK D SPEAKER CIRCUIT 2 -TWISTED NO SHIELD #14 FPLR +RED -BLK I REMOTE INDICATION LIGHT TWISTED PAIR #18 FPLR +RED -BLK X LOW LEVEL AUDIO 2 -TWISTED W/SHIELD #16 FPLR +RED -BLK DNET TWISTED PAIR #14 FPLR HNET TWISTED PAIR #14 FPLR VNET TWISTED PAIR #14 FPLR FNET TWISTED PAIR W/ SHIELD #14 FPLR CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END GENERAL NOTES FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. 23. NEPA 72 2002 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTDRS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. NFPA 72 2002 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PRCVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED DEVICES FOR THIS T.I. SYMBOLS LEGEND QUANTITY SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT DUCT SMOKE FDBZ492-HR SIEMENS DUCT HOUSING 1 rimDETECTOR W/ HFP-11 DET. VERIFYIELD IN F 1 T -R INTERFACE MODULE HTRI-R SIEMENS 4S DEEP VERIFY WITH RELAY IN FIELD 5 (E) TSM DUCT DETECTOR TEST SWITCH MODULE TSM -1 SIEMENS 1G BOX VERIFY IN FIELD FIRE ALARM g SPEAKER STROBE (EXISTING -RELOCATED) SET -MC -W SIEMENS 4S DEEP BOX VERIFY IN FIELD W/ 1-1/2" EXT. SEE FLAGNOTES EXISTING EQUIPMENT/DEVICES SYMBOLS LEGEND QUANTITY 7 2 5 26 169 21 8 1 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP ANN FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F, TO TOP PS REMOTE BOOSTER POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP T -D INTERFACE MODULE DUAL INPUT HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD u SMOKE DETECTOR HFP-11 W/. SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING S SD DUCT SMOKE DETECTOR AD -HR W/ SIEMENS HFP-11 DET DUCT HOUSING VERIFY IN FIELD FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM ST -MC -W SIEMENS 4S BOX 80" A.F.F. TO BOTTOM U.O.N. F FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. WP FIRE ALARM HORN STROBE (WEATHERPROOF) SET -30 -CR SIEMENS -WP FWB-1 VERIFY 1-1/2" PIPE IN FIELD IFSI WATERFLOW SWITCH F.B.O. F.B.O. F.B.O. VERIFY IN FIELD GS TAMPER SWITCH F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FATC FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTION BOX F.B.O. F.B.❑, N/A VERIFY IN FIELD EX EXISTING N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A PAID F -12O1P TUKWILA FIRE ec 136U Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVIS REV. BY: 0 E DESCRIPTION SHOP DRAWINGS DATE 03 m N 0 z�a\a\ r i- 0 SCOMMENIII O_ o OopO Ia) �wocz 1-- 0 g2 0- co co ff Li 0 pc 1.1.1 ,TO- C (I) F- col ILI 0 (f) >Pi SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 01/29/18 BACKROUND PLAN PROVIDED BY: \OB NUMBER: 29135- 1.) SHEET FA-Ol HARD LID CEILING CEILI \ G VO \ T SPEA SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE CER/ST JUNCTIDN BOX MOUNTED ON CEILING FLEX 0.3E VOU\TI \G JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT ��///4O 0 / / / / / / / / ii O O TO NEXT DEVICE CADDY BAR FROM PACP? SMOKE DETECTOR S V0 2= <E 3ETECTOR \– SUSPENDED ILLUMINATED CEILING V OU\TI\G NOTE: WATER FLOW SWITCH (W/F) MUST BE ON CIRCUIT ONE OF HTRI-D. TO NEXT ADDRESSABLE DEVICE -l- FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE l FROM PREVIOUS DEVICE OR XLS LOOP DB -11 DETECTOR BASE USED WITH HFP-11 SMOKE DETECTOR, OR HFPT-11 THERMAL DETECTOR TO NEXT DEVICE OR STOP IF LAST DEVICE TYPICAL S V O<E A\3 HEAT DETECTOR WIRI\C HAD LID CEILI\C CEILING TILE VOL\ TED SPEA END OF LINE DEVICE SUPERVISED SWITCH GROUND 0 0 -0 0 0 HTRI-D 0 LED CO 0 0 NOT USED 0 TYPICAL WIRI\C FO SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE <E/STO3E TO NEXT ADDRESSABLE DEVICE -` FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE END OF LINE DEVICE SUPERVISED SWITCH HTI-3 V 0 WALL IV ALARM STROBE R E 80" A.F.F. MANUAL PULL C STATION 0 ©48" TO PULL 0 0 0 4S DEEP BOX W/ OPTIONAL 1G RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS PULL STATION — STROBE OU\TED COMBINATION SPEAKERSTROBE R E 80" A.F.F. MANUAL PULLET-16- STATION ULLE`STATION 0 848" TIO PULL 4S DEEP BOX W/ 1-1/2" EXT RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS PULL STATION — SPEAKER/STROBE FIRE ALAV DEVICE IVOU\TI\G ELEVATIO\S vIOU\TING (3oP CEILI\G) END OF LINE DEVICE SUPERVISED SWITCH 3ULE DOWEL SU DPLY 1 0 GND N AC a L 1 J T T T O DAD -3 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1— 1 2+ 2— 2 NC C NO + — + — + — + — + — B e m e e 24K POWER SUPPLY 2 0 0 GROUND —0 N I) 0 0 HTRI-R STATUS LED 0 00 0 0 Co 0 TYPICAL WIRI\ G FO 1 TO PRIMARY RECALL OR ALTERNATE RECALL HTRI- R V O3ULE 0 GND N AC a e e T T T T O AD -3 O 01. J 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1— 1 2+ 2— 2 NC C NO + — + — + — + — + — Q 0 B Q 24K ren ? S2 S1 S4 2 S3 t POWER SUPPLY 8 O GND N AC REP 1_7_ 1� T T -1- PAD-3 PAD -3 O 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1— 1 2+ 2— 2 NC C NO + — + — + — + — + — e m B B 0 0 ta e O 24K TYPICAL WIRING TO TRIP THE 8 0 S16 S15 AD -3 DOWER SUPPLIES TYPICAL V OUTLET SAMPLING TUBE INLET SAMPLING TUBE AT LEAST SIX DUCT WIDTHS FROM BEND OU\TI\G F(i) A3 -HR 3JCT 3 =T -CTOR FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE COMBINE ALL SHIELDS A ISOLATE FROM GROUNDING MC/ON24 D ,CTACTS A + TO NEXT DEVICE OR } STOP IF LAST DEVICE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OT USED TYDICAL AD -HR WIRI\C FROM PREVIOUS ADDRESSABLE 2 DEVICE TBI NO COM NC EOLR 470 SWITCH +B INPUT LED TSM -1 00 00 2 2 TO FAN 2 SHUTDOWN O TO NEXT . ADDRESSABLE DEVICE Mil 0 0 0 NOS COM HTRI-R NC e 0 TYPICAL DUCT DETECTOR/HTRI-R MODULE/TSM-1 SWITCH WIRING DETAIL Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 044 cc eztz 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: 0 M 0 DESCRIPTION SHOP DRAWINGS DATE 03 M N 0 00 z O O OCU Op 0 F- 00 LU OCF- 11.1 I F- CID0 �CALE: NOT TO SCALE w cc LLH cc CD wz °C w ..5„.t er cc (i9Cr) j co co 1- DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 01 /29/1 8 BACKROUND PLAN PROVIDED BY: \OB NUMBER: 29135-1} SHEET .Th FA -02 AUDI -r RIUr 10-1- S • AUDITORIUM 13 [77-;71 144 SLATS r \ • AUDITORIUM #14 aim 170 ::,EATS AUDITORIUM ##15 1/I/1 SE A TS AUDITORIUM /1E 104 SEATS .13 _!! g. !_f ci P 411LILi ate= 1.,,;5!.. I S --- -- — -- - -1- \,,\ a-2 ,2D I y /' 17r. Illi EN -1, s D • /- 1'35.� 1S8- 11 c=)--S,D''-',--, I ~i I _ I 11 S8 —Th CORRIDOR 4 TO FATC // S I OR I . 75...I ,551 I TO IFATC 1373 I / C- c> U: i% L S7-1:0 7 I 374 I 0--1 ' c`c I -_-i c .-1 , '' `- >. ;"";'.\ •` ' � ',. 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MATCHLI\E FA -03 ® ® =11 11111 INI 11111111111= ▪ IN MN= = El =II 11111 =1 101 El =1 ME 111 1111 =II= e 1111 NEEME11=1111 11111 11111=1115114 IVATCHLUNE FA -03A 0 v W FAX (206) 628-4990 a 1743 IST AVE RELEASE/REVISIONS REV. BY: 0 2 0 DESCRIPTION SHOP DRAWINGS DATE co a o) N O Zaa\a\ NaSUNIMMI w z 0 p CC 0 ' co —1 Q 0° co <co Li2 rn °C h < 0w �°-~ CO wzCC O CC W uj cc vJ„,., W 0 r (1) w co w w SCALE: 1/8'' =1'0” DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 01/29/18 BACKROUND PLAN PROVIDED BY: \0B NUMBER: 29135-1} SHEET FA -03 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved S1 (S15B-4 4-1-' . - S1 S15B-5 S16A- AUDI OR UM #-I i371 1 104 SEATS r iii Ij 75 -L ;l_J� _. l_. S S1-4- S1 14 3- A PRO J L.._.RS -_CTION C _IT CI— 5 OL 1 16A FLAG NOTES: MOVE EXISTING SPREKAER/STROBE UP TO 80 INCHES TO CENTER. 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GARCIA DESIGNED BY: T. QUAALE DATE: 01/29/18 BACKROUND PLAN PROVIDED BY: �0B NUMBER: 29135-1} C SHEET � FA -04} r FIRE ALARM SYSTEM TUKWILA, WASHINGTON e E SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET NUMBER SHEET TITLE SHEET SCALE FA -01 SYSTEM INFORMATION NOT TO SCALE FA -02 TYPICAL DETAILS - WIRING AND MOUNTING NOT TO SCALE FA -02A PANEL SCHEDULE NOT TO SCALE FA -03 SYSTEM CALCULATIONS (BATTERY & VOLTAGE DROP CALCS) NOT TO SCALE FA -03A SYSTEM CALCULATIONS (VOLTAGE DROP CALCS) NOT TO SCALE FA -04 LEVEL 3 WEST - FIRE ALARM PLAN 1/8" = 1'-0" FA -05 LEVEL 3 EAST - FIRE ALARM PLAN 1 /8" = 1'-0" FA -06 LEVEL 4 WEST - FIRE ALARM PLAN 1/8" = 1'-0" FA -07 LEVEL 4 EAST - FIRE ALARM PLAN 1/8" = 1'-0" FA -08 RISER DIAGRAM NOT TO SCALE WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHAT WIRE DESIGNATI❑N REV. BY: 0 m 0 # OF BACKROUND PLAN PROVIDED BY: JOB NUMBER• 54418 SYMBOL DESCRIPTION CONDUCTORS SIZE TYPE COLOR CODE C,W. CABLE PART # A DATA LINE -ADDRESSABLE LOOP 2 -TWISTED W/SHIELD 4416 FPL/FPLR +RED -BLK H DOOR HOLDER POWER - 24VDC 2 -NO TWIST NO SHIELD #14 FPLR +RED -BLK P DEVICE POWER - 24VDC 2 -NO TWIST NO SHIELD #16 FPLR +RED -BLK 01/23/08 B STROBE CIRCUIT 2 -TWISTED W/SHIELD #14 FPLR +RED -BLK S STROBE CIRCUIT 2 -TWISTED W/SHIELD #12 FPLR +RED -BLK 2 <<<<<) N ANNUNCIATOR 2 -TWISTED W/SHIELD 4416 FPLR +RED -BLK D SPEAKER CIRCUIT 2 -TWISTED NO SHIELD #14 FPLR +RED -BLK I REMOTE INDICATI❑N LIGHT TWISTED PAIR 4418 FPLR +RED -BLK X LOW LEVEL AUDIO 2 -TWISTED W/SHIELD #16 FPLR +RED -BLK DNET TWISTED PAIR #14 FPLR HNET TWISTED PAIR #14 FPLR VNET TWISTED PAIR #14 FPLR FNET TWISTED PAIR W/ SHIELD #14 FPLR • CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPIVENT) ARE NOT SUPPLIED BY SIEvIENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, &. OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g, FOR ADDITIONAL INSTALLATIO\ INSTRUCTIO\S, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COv1PLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE vIOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COv1PLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN ROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTI AND FREE OF SHORTS BETWEEN CONDUCTORS AND OT FINAL EQUIPMENT TRIM. \UOUS, FREE OF GROUND ER CIRCUITS PRIOR TO 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMA\ENT LABEL AT ALL DEVICES, JUNCTIO\ BOXES_ AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONvENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2002 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SANE CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2002 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAvIAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 1 1 7 5 26 1 69 21 1 SYMBOL DESCRIPTION MODEL MANUFACTURER BACK BOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP ANN FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP PS REMOTE BOOSTER POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP T -D INTERFACE MODULE HTRI-D DUAL INPUT SIEMENS 4S DEEP VERIFY IN FIELD S SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING S DUCT SMOKE SD DETECTOR AD -HR W/ SIEMENS HFP-11 DET DUCT HOUSING VERIFY IN FIELD FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM LTJ FIRE ALARM STROBE (WALL MOUNT) ST -MC -W SIEMENS 4S BOX 80" A.F.F. TO BOTTOM U.O.N. OF FIRE ALARM SPEAKER (CEILING MOUNT) SET SIEMENS 4S DEEP BOX CEILING W/ 1-1 /2" EXT. FIRE ALARM Y HORN STROBE WP (WEATHERPROOF) SET -30 -CR SIEMENS -WP FWB-1 1-1 /2" PIPE VERIFY IN FIELD FS WATER FLOW SWITCH F.B.O. F.B.O. F.B.O. VERIFY IN FIELD GS TAMPER SWITCH F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FATC FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD 0 JUNCTI❑N BOX F,B.O, F.B.❑, N/A VERIFY IN FIELD EX EXISTING N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A ACCEPTED p Wthout Cc rnmenti (� As Noted In Red Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is suhiect to errors and omis&ons which do not authorize violations of adopted stand,-: `os and ordinances. The responsibility for the adaq ; t of desi=gn rusts totally with the designer. Addition... deletions or revisions to these drawings after this .;.. :r this acceptance And will require a resin,: .�f : hI ed drawings for subsequent approval. Finalacctf..:77,,ce is subject to field test and inspection by The Tu1< i ::re Prevention Bureau. [Date:3 �`5_.0 By: s1( Copyright 2006 by Guardian Security Systems, 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. fUKWILA FIRE DEPARTMENt Please call: 575-440Z and give this job No. O ) and exact address for shut down or restoration approval] Inc. All Rights Reserved 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 c) z ) ) w tz W )J CJ :-.1 REV. BY: 0 m 0 DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER• 54418 DESCRIPTION SUBMITTED FOR APPROVAL W I- < Cf - 01/23/08 2 <<<<<) cr H J 41C :F. ,Y.L2 co w Z g �o ULu cc w= wQ � og Cn CD CO WU F._ E --a W 63: 0 0 W FE 'SCALE: NOT TO SCALE 1 DRAWN BY: V D.GARCIA n DESIGNED BY: R.VEZZANI k.c4, DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER• 54418 SHEET FA -01 HARD LID CEILING CEILI\G V 0 \T SOPA SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSI❑N CEILING MOUNTED SPEAKER/STROBE K - ST OBE VOU \TI DB -11 DETECTOR BASE USED WITH HFP-11 SMOKE DETECTOR, OR HFPT-11 THERMAL DETECTOR FROM PREVIOUS DEVICE TO NEXT DEVICE OR OR XLS LOOP F 1 h STOP IF LAST DEVICE TYPICAL SVO <E A\ .9 I I EAT 3ETPCTOW I\ G HAD LID 1 JUNCTION BOX MOUNTED ON CEILING FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT 0 TO NEXT DEVICE O O CADDY BAR SMOKE DETECTOR sv O<E of \— SUSPENDED ILLUMINATED CEILING 3ETECTOOJ \TING FROM EACP? C -1LI\G V CEILING TILE 0" \ TED SEA SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION -CEILING MOUNTED SPEAKER/STROBE NOTE: WATER FLOW SWITCH (W/F) MUST BE ON CIRCUIT ONE OF HTRI-D, TO NEXT ADDRESSABLE DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE END OF LINE DEVICE SUPERVISED SWITCH 0 GROUND 0 -0 Cu c E 0 HTRI-D 0 LED CO 0 VOL\TI\G 0 -NOT USED 0 3 I0 ALARM STROBE R 80" A.F.F. MANUAL PULL STATION 0 0 @48" TO PULL 1 0 4S DEEP BOX W/ OPTIONAL 1G RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING COMBINATION SPEAKERSTROBE R 80" A.F.F. 0 —— MANUAL PULL cl STATION O @48" TO PULL 1 0 4S DEEP BOX W/ 1-1/2" EXT RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS HEIGHT REQUIREMENTS PULL STATION — STROBE PULL STATION — SPEAKER/STROBE WALL VO \TED EIDE ALAN 3 -VICE 0.\TI\G EL -VATI O\ S ID CEILI \G) TO NEXT ADDRESSABLE DEVICE -` FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE END OF LINE DEVICE SUPERVISED SWITCH TYPICAL WHi\C E0. HT 3 END OF LINE DEVICE SUPERVISED SWITCH VO3JLE POWER SUPPLY 1 0 0 GND N AC 0 0 0 11 1L -1--i- 0 CO 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 0 0 0 0 0 0 0 24K POWER SUPPLY 2 0 GROUND 0 CN N) LO ® e 0 STATUS LED 0 00 0 0 0 TY� I C A L- WI \G EO 1 TO PRIMARY RECALL OR ALTERNATE RECALL V 03 LE 0 GND N AC 1111 0 0 0 11 L1 T T TT 0 PAD -3 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 0 0 0 0 0 0 0 24K 2 32 ? Si 2 54 53 TYPICAL_ WRAC TO TH POWER SUPDLY 8 OUTLET SAMPLING TUBE INLET SAMPLING TUBE AT LEAST SIX DUCT WIDTHS FROM BEND i TYDICAL V0„\ TAG F0AD— }CT 3ETECTO FROM XLS CONTROL PANEL OR f PREVIOUS ADDRESSABLE DEVICE L COMBINE ALL SHIELDS A ISOLATE FROM GROUNDING 0 GND N AC 181 0 0 0 L 1 L -1-T T T 0 PAD -3 0 I- I 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24K 1112 8 PAD -3 POWER SL ID DLII- S 516 2 515 V C94TVDCS TO NEXT DEVICE OR ,J STOP IF LAST DEVICE TYDICAL A3— NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OT USED H WRI \G Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved , S. 1743 1ST AVE. FAX (206) 628-4990 TEL. (206) 622-6545 I / I \L V 15.11 NO DATE DESCRIPTION REV. BY: 0 DESIGNED BY: R.VEZZAN I DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: r, I(1R MI IAARFP• Sal A 1 R I SUBMITTED FOR APPROVAL 101/23/08 <<<<<1._} 1.1.1 Q W- P' Z cc }¢� Y2 LL ��o � E5 O U� 2 � z= F..w cc OLLI 0 W og Q o cf) WU__I ~ F W J U "SCALE: NOT TO SCALE DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZAN I DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: r, I(1R MI IAARFP• Sal A 1 R I • SHEET L—. O O 0 0 0 0 0 O • I �raemt • I.7 t ■•t t rt rtrt LL I ll vim pm A .44.474 • O u, O 0 O TO PSC -12 ill DMG DATE: 01/23/08 A MUM mmm DESCRIPTION SUBMITTED FOR APPROVAL BTX -3 17 VCLT - SOA 01/23/08 BTX -3 17 VOLT - 59A- 0 <<<<< 2 0 a • o O O ii 9ii— 91 Vs O 11.,,C -ICT Om O•r Ora Ora Ora Orin Orr Mama • MC -C Om Oar Ora Ora Ora Ora Ora Davao. am em r_ DIC Om Orr Ora Ora Omega Om O.rt = _ (pe.�.w o...o. 7A0 Om O•a Ora 0" Ora Omr• Omi Comma -4O 7AC-40 Om Or Ora Ora Ora Mom Oma O.trm _ 0#1011111111 tlMttltl o3 A IiisitN M N A N I M H gI 00000000000000 00000000 �_I IFSOr m •r ra MOWra OM Wit •mr NOR O -ter OOP ONIM•' °'2 Or d: 00020. O.... ar ❑ 00O r it O.a.w • O.r.rr O� OM r Or. Ora Or O m 0 00 .. Orr Ora Orr O m 0 00 a . 0 0 0 0 0 0 O be+asrtasti 3 cert! IS OSE _ _ W M is ION • O O 0 0 0 0 0 O • I �raemt • I.7 t ■•t t rt rtrt LL I ll vim pm A .44.474 • O u, O 0 O TO PSC -12 CAR-? CD\TOL A\EL- Bnn00UDDIMODIEDIEfUfDLU11fU001101:1110110U0d0000UUDBUDO0000U000 onounnounnuonnunnnnnnnnnurinnunnnnunnnnnomounooppoon ODDUUODDDUDOBDBDUDUBUDDODBBDUDDBDDUDDDUU0000001MDDDDODBD BUBBDDUUUDUUDODUDBDBBBDDOBBDDUBUBUDUDBUDDBBBBBDDUDBDODODOD DQRTEna000UDUUUDBUUUUQUBDEINIEUUDDDUUUDDUUBUDB00U01111:1aa00 O SIEVE\S FireFinder CO CAB -2 \\E / O„TF300� Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST FAX (206) 628-4990 TEL. (206) 622-6545 7 _) 5 J J )t J J J i2 REV. BY: DMG DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: t ICI SII IAAIn-p•' AA 1 S2 DESCRIPTION SUBMITTED FOR APPROVAL BTX -3 17 VCLT - SOA 01/23/08 BTX -3 17 VOLT - 59A- 0 CAR-? CD\TOL A\EL- Bnn00UDDIMODIEDIEfUfDLU11fU001101:1110110U0d0000UUDBUDO0000U000 onounnounnuonnunnnnnnnnnurinnunnnnunnnnnomounooppoon ODDUUODDDUDOBDBDUDUBUDDODBBDUDDBDDUDDDUU0000001MDDDDODBD BUBBDDUUUDUUDODUDBDBBBDDOBBDDUBUBUDUDBUDDBBBBBDDUDBDODODOD DQRTEna000UDUUUDBUUUUQUBDEINIEUUDDDUUUDDUUBUDB00U01111:1aa00 O SIEVE\S FireFinder CO CAB -2 \\E / O„TF300� Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST FAX (206) 628-4990 TEL. (206) 622-6545 7 _) 5 J J )t J J J i2 REV. BY: DMG DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: t ICI SII IAAIn-p•' AA 1 S2 DESCRIPTION SUBMITTED FOR APPROVAL DATE 01/23/08 <<<<< 2 UJ J J 0 J Q 2 w cf) _ CC c>,5 wc7) 2 m zgaz U W = _ ,W� U 0 W og VJ o�-c �� W U ~ �a W}J).„ 'SCALE: NOT TO SCALE DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: t ICI SII IAAIn-p•' AA 1 S2 • SHEET FA -02A2 SIEMENS XLS BATTERY SIZE CALCULATION FORM 'AB -2 FACP PANEL - AMC THEATRE Module Quantity Standby 24 vdc Module/Cara Load Current Per Circuit End Of Line Device Current Device Current Total Standby 24 vdc Module Current AIC 0.15 0 0 0 CRC -6 Card CRC -6 # of relays 0.051 0 0 0.0205 0 DAC -NET 1 0.23 0 0 0.23 DLC Cards 1 0.145 0 0.145 Total Addressable Devices 33 0 0.0018 0.0594 DLC Cards 0.145 0 0 0 Future Addressable Devices 0 0.0018 0 PBA -1191 0 0.003 0 0 FCM-6 Card 0.014 0 0 Total # of LEDS 0 0.001 0 FMT Card 0.15 0 0 Active Handsets 0 0.03 0 LCM-8 Card 0.014 0 0 Total # of LEDS 0 0.001 0 LPB 0.1 0 0 0 LVM 0.025 0 0 0 NIC -C 1 0.12 0 0 0.12 OCM-16 Card 0.014 0 0 0 'Total # of LEDS 0 0.01 0 PMI 0.23 0 0 0 PMI -REM 0.23 0 0 0 PSC -12 Active relays 1 0.15 0 0.15 0 0.02 0 PSX-12 1 0.17 0 0 0.17 RNI 0.075 0 0 0 RPM 0.15 0 0 0 SCM -8 Card 0.014 0 0 0 Total # of LEDS 0 0.001 0 SIM -16 Card Supervised inputs Active relays 0.02 0 0.0012 0 0.01 0 SSD/SSD-C 1 0.2 0 0 0.2 TZC-8B 0.28 0 0 0 Active Zones 0.035 0 ZAC-40 Cards 2 0.15 0 0 0.3 # of EOLS 0.001 0 0 ZAM-180 Card # of EOLS 0.28 0 0 0 0.001 0 0 ZIC-8B ........................... 1 0.105 0 0 0.105 0.004 0 0 Total Sys. Current 1.4794 Engine Driven Generator -Total AH x4 5.9176 7.69288 NFPA Loc (72 A), Proprieta ry (72 D), UL 1076 Total AH x 24 Municipal Tie (72B) Remote Stat.(72C)UL 1076 Total x 60 FM App.Deluge/PreAction--Total AH x 90 35.5056 46.15728 88.764 115.3932 133.146 173.0898 xxxx RECOMMENDED MINIMUM BATTERY SIZE = 55.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x BATTERY SIZING CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS1 ( 3RD FLOOR ) Date Performed: 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 3 S/S: SET -MC 110 8 S/S: SET -MC 15 8 S/S: SET -MC 30 3 S/S: SET -MC 75 8 STR: ST -MC 15 1 STR: ST -MC 30 0. 0300 0, 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0300 0. 6990 0, 5120 0. 7840 0. 5250 0. 5520 0. 1110 Totals = 0. 0300 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 Amp*Hrs Total = Stand -By + Alarm = 0.72 + 0. 27 = 0. 99 AmpxHrs 3. 2130 Alarm Load = 3.2130 Amps Alarm Time = 5/60 Hrs. Alarm = Multiply by De -Rating Factor of 1.25 ---> 0. 27 Amp*Hrs 0. 99 x 1. 25 = 1. 23 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x MINIMUM BATTERY SIZE = 1.23 AmperexHours x x x xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x BATTERY SIZING CALCULATI❑N * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS5 ( 4TH FLOOR ) Date Performed: 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 12 S/S: SET -MC 110 12 S/S: SET -MC 15 2 S/S: SET -MC 30 1 S/S: SET -MC 75 1 STR: ST -MC 15 0. 0300 0, 0000 0. 0000 0. 0000 0. 0000 0, 0000 0, 0300 2. 7960 0. 7680 0, 1960 0. 1750 0. 0690 Tota is = 0. 0300 4. 0340 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 AmpxHrs Total = Stand -By + Alarm 0.72 + 0.34 1. 06 AmpxHrs Alarm Load = 4.0340 Amps Alarm Time = 5/60 Hrs. Alarm = 0.34 AmpxHrs Multiply by De -Rating Factor of 1.25 ---> 1. 06 x 1. 25 = 1.32 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x MINIMUM BATTERY SIZE = 1.32 AmperexHours x * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x BATTERY SIZING CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS2 ( 3RD FLOOR ) Date Performed: 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 2 S/S: SET -MC 110 13 S/S: SET -MC 15 5 S/S: SET -MC 30 1 S/S: SET -MC 75 1 S/S: SET30180CRWP 7 STR: ST -MC 15 1 STR: ST -MC 30 1 STR: ST -MC 75 0. 0300 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0300 0, 4660 0, 8320 0, 4900 0, 1750 0. 1460 0, 4830 0. 1110 0. 2000 Totals = 0. 0300 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 Amp*Hrs Total = Stand -By + Alarm = 0.72 + 0.24 = 0. 96 AmpxHrs Alarm Load = Alarm Time = 2. 9330 2. 9330 Amps 5/60 Hrs. Alarm = Multiply by De -Rating Factor of 1.25 ---> 0. 24 AmpxHrs 0. 96 x 1. 25 = 1. 21 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x MINIMUM BATTERY SIZE = 1.21 Ampere*Hours x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 Ampere*Hour xxxx xxxxXxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x BATTERY SIZING CALCULATION * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS6 ( 4TH FLOOR ) Date Performed: 02-22-2008 QTY. DEVICE NAME STD -BY( Amps) ALARM( Amps) 1 PAD -3: PAD -3 8 S/S: SET -MC 110 12 S/S: SET -MC 15 5 S/S: SET -MC 30 2 S/S: SET -MC 75 0, 0300 0. 0000 0. 0000 0. 0000 0. 0000 0. 0300 1, 8640 0. 7680 0. 4900 0. 3500 Totals = 0. 0300 3, 5020 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 AmpxHrs Total = Stand -By + Alarm 0. 72 + 0. 29 1. 01 Amp*Hrs Alarm Load = 3.5020 Amps Alarm Time = 5/60 Hrs. Alarm = 0.29 AmpxHrs Multiply by De -Rating Factor of 1.25 ---> 1. 01 x 1. 25 = 1. 26 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x. MINIMUM BATTERY SIZE = 1.26 Ampere*Hours NE X x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * x BATTERY SIZING CALCULATION x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Panel Location: Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. POWER SUPPLY PS3 ( 3RD FLOOR ) 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 2 S/S: SET -MC 110 8 S/S: SET -MC 15 3 S/S: SET -MC 30 6 STR: ST -MC 15 1 STR: ST -MC 75 0. 0300 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0300 0, 4660 0. 5120 0. 2940 0. 4140 0. 2000 Totals = 0. 0300 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 Amp*Hrs Total = Stand -By + Alarm = 0.72 + 0. 16 = 0. 88 AmpxHrs Alarm Load = Alarm Time = 1. 9160 1. 9160 Amps 5/60 Hrs. Alarm = 0.16 AmpxHrs Multiply by De -Rating Factor of 1. 25 ---> 0,88 x 1. 25 = 1. 10 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x x MINIMUM BATTERY SIZE = 1.10 Ampere*Hours x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 Ampere*Hour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x BATTERY SIZING CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Panel Location: Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. POWER SUPPLY PS7 ( 4TH FLOOR ) 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 4 S/S: SET -MC 110 1 S/S: SET -MC 15 20 S/S: SET -MC 75 0. 0300 0, 0000 0. 0000 0. 0000 0, 0300 0. 9320 0. 0640 3. 5000 Totals = 0.0300 4. 5260 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Alarm Load = 4.5260 Amps Alarm Time = 5/60 Hrs. Stand -By = 0.72 AmpxHrs Alarm = 0.38 AmpxHrs Total = Stand -By + Alarm 0.72 + 0.38 1. 10 AmpxHrs Multiply by De -Rating Factor of 1.25 ---> 1. 10 x 1.25 = 1.37 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x MINIMUM BATTERY SIZE = 1.37 AmperexHours x -x_ x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x BATTERY SIZING CALCULATION x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS4 ( 4TH FLOOR ) Date Performed: 02-22-2008 QTY, DEVICE NAME - ALARMCAms) STD BY C Am s) P P 1 PAD -3: PAD -3 3 S/S: SET -MC 15 4 S/S: SET -MC 30 23 S/S: SET -MC 75 0. 0300 0. 0000 0, 0000 0. 0000 0. 0300 0, 1920 0, 3920 4. 0250 Stand -By Load = Stand -By Time = Totals = 0. 0300 4.6390 0. 0300 Amps Alarm Load = 4. 6390 Amps 24 Hrs. Alarm Time = 5/60 Hrs. Stand -By = 0.72 AmpxHrs Alarm = 0.39 Amp*Hrs Total = Stand -By + Alarm = 0.72 + 0,39 = 1. 11 Amp*Hrs Multiply by De -Rating Factor of 1.25 ---> 1. 11 x 1.25 =. 1. 38 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x MINIMUM BATTERY SIZE = 1.38 AmperexHours x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx BATTERY CALCULATIONS xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x NE x WORST CASE VOLTAGE DROP CALCULATI❑N x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit:SIGNALING CIRCUIT S1 ( 3RD FLOOR ) Date Performed: 02-21-2008 1 S/S: 2 S/S: 2 S/S: 2 S/S: 2 STR: 1 STR: SET -MC 110 SET -MC 15 SET -MC 30 SET -MC 75 ST -MC 15 ST -MC 30 at at at at at at 0. 2330 0. 0640 0. 0980 0. 1750 0. 0690 0. 1110 Amps Amps Amps Amps Amps Amps each = each = each = each = each = each = 0. 2330 Amps 0. 1280 Amps 0, 1960 Amps 0. 3500 Amps 0. 1380 Amps 0, 1110 Amps Circuit Length = Circuit Load = Voltage Drop = Voltage Drop = Total = 1.1560 Amps 394 Ft to End Wire Size = #12 AWG 1. 1560 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 C (Circular Mils) x (Volts) 1. 1560 ) x ( 394 ) x 21. 6 C 6530 ) x ( 24. 0) Voltage Drop = 6.28% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 6.28% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx NE 100% x 100% xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x WORST CASE VOLTAGE DROP CALCULATION x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit: Date Performed: 5 2 3 S/S: S/S: STR: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. SIGNALING CIRCUIT S6 ( 3RD FLOOR ) 02-21-2008 SET -MC 15 SET -MC 30 ST -MC 15 at at at 0. 0640 Amps each = 0. 3200 Amps 0. 0980 Amps each = 0. 1960 Amps 0. 0690 Amps each = 0. 2070 Amps Circuit Length = 871 Ft to End Circuit Load = 0.7230 Amps Total = 0.7230 Amps Wire Size = #12 AWG Voltage = 24.0 Volts (Ckt Load) x (Ckt Length) x 21. 6 Voltage Drop = x 100% (Circular MI ls) x (Volts) ( 0.7230) x( 871 ) x21.6 Voltage Drop = x 100% C 6530 ) x ( 24.0) Voltage Drop = 8.68% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x VOLTAGE DROP = 8.68% x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxWxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x * x WORST CASE VOLTAGE DROP CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S2 ( 3RD FLOOR ) Date Performed: 02-21-2008 3 S/S: SET -MC 15 4 S/S: SET -MC 30 3 STR: ST -MC 15 at at at 0. 0640 Amps each = 0. 1920 Amps 0. 0980 Amps each = 0. 3920 Amps 0. 0690 Amps each = 0. 2070 Amps Total = 0. 7910 Amps Circuit Length = 821 Ft to End Wire Size = #12 AWG Circuit Load = 0.7910 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 7910 ) x ( 821 ) x 21. 6 Voltage Drop = x 100% C 6530 ) x ( 24.0) Voltage Drop = - 8.95% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 8.95% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD S❑UTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S7 ( 3RD FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 110 3 S/S: SET -MC 15 2 S/S: SET -MC 30 3 STR: ST -MC 15 at at at at 0. 2330 0, 0640 0. 0980 0. 0690 Amps each Amps each Amps each Amps each = 0. 4660 Amps = 0. 1920 Amps = 0. 1960 Amps = 0. 2070 Amps Total = 1.0610 Amps Circuit Length = 679 Ft to End . Wire Size = #12 AWG Circuit Load = 1.0610 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 0610 ) x ( 679 ) x 21. 6 Voltage Drop = x 100% ( 6530 ) x ( 24. 0) Voltage Drop = 9.93% xxxxxxxxxxxxxxxxxxxxxxxxxxx * x x VOLTAGE DROP = 9.93% x x * xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATI❑N x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S3 ( 3RD FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 15 2 S/S: SET -MC 30 2 STR: ST -MC 15 at at at 0. 0640 Amps each = 0. 1280 Amps 0. 0980 Amps each = 0. 1960 Amps 0. 0690 Amps each = 0. 1380 Amps Circuit Length = 459 Ft to End Circuit Load = 0.4620 Amps Total = 0.4620 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 4620 ) x ( 459 ) x 21. 6 Voltage Drop = x 100% C 4110 ) x ( 24.0) Voltage Drop = 4.64% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 4.64% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATI❑N x x * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S8 ( 3RD FLOOR ) Date Performed: 02-21-2008 5 S/S: SET -MC 15 1 S/S: SET -MC 30 3 STR: ST -MC 15 1 STR: ST -MC 75 at at at at 0. 0640 Amps 0. 0980 Amps 0. 0690 Amps 0. 2000 Amps each = each = each = each = 0. 3200 Amps 0. 0980 Amps 0. 2070 Amps 0. 2000 Amps Total = 0.8250 Amps Circuit Length = 749 Ft to End Wire Size = #12 AWG Circuit Load = 0.8250 Amps Voltage = 24. 0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 8250 ) x ( 749 ) x 21. 6 Voltage Drop = x 100% C 6530 ) x ( 24, 0) Voltage Drop = 8.52% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 8.52% x x * xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxx.xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S3A ( 3RD FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 110 1 S/S: SET -MC 15 2 S/S: SET -MC 75 1 STR: ST -MC 15 at at at at 0. 2330 Amps each 0. 0640 Amps each 0. 1750 Amps each 0. 0690 Amps each = 0. 4660 = 0. 0640 0. 3500 = 0. 0690 Amps Amps Amps Amps Total = 0.9490 Amps Circuit Length = 409 Ft to End Wire Size = #14 AWG Circuit Load = 0.9490 Amps Voltage = 24.0 Volts (Ckt, Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 9490 ) x ( 409 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 8,50% xxxxxxxxxxxxxxxxxxxxxxxxx** x * x VOLTAGE DROP = 8.50% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit: Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. SIGNALING CIRCUIT S9 ( 4TH FLLOR ) 02-21-2008 1 S/S: SET -MC 15 2 S/S: SET -MC 30 7 S/S: SET -MC 75 at at at 0.0640 Amps each = 0.0640 0.0980 Amps each = 0. 1960 O. 1750 Amps each = L2250 Amps Amps Amps Total = L 4850 Amps Circuit Length = 305 Ft to End Wire Size = #14 AWG Circuit Load = L 4850 Amps Voltage = 24,0 Volts (Ckt, Load) x (Ckt Length) NE 21.6 Voltage Drop - NE 100% (Circular Mils) x (VOts) Voltage Drop - Voltage Drop = 9.92% XXXXXXXXXXXXXXXXXXWXXXXXXXX NE VOLTAGE DROP = 9.92% x * xxxxxxxxxxxxxxxxxxxxxxxxxxx WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWXXXXXXXXXX WORST CASE VOLTAGE DROP CALCULATION XXXXXXXXXXXXXXXXXXXWXXXXWWWXXXXXXXXXXXXXXXXXXXXXXXXWXXXXXXXXXW Job Namo WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. L Circuit SIGNALING CIRCUIT S4 ( 3RD FLOOR ) Date Performed: 02-21-2008 1 S/S1 SET -MC 30 3 STRI ST -MC 15 1 STR: ST -MC 75 at at at at 0. 0640 Amps 0. 0980 Amps 0. 0690 Amps 0, 2000 Amps each = each = each = each = a 3200 Amps a 0980 Amps a 2070 Amps a 2000 Amps Circuit Length = 662 Ft to End Circuit Load = 0,8250 Amps Wire Size = #12 AWG Voltage = 24. 0 Volts (Ckt Load) x (Ckt. Length) x 2L 6 Voltage Drop = w 100% (Circular Mils) NE (Volts) Voltage Drop = NE 100% Voltage Drop = 7.53% xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxx * WORST CASE VOLTAGE DROP CALCULATION xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. L Circuit: SIGNALING CIRCUIT S9A ( 4TH FLOOR ) Date Performed: 02-21-2008 1 S/S: SET -MC 30 at 0,0980 Amps each = 0,0980 Amps 6 S/S: SET -MC 75 at 0.1750 Amps each = L 0500 Amps Total = L 1480 Amps Circuit Length = 386 Ft to End Wire Size = #14 AWG Circuit Load = 1. 1480 Amps Voltage = 24.0 Volts (Ckt, Load) x (Ckt Length) x 21,6 Voltage Drop - NE 100% (Circular Mils) x (Volts) Voltage Drop = x 100% Voltage Drop = 9.70% xxxxxxxxxxxxxxxxxxxxxxxxxxx WORST CASE VOLTAGE DROP CALCULATION XXXXWXXXXXXXXWXXXXXXXXXXXXXXXXXXXXXWXXXWXXXXXXXXXXXXXXWXXXXXXW Job Name: Circuit Date Performeth WESTFIELD SOUTHCENTER MALL - AMC THEATRE SIGNALING CIRCUIT S5 ( 3RD FLOOR ) 02-22-2008 0.2330 Amps 0,0640 Amps 0. 0980 Amps O. 1460 Amps each each each each = 0.4660 Amps = 0.0640 Amps = 0,0980 Amps Total = 0.7740 Amps Circuit Length = 433 Ft to End Wire Size = #14 AWG Circuit Load = O. 7740 Amps Voltage = 24.0 Volts Voltage Drop - Voltage Drop = Length) x 21.6 (Circular Mils) x (Volts) 4110 Voltage Drop = 7,34% xxxxxxxxxxxxxxxxxxxxxxxxxxx x 100% x 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX WORST CASE VOLTAGE DROP CALCULATION XXXXXXXXXWWXXXXXWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE L L Circuit SIGNALING CIRCUIT S10 ( 4TH FLOOR ) Date Performeth 02-21-2008 1 S/a SET -MC 15 1 S/a SET -MC 30 at at at a 0640 Amps each = 0.0980 Amps each = 0.1750 Amps each = 0.0640 Amps 0.0980 Amps a 8750 Amps Total = L 0370 Amps Circuit Length = 266 Ft to End Wire Size = #14 AWG Circuit Load = L 0370 Amps Voltage = 24,0 Volts (Ckt. Load) x (Ckt. Length) x 21,6 Voltage Drop - NE 100% (Circular Mils) x (Volts) Voltage Drop - x 100% Voltage Drop = 6.04% XXXXXXXXXXXXXWXXXXXXXXXXXXX NE VOLTAGE DROP = 6.04% * WORST CASE VOLTAGE DROP CALCULATION XXWXXXXXXXXXXXXXWXXXXXXXXXXXXXXXXXXXXXXXXXXWWWWXXXXXXXXXXXXXXX Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE 1% L Circuit SIGNALING CIRCUIT S5A ( 3RD FLOOR ) Date Performed: 02-22-2008 2 S/S: 1 STR: 1 STR: SET -MC 15 SET -MC 30 SET -MC 75 ST -MC 15 ST -MC 30 at at at at at 0.0640 Amps each 0,0980 Amps each 0. 1750 Amps each 0.0690 Amps each O. 1110 Amps each = 0. 1280 = 0. 0980 = 0. 1750 Amps Amps Amps Amps Amps Total = 0.5810 Amps Circuit Length = 544 Ft to End Wire Size = #14 AWG Circuit Load = 0.5810 Amps Voltage = 24. 0 Volts (Ckt. Load) x (Ckt Length) x 21.6 Voltage Drop = x 100% (Circular Mils) x (Volts) Voltage Drop = x 100% Voltage Drop = 6.92% NE VOLTAGE DROP = 6.92% XXXXXXWWWWXWWWWWWXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXWXXXXXXXXXXXWXXXWXXXXXXXXXXXXXXXXXX * WORST CASE VOLTAGE DROP CALCULATION Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. L Circuit SIGNALING CIRCUIT SlOA ( 4TH FLOOR ) Date Performed( 02-21-2008 1 S/S: SET -MC 15 at 0.0640 Amps each = 0. 0640 Amps 5 S/S: SET -MC 75 at 0. 1750 Amps each = 0,8750 Amps Total = 09390 Amps Circuit Length = 307 Ft to End Wire Size = #14 AWG Circuit Load = 0.9390 Amps Voltage = 24, 0 Volts (Ckt. Load) NE (Ckt. Length) x 21,6 Voltage Drop - x 100% (Circular Mils) x (Volts) Voltage Drop = X 100% Voltage Drop = 6.31% XXXXXWWWWWWWXXXXXXXXXXXXXXX xxxxxxxxxxxxxxxxxxxxxxxxxxx LLI CO 1±7 cn FAX (206) 628-4990 TEL. (206) 622-6545 5 ] ) C J J REV. BY: DMG DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: DESCRIPTION SUBMITTED FOR APPROVAL DATE 01/23/08 2 <<<<< • Liu Can LT. 0 co 03 ccz reco LU LUZ z= wcp., cc m>. CO CO D 0 /SUALL: NOT TO SCALE 1 DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: VOLTAGE DROP CALCULATIONS (STROBE CIRCUITS) Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1 SHEET FA -03 ,,,/ xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x xxxxxxxxxx xxx xx xxxxxxxxxx xx xxx x x WORST CASE VOLTAGE DROP CALCULATI❑N x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER-AMC THEATRE T. I. MALL AM Circuit: SIGNALING CIRCUIT S11 ( 4TH FLOOR ) Date Performed: 02-21-2008 4 S/S; SET -MC 110 3 S/S; SET -MC 15 1 S/S; SET -MC 30 at at at 0. 2330 Amps each = 0. 9320 Amps s P 0. 0640 Amps each = 0. 1920 Amps 0. 0980 Amps each = 0. 0980 Amps Circuit Length = 288 Ft to End Circuit Load = 1.2220 Amps Total = 1, 2220 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) Voltage Drop = ( 1. 2220 ) x ( 288 ) x 21. 6 C 4110 ) x ( 24,0) Voltage Drop = 7.71% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 7. 71% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx WWWKWAXAAAXAMOKAAAAAWAXXXWAWAWAXAWAWAXXAWAXAWAXXXXXXXAWAXXXXXXX x x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit; Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. SIGNALING CIRCUIT S11A ( 4TH FLOOR ) 02-21-2008 /S: SET -MC 15 at 0. 0640 Amps each = 0. 5120 Amps 8 Sp 1 S/S: SET -MC 75 at 0, 1750 Amps each = 0, 1750 Amps Circuit Length = 188 Ft to End Circuit Load = 0,6870 Amps Total = 0. 6870 Amps Wire Size = #14 AWG Voltage = 24,0 Volts (Ckt. Load) x (Ckt. Length) x 21.6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 6870 ) x ( 188 ) x 21. 6 Voltage Drop = x 100% NE 100% ( 4110 ) x ( 24,0) Voltage Drop = 2.83% xxxxxxxxxxxxxxxxxxxxxxxxxxx x * x VOLTAGE DROP = 2.83% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx iExxxxxxxxxxxxxxxxxxxxxxxxxxxxxx3EiExx3Ex3ExxxXXWAxxxxxiEx3Exxxxxxx3Ex x x WORST CASE VOLTAGE DROP CALCULATION x x x x xxxxxxxxNNNENNNNNNNNNENNNNNNNNNNNExxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. 'Circuit: SIGNALING CIRCUIT S15 ( 4TH FLOOR ) Date Performed: 02-22-2008 4 S/S: SET -MC 110 at 0. 2330 Amps each = 0. 9320 Amps Total = 0.9320 Amps Circuit Length = 333 Ft to End Wire Size = #14 AWG Circuit Load = 0. 9320 Amps Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 9320 ) x ( 333 ) x 21,6 Voltage Drop = x 100% ( 4110 ) x ( 24,0) Voltage Drop = 6.80% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 6.80% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxiExxxxEx3E3Exxxxxxxxxxxxxxxxx3EN31E*xxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x X x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S15A ( 4TH FLOOR ) Date Performed: 02-22-2008 4 S/S: SET -MC 110 at 0,2330 Amps each = 0. 9320 Amps 2 S/S: SET -MC 75 at 0, 1750 Amps each = 0. 3500 Amps Circuit Length = 480 Ft to End Circuit Load = 1.2820 Amps Total = 1, 2820 Amps Wire Size = #12 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt. Length) x 21.6 Voltage Drop = x 100% (Circular Mils) x (Volts) Voltage Drop = ( 1. 2820 ) x ( 480 ) x 21. 6 C 6530 ) x ( 24.0) Voltage Drop = 8.48% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 8.48% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx XXXXXXWAXWAWAXXXXXXXXXXXXXXXXXXWAAAWAXXXXXXXXXWAXXXWAXXXXXXXXX X x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x 31E*xxxxxx3ExNNNE31E31Exxx31E*xxxxxx31E*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I, Circuit: SIGNALING CIRCUIT S12 ( 4TH FLOOR ) Date Performed: 02-21-2008 4 S/S; SET -MC 110 at 0. 2330 Amps each = 0, 9320 Amps 1 S/S: SET -MC 30 at 0.0980 Amps each = 0,0980 Amps Total = 1.0300 Amps Circuit Length = 214 Ft to End Wire Size = #14 AWG Circuit Load = 1.0300 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 0300 ) x ( 214 ) x 21,6 Voltage Drop = x 100% C 4110 ) x ( 24. 0) Voltage Drop = 4.83% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 4. 83% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx WAXAWAWAXXXXXXXAWAXWAAAAAAWAXXXXXWAWWWWAXAAAWAAAAWAXAAWAXXXXAA x x x WORST CASE VOLTAGE DROP CALCULATION x A x XWAXXXXXXXXXXXXXXXXXXXWAXWAAAAXXXXXXXXXXXWAXWAAAAWAWAAAAAXAWAX Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S153 ( 4TH FLOOR ) Date Performed: 02-22-2008 5 S/S: SET -MC 75 at 0.1750 Amps each = 0.8750 Amps Total = 0.8750 Amps Circuit Length = 463 Ft to End Wire Size = #14 AWG Circuit Load = 0. 8750 Amps Voltage = 24 0 Volts (Ckt, Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 8750 ) x ( 463 ) x 21. 6 Voltage Drop = x 100% x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 8.87% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x VOLTAGE DROP = 8. 87% x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx A x x WORST CASE VOLTAGE DROP CALCULATION x x *NENxxxx3ENxxxxxxxxxxxxxxxxxxxxxxxx3ENxxxxxxxxxxxxxxxxxxxxxxx3ENxx Job Name: Circuit; Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I, SIGNALING CIRCUIT S12A ( 4TH FLOOR ) 02-21-2008 4 S/S: SET -MC 110 1 S/S: SET -MC 15 1 STR: ST -MC 15 at at at 0. 2330 Amps each = 0,0640 Amps each = 0. 0690 Amps each = 0. 9320 Amps 0. 0640 Amps 0. 0690 Amps Total = 1.0650 Amps Circuit Length = 304 Ft to End Wire Size = #14 AWG Circuit Load = 1.0650 Amps ;Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1, 0650 ) x ( 304 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24.0) Voltage Drop = 7.09% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 7.09% x x xxxxxxxxxxxxxxxxxxxxxxxxxxx x xxx xxxx 3E31Exxxx 3ENxx x 31ENE Ex NNNN NNNXX x3Ex xxxx3E3ENN xxxxxxxx xxx*NN NE Exxx x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxx3Exxxxx3Exxxxxx3EN31E;Exxxxxxx3E*N*xxxxxxxxxxxxxxx31 NENE E Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S16 ( 4TH FLOOR ) Date Performed: 02-22-2008 1 S/S: SET -MC 15 at 0.0640 Amps each = 0.0640 Amps 7 S/S: SET -MC 75 at 0.1750 Amps each = 1.2250 Amps Total = 1.2890 Amps Circuit Length = 502 Ft to End Wire Size = #12 AWG Circuit Load = 1.2890 Amps Voltage = 24.0 Volts (Ckt. Load) NE (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 2890 ) x ( 502 ) x 21. 6 Voltage Drop = x 100% C 6530 ) x ( 24. 0) Voltage Drop = 8.92% XXXXNNENNNNNNNNExxxxxxxxxxxx x x x VOLTAGE DROP = 8.92% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx AWANEXNENENENE*NENENENENENNEXXXWAXNENE*NE*NENE*NE**NENE*NE*NENE**NENENENENNNENENENENENENENENENENENENE X x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxNExxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER E MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S13 ( 4TH FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 110 10 S/S: SET -MC 15 1 S/S: SET -MC 30 1 S/S; SET -MC 75 at at at at 0, 2330 Amps 0. 0640 Amps 0. 0980 Amps 0. 1750 Amps each = each = each = each = 0. 4660 Amps 0. 6400 Amps 0. 0980 Amps 0. 1750 Amps Circuit Length = 505 Ft to End Circuit Load = 1.3790 Amps Total = 1.3790 Amps Wire Size = #12 AWG Voltage = 24,0 Volts (Ckt. Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 3790 ) x ( 505 ) x 21, 6 Voltage Drop = x 100% ( 6530 ) x ( 24. 0) Voltage Drop = 9.60% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 9.60% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxNNNNNNNNxxxxxxxxxxxxxxx3E31Exxxxxxxx31E31:xxxxxx3ENNxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION X x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*NNNNNNNNExx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S16A ( 4TH FLOOR ) Date Performed: 02-22-2008 6 S/S: SET -MC 75 at 0. 1750 Amps each = 1. 0500 Amps Total = 1,0500 Amps Circuit Length = 552 Ft to End Wire Size = #12 AWG Circuit Load = 1.0500 Amps Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 0500 ) x ( 552 ) x 21. 6 Voltage Drop = x 100% ( 6530 ) x ( 24. 0) Voltage Drop = 7,99% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x NE VOLTAGE DROP = 7.99% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxNNNNNNNNNNNExxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x A x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: 'WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S14 ( 4TH FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 15 4 S/S: SET -MC 30 1 S/S: SET -MC 75 at at at 0. 0640 Amps each = 0. 1280 Amps 0. 0980 Amps each = 0. 3920 Amps 0, 1750 Amps each = 0. 1750 Amps Total = 0. 6950 Amps Circuit Length = 405 Ft to End Wire Size = #14 AWG Circuit Load = 0.6950 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular. Mils) x (Volts) Voltage Drop = ( 0. 6950 ) x ( 405 ) x 21. 6 ( 4110 ) x ( 24.0) Voltage Drop = 6. 16% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x A VOLTAGE DROP = 6,16% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit: Date Performed; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. SIGNALING CIRCUIT S14A ( 4TH FLOOR ) 02-21-2008 2 S/S; SET -MC 110 at 0. 2330 Amps each = 0. 4660 Amps 4 S/S: SET -MC 30 at 0, 0980 Amps each = 0. 3920 Amps Total = 0. 8580 Amps Circuit Length = 500 Ft to End Wire Size = #14 AWG Circuit Load = 0. 8580 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 8580 ) x ( 500 ) x 21. 6 Voltage Drop = x 100% x 100% ( 4110 ) x ( 24,0) Voltage Drop = 9,39% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 9.39% x x x xxxx**NExxxxxxxxxxxxxxxxxxxx VOLTAGE DROP CALCULATIONS (STROBE CIRCUITS xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x x WORST CASE VOLTAGE DROP CALCULATION x x NE xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I Circuit' SPEAKER CIRCUIT V1 Date Performed: 02-25-2008 16 SPK: 70. 7V 1/4W at 0. 0035 Amps each = 0. 0566 Amps Total = 0. 0566 Amps Circuit Length = 1,280 Ft to.End Wire Size = #14 AWG Circuit Load = 0,0566 Amps Voltage = 24.0 Volts Voltage Drop (Ckt. Load) x (Ckt. Length) NE 21,6 (Circular Mils) x (Volts) ( 0. 0566 ) x ( 1,280 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 1,59% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 1.59% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx x 100% xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx A x WORST CASE VOLTAGE DROP CALCULATI❑N x X x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit; Date Performed; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V5 02-25-2008 26 SPK: 70.7V 1/4W at 0. 0035 Amps each = 0. 0919 Amps Circuit Length = 846 Ft to End Circuit Load = 0,0919 Amps Total = 0. 0919 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt. Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0,0919 ) x ( 846 ) x 21. 6 Voltage Drop = x 100% 4110 ) x ( 24.0) Voltage Drop = 1.70% xxxxxxxxxxxxxxxxxxxxxxxxxxx x VOLTAGE DROP = 1.70% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x x WORST CASE VOLTAGE DROP CALCULATI❑N x NE x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit: Date Performed' WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V2 02-25-2008 15 SPK: 70. 7V 1/4W at 0, 0035 Amps each = 0. 0530 Amps Circuit Length = 816 Ft to End Circuit Load = 0.0530 Amps Total = 0.0530 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 0530 ) x ( 816 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 0, 95% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 0.95% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit; Date Performed; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V6 02-25-2008 31 SPK: 70, 7V 1/4W at 0. 0035 Amps each = 0. 1096 Amps Circuit Length = 1,080 Ft to End Circuit Load = 0.1096 Amps Total = 0. 1096 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 1096 ) x ( 1,080 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 2.59% xxxxxxxxxxxxxxxxxxxxxxxxxxx A x x VOLTAGE DROP = 2.59% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx)NNNNNExxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x A x NNNNxxxxxxxxxxxxxxxxxxxxxxxxxxxxx3lExxxxxxxxxxxxxxxxxxxxxxxxNEN31Ex Job Name; Circuit; Date Performed' WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V3 02-25-2008 14 SPK; 70, 7V 1/4W at 0. 0035 Amps each = 0,0495 Amps Circuit Length = 1,135 Ft to End Circuit Load = 0.0495 Amps Total = 0.0495 Amps Wire Size = #14 AWG Voltage = 24,0 Volts (Ckt, Load) x (Ckt. Length) x 21,6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 0495 ) x ( 1,135 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24.0) Voltage Drop = 1.23% xxxxxxxxxxxxxxxxxxxxxxxxxxx X x x VOLTAGE DROP = 1.23% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx NNNNENNNNENNENExxxxxxxxxxxxxxxxxxxxxxxxxxx*NNNNNNNNNExxxxxxxxxxxxxx A x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name; Circuit: Date Performed; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V7 02-25-2008 28 SPK; 70. 7V 1/4W at 0,0035 Amps each = 0. 0990 Amps Circuit Length = 1,186 Ft to End Circuit Load = 0.0990 Amps Total = 0. 0990 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21.6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0,0990 ) x ( 1,186 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24.0) Voltage Drop = 2,57% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 2.57% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x NENMExxxxxxxxxxxxxxxxxxxxxxxxNNNNNNNNNNNExxxxxxxxxxxxxxxxxxxxxxxx Job Name; Circuit; Date Performed' WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V4 02-25-2008 20 SPK: 70, 7V 1/4W at 0. 0035 Amps each = 0. 0707 Amps Circuit Length = 1,156 Ft to End Circuit Load = 0,0707 Amps Voltage Drop Total = 0, 0707 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt. Length) x 21. 6 x 100% (Circular Mils) x (Volts) ( 0. 0707 ) x ( 1,156 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24.0) Voltage Drop = 1. 79% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 1.79% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*NExxxxxxxxxxxxxxxx x WORST CASE VOLTAGE DROP CALCULATI❑N x x xxxxxxxxxxxxxxxxxxxNXNNNExExxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I Circuit: SPEAKER CIRCUIT V8 Date Performed; 02-25-2008 29 SPK; 70. 7V 1/4W at 0,0035 Amps each = 0. 1025 Amps Circuit Length = 1,124 Ft to End Circuit Load = 0.1025 Amps Total = Wire Size Voltage 0. 1025 Amps = #14 AWG = 24,0 Volts (Ckt, Load) x (Ckt. Length) x 21,6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 1025 ) x ( 1,124 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24 0) Voltage Drop = 2. 52% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 2.52% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx I•r) CO CS FAX (206) 628-4990 TEL. (206) 622-6545 7 _5 7 J 47.J ) J J J REV. BY: (0 M 0 DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: Inn RII IAAIOrg• CA A IQ DESCRIPTION SUBMITTED FOR APPROVAL DATE 01/23/08 z <<<<<) F IUMENI Q 2 2 W- u) co Co Cr c>,-) LU T F-1" cr cc T < cr0 I z5 i- w ; Q T cc ODw O_ C� - CO M WU Q F- C,) co a) 'SUALL: NOT TO SCALE DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: Inn RII IAAIOrg• CA A IQ VOLTAGE DROP CALCULATIONS (SPEAKER CIRCUITS) Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved SHEET FA -03A} {.; 8,213-' S3A-5 f�l A. #2 EXI i 5331 F \ '\ ` \\ . \ \ \\ \\ \ t\ \ \-- \ ; \\ \y c , \ \\1 \\ ` \ \�, i \�, s\ \-(''s'�\�\ \\1 \ 1y ,, ?\ ,\ i , i ...„..2,7?„, i, ' �; ; `l 2, , , li \i1 it, ;\\Ti r\i {\' ''''''..:(7:-:::*--- te' \\, ',`) t� 1 ' it i i ` 11 1 ) is i l' r1 Li I. . :I -" I ii, .+' `"^^'. ! jj j !) t \• '1 - ;1 1,, i I I i 15 B,2D S3A-4 ---- AUDITORIUM 02 338; 299 SEATS I\ r 110 CONC STOR Oil• 342 B,2D A. #3 EXI 15 ? 332 S3— A. 3— F $,2D 15 \ . \ may, `\\ S:' AUDITORIUM 03 1 331; 220 SEATS ter\ i/i / /J /' ` /� 1 /; ;/ / / / ; / / % / / ;/ ,/ /' i / / // l / / .4 / / F B,2D 1.0 F Q B,2D B,2D —B,2D V 0 6" 0 C7 0 C-3 A S3 D,2D A 110 S3A-1 110 A 2B,D A J JAN ) 340 J B,2D 0 \. 3s A. s2 ENT. HALL 1-3415131 PASS ELEV. 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BY: DMG DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: DESCRIPTION SUBMITTED FOR APPROVAL DATE 01/23/08 2<<<<< 2 [LI cr) co c>,3 ie -c co ,111 2 "1-g- < crit F-- "Pc 1.7c' FS 0 F wcy) , Cf) F— (/) LLJ LLI SHEET FA -04,} DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: SHEET FA -04,} co st 4 e • AUDITORIUM #12 356, 104 SEATS \ f'^ XlY ‘,'ZCYSC2X'{CX-LRY'l-C;[ YY_CY9YX- CXCS.:' •SC .\'X2XZ X FGA Pya?a w 10 to, ZSXICXICYT-CXR X,C.,XXRXXRX7(t?, C>"L..X•I_:XF,Xl_CXRXXRXX..XYi :".4 E0-1 y - SB AUDITORIUM #13 359! 144 SEATS --- f 1,0 S8- 30 6 2S,2D a • -01 S8 3 ,' 3r --J I -- S8-8 /--\ 15 F �1- A. #12 ENT. 355 S;D 15 A. all ENT. 352'; S,D 15 \ \\ ` `\ _. \% t r' AUDITORIUM #11 351 220 SEATS \` . I '; A EO1 S7-1:0 A. #11 EXIT 350, S,2D 15 F S7-9_ AUDITORIUM #10 299 SEATS cr— /11 S,2D 67L- 2S,2D 5 2S, S8- 15 ;o --2S, \. 15 AUDITORIUM #14 1363' 170 SEATS if -- ----,4 f -- 6-5 1 ',\ _ a .,. i ;__ - ; _` -x- y'}i \I \ n '1 \5v I\ fih -ti' I` •\ $,2D i' - D '\.' \\ \\ A 1441 4.. 0 / 58-8 = — ���' —25;2D . .../'------ ' /. / S8 ;2 i / VENDING I 361 0 30 75 TO FATC ROTUNDA TO FATC OL S5A 15 15 F S6— AUDITORIUM #15 [367 144 SEATS Ar AUDITORIUM #16 104 SEATS / 15 Eat V4 I- LLB 2D SiD CD crt 30 S5A-4 15 ric 0 STOR. i 375 FS T -D 5 30 Icsj los] TO SW2 F/0 SW2C /S FATC MENS 373 I WOMENS 363 347 I S7- S7-5 15 .24 (!) S7-2 342 SECURE STORAGE I 344 STOR cD S,D 110 1 10 1 MI "Ils cl 0 TO FATC 1 1 375 1 .60 5A-3 A-2 B,2D I 377 I S5-4 15 CORRIDOR S.D S6-6 15 ri 3 ARCADE CO 2 1 - ES as • • 11= ME La 3 CO s- ett 0 all lila IR ifI ARM F 1112 =1 LE all =01 5 EOL S5 .457 WP MATO! !LINE FA -OS Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RFI FACF/RF1/ICInKIC LU FAX (206) 628-4990 TEL. (206) 622-6545 I .L1-1-/'1VLA, I \L. V IVI VI IV NO DATE DESCRIPTION REV. BY: o a DESIGNED BY: R.VEZZANI DATE: 01 /23/08 BACKROUND PLAN PROVIDED BY: SUBMITTED FOR APPROVAL 01/23/08 ««< 1-11 Cf) co c>ii LU 2 cc z CC CC EE z I— ' 1-6-1 g't) PEI 0 1.— I- 0 Cc?) co cf) UM= egl co • SHEET FA -05 DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01 /23/08 BACKROUND PLAN PROVIDED BY: • SHEET FA -05 S S15 I • S14 ( AUDITORIUM #12 3561 104 SEATS PROJECTION BOOTH I B,2D TO Pyr B-2 S15B— B,D S15B-4 75 AUDITORIUM #13 353 144 B --- - - t 4 f)^1 _•� r ---- .14 S15B-5 Eat, 5158 K • 4i_ A 11 1'A , C_ S14 6 30 :4iU B,2D r" -,-i__ Jr- FPB S,D AUDITORIUM g114 363 170 SEATS • 7T fir /911 B `__• �r ..14-- - o / = -- --it� ' -00 -15 S,D \ ' [\\ 1\\\7 ,41 L. Jdam.. S,D-1 • {} A PROJECTION DC n„ ,P— 30 S14-5 431 cht y __,��! L. 30 S14-4 A �I) 11 b 1 t1 1� \) \. 0I I ti / 140 / N S RD TO 1-33- PS" a (RTU VOL 13 S13-13 S13-14 15 1,1 0 al CC 5 =MI El OE 0 ge cm • • ,444,444 4 ‘1,"'4::,.,/7.12''fi....!7'././ J. Itii=t 441 Ill • —11 444 -441 TELE COM 11 0 (x2zr 10 FILM PREP 1-321 1-30 A PAR SD r 13 isTAIR JECTION 00TH 432 :1 1 30 S,D p 7 EOL 7� S16 In.:: __-r..,v,�v_-.a_v-_-v�-,_vv�wv-=v..��rq�q:sv..-..vay..vv_xv,-..v_-r_v_�,-�_wssq ;v AUDITOR UM n15 j S16A-2 S AUDITORIUM #16 371 104 SEATS .6A-4 s /\ _ --- D S16 k. D-S,D ft JL 9 • : S,D-a 15 Te— ----S-±:aAjl1 S16A— SD PS7 PROJECTION EOL BOOTH V7 EOL S1 A 2B 2D 2B ri 144.4 if S CD A RTU 15 446-71 Fb S13 8 0 Lo Ohs Igt Eh hh= • CLOSET COUNTING 5 \e/ FPB 21 4 110 04) 0 4 433 30 OL 8 EOL El El =2 Ell E2 MATO' LINE —A-01 MATCHI INE /4-0& Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved *At CO 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 < 2 1-1"! CD co Er (>7A- c° L___11-1 VoB- < cLcri-CD cr Igt- 0 F.- , Cf) LU 11.1 LJJ Lll LLI REV. BY: 0 DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: 0 7.1 ) I DESCRIPTION SUBMITTED FOR APPROVAL DATE CO 0 2 <<<<< < 2 1-1"! CD co Er (>7A- c° L___11-1 VoB- < cLcri-CD cr Igt- 0 F.- , Cf) LU 11.1 LJJ Lll LLI 1 SHEET FA -07 DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: 1 SHEET FA -07 DN TO MAIN XLSV CONTROL PANEL (CONTROL ROOM FLOOR 1 ROOM 147) LEVEL 4 DATA LOOP #1 SPEAKER CIRCUIT V8 S 9 SPEAKER CIRCUIT V7 S SPEAKER CIRCUIT V6 S SPEAKER CIRCUIT V5 S ANNUNCIATOR SIEMENS SSD N.P DNET,HNET,VNET,FNET D SIEMENS XLSV NETWORK NODE SEE SHEET FA -02A FOR PANEL CONFIGURATION SIGNALING CIRCUIT S1 6A 2 SIGNALING CIRCUIT S16 SIGNALING CIRCUIT S1 5B SIGNALING CIRCUIT S15A SIGNALING CIRCUIT S15 SIGNALING CIRCUIT S14A SIGNALING CIRCUIT S14 SIGNALING CIRCUIT S13 2 S B s 2 B B B S SIGNALING CIRCUIT S1 2A SIGNALING CIRCUIT S12 2 SIGNALING CIRCUIT S11A SIGNALING CIRCUIT S1 ? SIGNALING CIRCUIT S10A SIGNALING CIRCUIT S10 SIGNALING CIRCUIT S9A SIGNALING CIRCUIT S9 B S B B B 2 2 2 B B B PSi DATA LOOP #1 LEVEL 3 P82 PS3 SPEAKER CIRCUIT V1 SPEAKER CIRCUIT V2 SPEAKER CIRCUIT V3 SPEAKER CIRCUIT V4 SIGNALING CIRCUIT S1 SIGNALING CIRCUIT S2 SIGNALING CIRCUIT S3 SIGNALING CIRCUIT S3A SIGNALING CIRCUIT S4 SIGNALING CIRCUIT S5 SIGNALING CIRCUIT S5A SIGNALING CIRCUIT S6 SIGNALING CIRCUIT S7 SIGNALING CIRCUIT S8 PS4 0 PS5 0 PS6 PS7 0 FLAGNOTES 110 VAC POWER, DEDICATED (BY OTHERS). Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved C/ 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 J J Q 2 1-1' CD co W� � Z gao W °' W z I " z5 0 tc- 0 , co coD CO WU LL H W 0 N 'Y.;ALL: NUI 10 SCALL DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: FATC (LOCATED IN BOX OFFICE ROOM 303) SPEAKER CIRCUIT V1 SPEAKER CIRCUIT V2 SPEAKER CIRCUIT V3 SPEAKER CIRCUIT V4 SIGNALING CIRCUIT S1 SIGNALING CIRCUIT S2 SIGNALING CIRCUIT S3 SIGNALING CIRCUIT S3A SIGNALING CIRCUIT S4 SIGNALING CIRCUIT S5 SIGNALING CIRCUIT S5A SIGNALING CIRCUIT S6 SIGNALING CIRCUIT S7 SIGNALING CIRCUIT S8 PS4 0 PS5 0 PS6 PS7 0 FLAGNOTES 110 VAC POWER, DEDICATED (BY OTHERS). Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved C/ 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 J Q 2 1-1' CD co W� � Z gao W °' W z I " z5 0 tc- 0 , co coD CO WU LL H W 0 N 'Y.;ALL: NUI 10 SCALL DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: ICP MIIAAPFP• cAAt 1 R ) ( ) f W W U — zaa ,, • SHEET FA -08 1 C D E F e I 2 I 3 I 4 I 6 I $ I 7 IIS Fire p rink/ er I 8 I 9 I JJV I \JJV ystem: Equipment Supplied By ecurit z 10 CCEPT E 0 Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is sub fact 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. Additics, deletions or revisions to these drawings atter this will void this acceptance and will require a resubmi of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: -11- - cO7 By: TUKWILA FIRE DEPARTMENTS Please call: 575.4407 and give this job Flo 07--a7( • _ F and exact address for shut' down or restoration approval; ' Because of increased demand our inspec'tors' schedules are hooked 3-7 days ahead. Therefore, you will f:4. -':I to call 206-575-4407 or email fir?insor equest(nci-tukwila.wa.�is to schedule your inspections a minimum of 48 hours in 'advance of the date you want an inspection. NOTECE Weld ,t mpS must be is! Lsp ed before pipe is hung. Do not paint piping prior to hydrostatic test approval. 11 I IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. • This drawing and the information and design application herein contained is the property of TYCO FiRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request all information herein contained shall be treated as secret. and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell . 'All rights reserved'. Copyright by SimplexGrinneil 2005 1 CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS ITEM SimplexGrinnelV Y OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVA11ONS BACKFILL WIRING PAINTING I I Hydraulic Reference Point rn Une Designation A 1 Maki Designation now switch (Fs) -14-Gate Valve - N.R.S. (GV) -1>t1-OS&&Y Gate Valve (OS&Y) B Monitor Switch .--..4. Earthquake Bracing �- Hanger -4— !kion —3 Screwed Cap *13- ¢ of Pipe Below Bottom of Deck —ID Grooved Cap ---Q Screwed Plug -p- Grooved Coupikn -I-12'-e g of Pfe Above Ref. Plane .. 4. Butterfly Valve . * Alarm Valve (ALV) azi.Electric Bell .„gl,„, Water Motor Gong (WMG) -01 Wafer Check Valve Swing Check Valve Acts Fire Dept.Conn.(FDC) .4_ Post Indicator Valve (PIV) Fie Hydrant (3 Way) —1, Thrust Block Key Gate Sectional Valve with Roadway Box o® Fire Hose Assembly - Inspectors Test -3- Globe Valve g (taw} 0100 Elevation Ch in Pi -B-- Flanged Connection Fire Dept.Conn (StandordXFDC) -pe '(not thru floor ® System Riser ' fie DeptConn.(FIush) (FDC) Angle Valve Dry Pipe Valve MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. REM. AREA NAMyNo. HYDRAULIC DESIGN DATA HAZARD CLASSIFICA11ON DENSITY GPM/SQ.FT. AREA OF APPUC. HOSE ALLOW. SQ. FT. /HD. TOTAL SYSTEM REQUIREMENTS GPM PSI AT 2 4 5 WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE PSI PSI. WITH GPM FLOIMNG TEST LOCATION: - TOTAL THIS SHEET - 0 BY: TEST DATE: ABBREVIATIONS AC - Above Finished Ce61ng AFF - Above Finished Floor BC - Below Finished Ceiling BOB - Bottom of Bean BOD - Bottom of Deck BOJ - Bottom of Joist BOP - Bottom of Puffin HV Noes Valve NiC - Not in Contract NTS - Not to Scale OBJ - Open Bar Joist SP - StandpOe TOB - Top of Bean TOP - Top of Purloin TOS - Top of Steel UON - Uniess Otherwise Noted MET DRY SYSTEM TYPE — ❑ DELUGE _❑ —❑PREACTION —❑ APPROVALS ❑air ❑0MTM ❑FU 0 OUT OUT OUT OUT iN IN IN IN SPECIAL REQUIREMENTS ❑ DOMESTIC PIPE ❑ SCHEDULE 40 ❑ SCHEDULE 8o ❑ GALVANIZED PIPE ❑ GALVANIZED FITTINGS ❑ GALVANIZED MATERIALS ❑ SPECIAL FITTINGS ❑ F.M. MATERIAL ❑ OTHER 2 3 I 4 I 6 6 I 7 I 8 I 9 I 10 i 11 >• 12 "44 em CI is 0 as 0 1 &&§ i" is <4; gay W ei RE REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLATION: COW m M (1) Z 0 0 C9 Q kn• U) • W cc SIMPLL*988BG 8 0 SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/13/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -1 SHEET 1 OF 7 12 ERANING L IST SHEET NAME DRAWING NAME INCLUDED IN THIS PROJECT FPI TITLE SHEET X FP2 NOTES * UTILITY PLAN X FP3 DETAILS, RISER, CROSS SECTION X FP4 LEVEL 3 NEST HALF X FP5 LEVEL 3 EAST HALF X FPG LEVEL 4 NEST HALF X FP7 LEVEL 4 EAST HALF X I IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. • This drawing and the information and design application herein contained is the property of TYCO FiRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request all information herein contained shall be treated as secret. and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell . 'All rights reserved'. Copyright by SimplexGrinneil 2005 1 CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS ITEM SimplexGrinnelV Y OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVA11ONS BACKFILL WIRING PAINTING I I Hydraulic Reference Point rn Une Designation A 1 Maki Designation now switch (Fs) -14-Gate Valve - N.R.S. (GV) -1>t1-OS&&Y Gate Valve (OS&Y) B Monitor Switch .--..4. Earthquake Bracing �- Hanger -4— !kion —3 Screwed Cap *13- ¢ of Pipe Below Bottom of Deck —ID Grooved Cap ---Q Screwed Plug -p- Grooved Coupikn -I-12'-e g of Pfe Above Ref. Plane .. 4. Butterfly Valve . * Alarm Valve (ALV) azi.Electric Bell .„gl,„, Water Motor Gong (WMG) -01 Wafer Check Valve Swing Check Valve Acts Fire Dept.Conn.(FDC) .4_ Post Indicator Valve (PIV) Fie Hydrant (3 Way) —1, Thrust Block Key Gate Sectional Valve with Roadway Box o® Fire Hose Assembly - Inspectors Test -3- Globe Valve g (taw} 0100 Elevation Ch in Pi -B-- Flanged Connection Fire Dept.Conn (StandordXFDC) -pe '(not thru floor ® System Riser ' fie DeptConn.(FIush) (FDC) Angle Valve Dry Pipe Valve MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. REM. AREA NAMyNo. HYDRAULIC DESIGN DATA HAZARD CLASSIFICA11ON DENSITY GPM/SQ.FT. AREA OF APPUC. HOSE ALLOW. SQ. FT. /HD. TOTAL SYSTEM REQUIREMENTS GPM PSI AT 2 4 5 WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE PSI PSI. WITH GPM FLOIMNG TEST LOCATION: - TOTAL THIS SHEET - 0 BY: TEST DATE: ABBREVIATIONS AC - Above Finished Ce61ng AFF - Above Finished Floor BC - Below Finished Ceiling BOB - Bottom of Bean BOD - Bottom of Deck BOJ - Bottom of Joist BOP - Bottom of Puffin HV Noes Valve NiC - Not in Contract NTS - Not to Scale OBJ - Open Bar Joist SP - StandpOe TOB - Top of Bean TOP - Top of Purloin TOS - Top of Steel UON - Uniess Otherwise Noted MET DRY SYSTEM TYPE — ❑ DELUGE _❑ —❑PREACTION —❑ APPROVALS ❑air ❑0MTM ❑FU 0 OUT OUT OUT OUT iN IN IN IN SPECIAL REQUIREMENTS ❑ DOMESTIC PIPE ❑ SCHEDULE 40 ❑ SCHEDULE 8o ❑ GALVANIZED PIPE ❑ GALVANIZED FITTINGS ❑ GALVANIZED MATERIALS ❑ SPECIAL FITTINGS ❑ F.M. MATERIAL ❑ OTHER 2 3 I 4 I 6 6 I 7 I 8 I 9 I 10 i 11 >• 12 "44 em CI is 0 as 0 1 &&§ i" is <4; gay W ei RE REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLATION: COW m M (1) Z 0 0 C9 Q kn• U) • W cc SIMPLL*988BG 8 0 SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/13/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -1 SHEET 1 OF 7 12 A 6 C D E F e 1 2 3 4 U 6 7 8 10 11 EXISTING FIFE ROUTE (ZONE T11) EXISTING FIFE ROUTE (ZONE T10) SOUTI-ICENTER PARKWAY OWNER i TUKUJ I L IA PARKWAY UJESTFIELD SI- 0PINC:TOUJN SOUTI-ICENTE AREA OF UJORK STR4NDER 5OULEVARD TBAKER 33OULEV4RD VICINITY MAP N.T. . AMC REALTY, INC. g20 MAIN STREET KANSAS CITY, MO 64105 CONTACT: KERRY STANLEY 816-480-2584 CONTRACT WITH BAYLEY CONSTRUCTION 8005 S.E. 28TH ST P.O. BOX 8004 MERCER ISLAND, WA 88040 SITE CONTACT: IAN DAVIS 206-62I-8884 SCOPE DESIGN, FURNISH MATERIALS AND INSTALL NEW FIRE SPRINKLER SYSTEM(S) INCUDING WET AND DRY TYPES. ALL NEW SPRINKLERS TO BE QUICK RESPONSE TYPE. ALL NEN FIRE SPRINKLER MATERIALS WORK TO BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 (2007) AND THE REQUIREMENTS OF THE CITY OF TUKNILIA FIRE DEPARTMENT. SIMPLEXGRINNELL CONTRACT P.O.C. START POINT IS FROM EXISTING 6" SUPPLY INSIDE THE BUILDING. GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 (2007) AND THE CITY OF TUKWILA 2 ALL MATERIALS Sl -TALL BE NEN AND UL AND OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE NET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY SIMPLEXGRINNELL TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS SHALL BE INSTALLED AT LEAST 411 FROM EDGE OF CEILING TILES 8 i" — 2" PIPING TO SCH 40 WITH THREADED AND/OR GROOVED FITTINGS Cl 2 1/2" — 4" PIPING TO BE SCH 10 WITH GROOVED FITTINGS 10 ALL SPRINKLERS DIMENSIONS SHOWN ARE +/— AND ARE NOT NECESSARILY CENTER LINE OF TILE 11 END SPRINKLER ON A LINE SHALL BE RESTRAINED AGAINST EXCESSIVE VERTICAL AND LATERAL MOVEMENT 12 BRANCH LINES SHALL BE LATERALLY RESTRAINED AT INTERVALS. NOT EXCEEDING THOSE SPECIFIED IN SPLAY WIRE DETAIL ON SHEET FP3. 13 SIMPLEXGRINNELL ASSUMES NO RESPONSIBILITY / EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY SIMPLEXGRINNELL UNDER THE SPECIFIC SCOPE OF THIS CONTRACT. ♦ IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrfnnell , 'All rights reserved'. `Copyright by SimplexGrinnell 2005 SPRINKLERS 1 CONTRACT RESPONSIBILITIES SYMBOLS MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. HYDRAULIC DESIGN DATA ITEM SknplexGrinnelVBY OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATIONS BACKF1LL WIRING PAINTING 2 I 1 I Hydraulic Reference Point Une Designation g Flow Switch (FS) B Monitor Switch 4-0. + Earthquake Bracing -s'- Hanger ^ 1 Main Designation -de- Union — Screwed Cap e13" et of Pipe Below Bottom of Deck —ID Grooved Coll —4 Screwed Plug 1± of POO Above Ref. Plane -a- Grooved Coupling C Elevation Changein Pipe -II- Flanged Connection (not thru floor) ® System Riser 3 -Do- Gate Valve - N.R.S. (GV) -- OS&Y Gate Valve (OS&Y) -i-�+- Bu tterfly Valve 41 Alarm Valve (ALV) Electric Bell Water Motor Gong (WIG) --Of Wafer Check Valve - J- Swing Check Valve $ Fie Dept.Conn.(Standard)(FDC)-pc Fire Dept.Conn.(Flueh) (FDC) Act '44 —L 4— o222 4 Fie Dept.Conn.(FDC) Poet Indicator Valve (Ply) Fire Hydrant (3 Way) Thrust Block Key GateRoadway SectioBoxnal Valve with Fire Hose Assembly Inspectors Test Globe Valve Angle Valve Dry Pipe Valve TYCO TYCO PENDENT PENDENT TY -FRB TY -FRB TY3231 TY3231 1/2 / 5.6 1/2 / 5.6 155' 155' WHITE BRASS STYLE 20 WHITE STYLE 20 BRASS REM. A aRE NAMEINO. HAZARD CLASSIF1CA11ON DENSITY GPM/SQ.FT. AREA OF APPUC. HOSE ALLOW. SQ. Fr. /HD. TOTAL SYS1EM REQUIREMENTS GPM PSI AT TYCO EC PENDENT EC11 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK TYCO TYCO CON PENDENT CON PENDENT RFII RFII TY3531 TY3531 1/2 / 5.6 1/2 / 5.6 155' 155' BRASS BRASS CONCEALED BLACK szeN 2 CONCEALED WHITE TYCO TYCO TYCO TYCO PENDENT PENDENT PENDENT UPRIGHT EMI TY -FRB TY -FRB TY -FRB TY5237 TY3231 TY3231 TY3131 3/4 / 11.2 1/2 / 5.6 1/2 / 5.6 1/2 / 5.6 155' 155' 155' 1551 CHROME BRASS BRASS BRASS STYLE 30 CHROME STYLE 20 WHITE STYLE 20 BLACK c04 WIT© CHRO 4 5 WATER SUPPLY INFORMATION: STATIC PRESSURE RESIDUAL PRESSURE 140 PSI 20 PSI. WITH 8000 GPM FLOWING TYCO SIDEWALL TY—FRB TY3331 1/2 / 5.6 155' BRASS TEST LOCATION: BAKER & ANDOVER PARKWAY W 6 I 6 I 7 — TOTAL THIS SHEET — 0 I BY: 8 I 9 TEST DATE: 2005 I ABBREVIATIONS AC - Above Finished Caning AFF - Above Finished Floor BC - Below Finished Ceding BOB - Bottom of Beam BOO - Bottom of Deck BOJ - Bottom of Joist BOP - Bottom of Purth HV - Hose Valve • - Not in Contract NTS - Not to Scale OBJ - Open Bar Joist SP - Stcnc e TOB - Top of Bean TOP - Tap of Puffin TOS - Tap of Steel UON - Unless Otherwise Noted SYSTEM TYPE vEr 0 COME _p DRY ❑ PREACTI0N _❑ pow DFM 0 APPROVALS our IN OUT IN OUT eI I OUT IN 11 SPECIAL REQUIREMENTS ❑ DOMESTIC PIPE ❑ SCHEDULE 40 ❑ SCHEDULE 80 ❑ GALVANIZED PIPE ❑ GALVANIZED FITTINGS ❑ GALVANIZED MATERIALS ❑ SPECIAL FITTINGS ❑ F.M. MATERIAL ❑ OTHER I 1 12 REVISIONS - SEE FLAGGED AREA ON PLAN 03 NSTALLATION: ISSUED FOR A W Q j Z O 0 a z _� �U) w cc SIMPLL*988BG cc g W + _J co O Z z CC z 0— O W C LL w a W rg U t Q gP SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -2 SHEET 2 OF 7 12 SEISMIC 5fRACING CALCULATIONS BRACE INFOiit1ATION SEISMIC BRACE ATTACHMENTS LENGTH ()F BRACE: 7'_0• titRUCTURE ATTACHISM ATTIC CR TBN9QN C LY BRM:NG SYSIEit MAKE: TOLCO MODEL 980 DIAMETER OF BRACE: 1' LISTED LOAD RATING 2765 TYPE OF BRACE: SCH. 40 ADJUSTED LOAD RAW PER 9.3.5.10.3: 1955 SWAY BRACE (PIPE ATTAC NI) RT1911 MAKE: TOLCO MODEL: 1000 ANGLE OF BRACE 45 TO 59* LEAST RADIUS OF GYRATION: 0.42 USTED LOAD RATING 2015 L/R VALUE: 200 ADJUSTED LOAD RAMC PER 9.3.5.10.3 1425 MAXIMUM HORIZONTAL LOAD: 2500 TY -FRB TORO FIGURE 626 1/2 / 5.6 WA JasT eMAT ATTAGI•E61T * TOLCOFiG. - MAY BRACE WAGE pre_ BRACE � FITTING woo' ____.-no. ;WA BRACE i, . ATTACHI67NT / I FASTENER ItfORMATION ORIENTATION OF CONNECTING SURFACE B FASTENER: TYPE: TOLCO 1825 DIAMETER: NA/ LENGTH N/A MAXIMUM LOAD: 2015 1I identification no. (on pians): ® LATERA. BRACE I LONCITUDNIAL BRACE SPRINKLER SYSTEM LOAD CALCULATION DiAI"ETER TYPE LENGIT4 (FT) TOTAL (FT) ILEiGNT PER (Ft) WP TOTAL MIGHT 4 SCH 10 36' 36' 11.78 b/ft .68 288.37 b 1/ SCH 10 90' 90' 3.04 blit .68 186.04 b 1 SCH 40 250' 250' 2.05 blit .68 348.5 b 11/4 $CH 40 43' 43' 2.93 b/ft .68 85.67 b 1/ SCH 40 53' 53' 3.61 b/ft .68 130.1 b TOTAL HEIGHT 1038.68 b FP X LS 1194.48 b SEiSMiC 15R4CINCS CALCULJ4TiONS BRACE INFORMATION SEISMIC BRACE ATTACI tIENTS LENGTH BRACE: 7_0• S1RACIlBi ATTAAINE NT MC CR 1EN51C N QLY BRA= SYSTEM: MAKE: TOLCO MODEL: 980 DIAMETER OF BRACE: 1' USTED LOAD RATING 2765 TYPE OF BRACE: SCH. 40 ADJUSiED LOAD RATING PER 8.3.5.10.3 1955 SWAY EIRACE (PPE ATTAGHBN1) FiTTM MAKE: TOLCO MODEL: 41. ANGLE OF BRACE: 45 TO 59* LEAST RADIUS OF GYRATION: 0.42 USTED LOAD RATING 2015 L/R VALUE: 200 ADJUSTED LOAD RATING PER 935.10.3: 1425 MAXIMUM HORIZONTAL LOAD: 2500 TY -FRB TOLOO FIGURE 026 1/2 / 5.6 FASTENER I OR1ATION . T WAY ATTACN!®NT t TO= WEVEL MAY BRACE MACE PM MACE•; FIG. 90 FI TE42 ORIENTATION OF COINECTING SURFACE: B FASTENER: TYPE: TOLCO 1825 DIAMETER: N/A LENGTH (IN WOOD) N/A DENSITY GPM/SQ.FT. 1I HOSESQ. ALLOW. FT. /HD. MAXIMUM LOAD: 2015 PIPE CLAMP FOR SWAY BRACE - STREET WATER CONNECTION identification no. (on plat I I Hydraulic Reference Point -Flow -IX- OSdeY Gate Valve (OSdcY) �. Post Indicator Valve (PLV) ■ LATERAL BRACE £1 LONGTUDN AL BRACE SPRINKLER SYSTEM LOAD CALCULATION DIAPETER TYPE 143•41i4(F11 TOTAL (FT) UEIGHT' PER (FT) WP TOTAL ILEIGi4T 4 SCH 10 •: 66' 66' 11.78 b/ft .68 528.68 b EC PENDENT EC11 TY5237 3/4 / 11.2 b/ft BRASS b I, b/ft b blit - Bottom Dedc b 1 Line Designation Butterfly Valve Blod: of APPROVALS ❑ qn. ■ SCHEDULE 6G. ■GALVANIZED PIPE ❑ GALVANIZED FITTINGS ■ GALVANIZED MATERIALS ■ SPECIAL FITTINGS 0 F.M. MATERIAL •IN ■ OTHER b/ft b TOTAL ILEIGHT 528.68 b Fp X U5 607.98 b 16' FIG. 69 RETAINING STRAP LOCK NUT REQ'D ".-1A _JA .1IN- FIG. 66 VIEW A -A BEAM CLAMP HANGER #1 ALL THREAD ROD ADJUSTABLE RING HANGER TOP SEAM CLAMP, ROD, AND RING FIG. 69 RETAINING STRAP MAXIMUM SPACING OF BRANCH LINE RESTRAINTS SB - 1.425 C,. .71 PIPE SIZE MAXIMUM SPACING 1" 38'-0 1 1/4" 40'.-0" 1 1/2" 43L-0" 2" 46'-0" 1fr 4/AAZ J. Ltifi'�:`�'..J - 1' w7yr j� .•y .w Nr LOCK NUT REQ'D FI4. 66 SEAM CLAMP 5/8 ALL THREAD ROD FENDER WASHER FENDER WASHER HANGER #2 17290 PIPE 5/5' ALL THREAD ROD PER NFPA 15 PER NEPA 13 ADJ. HANGER RING TOP BEAM CLAMP, ROD, AND 'RING HANGER *5 CEILING PLATE, ROD AND RING FOUR TIGHT TURNS TYP. it12 SPLAYED SEISMIC RESTRAINT WIRE TYP. SPLAY WIRE DETAIL WIRE ATTACHMENT TO OPEN WEB BAR JOIST FLOW TEST INFO: STATIC 140 PSi RESIDUAL 20 PSi FLOW 8000 GPM LOCATION: BAKER 4 ANDOVER PARKWAY W DATE: 2005 SYSTEM AREA #1 3rd FLOOR 4th FLOOR 0 44900s- ft SYSTEM AREA #2 3rd FLOOR 4th FLOOR 24300sc{ ft 25600scq ft TWO TIGHT TURNS AROUND BRANCH LINE 6' SUPPLY MAiN FROM EXISTING SYSTEM ZONE (T-11) SPARE HD. SOX (CAPACITY:12) (400) Ill■ LII 4' HOSE STATIONS (Al 5)/ 4' OUT TO SYSTEM 12'-2' AFF FLEXISLE COUPL iNG FLEXISLE COUPLING (TYPx2) 4 x S-91/2 GxG 4' 5UTTERFLY VALVE MOD. SFV -N 4x0-6GxG GRVD CAP PIPE STAND TYPx2 RISER ROOM I/21 11-01 ' I l i i I GRAPHIC SCAI..E 4' ' d 4 4 1 .4:. • ' •4 ••. •• 44 ,144 •A.: •' . A... a e . .. .• .: • '• ' 4 7. - , . • •• • HANGER *4 HILT! HDI -P ANCHOR ALL THREAD ROD ADJUSTABLE RING HANGER HILTI HDI -P ANCHOR, ROD AND RING TOLCO FIG. 25 SURGE RESTRAINER FIGURE 25 SURGE RESTRAINER SPRINKLERS IMPORTANT localities subject to freezing conditions, it is the owner's respoisibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained CONTRACT RESPONSIBILITIES ITEM StnplexGrinnd�Y OTHERS SYMBOLS Switch (FS) -po- Gate Valve - N.R.S. (GV) Fire Dept.Conn.(FDC) HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Above Finished ConingIn SYSTEM TYPE rIET DEUu;E SPECIAL REQUIREMENTS 1 ❑ DOMESTIC PIPE ❑ '�"� ''O MAKE TYPE MODEL_ SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL_ QTY TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 WHITE © AREA HAZARD CLASSIFlCA11ON DENSITY GPM/SQ.FT. AREA APPUC. HOSESQ. ALLOW. FT. /HD. TOTAL SYSTEM REQUIREMENTS ' -_ BeloAbove w in FloorBC ished Wing 808 -Bottom Beorn _❑ DRY 0 PREACTION -❑ STREET WATER CONNECTION W I I Hydraulic Reference Point -Flow -IX- OSdeY Gate Valve (OSdcY) �. Post Indicator Valve (PLV) TYCO PENDENT TY -FRB TY3231 1 2 5.6 / / 155' BRASS SME 20 BRASS DATE: 12/11/07 CONTRACT NU516501MBER: 931 SHEET NUMBER: FP NAME O. GPM PSI AT UNDERGROUND WATER MAINS ` SHEET 3 OF 7 J B Mo1it°r Fire Hydrant (3 Way) TYCO EC PENDENT EC11 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK I, - Bottom Dedc - 1 Line Designation Butterfly Valve Blod: of APPROVALS ❑ qn. ■ SCHEDULE 6G. ■GALVANIZED PIPE ❑ GALVANIZED FITTINGS ■ GALVANIZED MATERIALS ■ SPECIAL FITTINGS 0 F.M. MATERIAL •IN ■ OTHER EXCAVATIONS ._. Earthquaice Bracing - A- -1, Thrust TYCO CON PENDENT RFlI : TY3531 1 2 5.6 / / 155' BRASS CONCEALED BLACK "' '' O Z BOJ - Bottom of Joist BOP - Bottom p�h is the property of TYCO ARE & SECURITY / SimplexGrinnell and/or its BACKFILL f Hanger Harm Valve AL Ksy Gate Sectional Valve (ALV) 4_ TYCO CON PENDENT RFlI TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE T ® 3 HV - Hose Valve Matt Designation with Roadway Box subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this WIRING -0-- Union Bell TYCO PENDENT EC11 TY5237 3/4 / 11.2 155' CHROME STYLE 30 CHROME 4 -Not in co" tract OUT IN ❑ ��p -g Soewed Fie Hose A, Assembly PAINTING �. Water Motor Gang (WIdG) *t 3•¢ of Pipe Below Bottom of Deck --ID Grooved CCP In Test Inspectors TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 WHITE alza/Ix I r ®Q 5 NTS - Not to Scale OBJ - Open Bar Joist OUT IN OFR drawing or any part thereof shall be made without written consent of Screwed Plug -a tea' Valve TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK ` ..' O WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE SP - star, Standpipe SimplexGrinnell. +12'-4' of Pie Above Ref. Plane -fl- Gowan; swtlg Check veva �- dobe veva TYCO UPRIGHT TY -FRB TY3131 1 /2 / 5.6 155' BRASS O 40 PSI 20 PSI. WITH $000 (;I'fi! F10fI NG T� -TOP sun OUT iN ❑ Created by the SimplexGrinnell `All rights reserved`. Fie t.Cann.(StandardXFDC) Angle ValveTDP Change n Pipe -ill- Flogged Connection �' TYCO SIDEWALL TY -FRB TY3331 1 /2 / 5.6 155'BRASS a TEST LOCATION: BAKER 8c ANDOVER PARKWAY W - Top of Puffin TOS - Tay of Steel (Law) C p `Copyright by SimplexGrinnell 2005 (notDevotion (not thru floor ® System Rifler _. Fire Dept.Cann.(Flush) (FDC) Dry Pipe Valve -TOTAL THIS SHEET - 0 BY: TEST DATE: 2005 - - uoN - Unless Otherwise Noted a� - cO 11 12 titian Fire Security 9520 10th Avenue Smith Suite 100 Seethe, We. 98108 SALES: 208-291-1400 SERVICE: 208-291-1400 Q 2002 9Iii1'LEXGRINNF•LL LP FAX: Z�-291-15 ALL RIGHTS RESERVED • REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLA11ON: agmixeriwormi >- m Q O Z I. WASHINGTON STATE REGISTRATION NUMBER SIMPLL*988BG DESCRIPTION: DETAILS, SPRINKLER RISER + CROSS SECTION AMC THEATRES 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 W cr IL SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NU516501MBER: 931 SHEET NUMBER: FP 3 ` SHEET 3 OF 7 J 12 3 I 4 I 6 6 1 7 I 8 I 9 I i0 1 11 £ 0 a M M in L. Remote Area 2 Flowirw Heade 21 Stat Head PS g30 Start Head GPM 14.4 SQFr per Head 125 Wet / Dry MET Hazard OH Group 1 Construction NFPA 13 Density 0.150 Area 1500 Ratio 1.20 LanMax Velocity �18.5 Elev-Ild to Ritter 0 724 PS -Hal to Riser 26.1 Source Name or Location DRA PS Avg at Source 139 PS Req'd at Source 73.8 Safety PS 65.6 I tNG REFERENCE 'W GPM Req'd at Source 453 'Inside Hose 1000 Duration of Source 0.000 Outside Hose 250 Raid Source Volume 0.000 Pressure Summary I Avafable Pressure of 139.4 psi Exceeds Required Pressure of 73.8 psi This is a safety margin of 65.6 psi or 47 X of Supply Advanced I Max Density Avaloble 0.206 PSI loss - Source 000 Smvnary GPM at Max Avalabie Density 623 (Rack Donetsk & DD ..M 0 lJ 0 M a 1 N • Mill MGM O c I xawR- uI l) I U1 lit U1 iI I . me 01 !I' 11 !I _ pi UI) `i I I it :fp MI - �I It lit ,I I111 11- ill 4I !I . I tot I it Ex..wrw f'flMllt rillMlt» :s' [w t f I «fw» ■I ■I UI: at on wof 0111 x!I' ■ 11I tfrwi. 111.11 imusmet 11.111.1111 1111111111.I!U !U! immummortamommummormmismommimmtoutummo NMI 11111111111111111111911111191119111411 mai Remote Area 1 Flowba Heads 28 Start Head PS 577 tort Head GPM 14.5 S per Head 130 Hoard OH WET 1 Code NEPA 13 Construction Density Area 15000 Len/Mtd Ratio 1.20 Max Velocity 24.4 to Riser (") 724 -Hd to Riser 26.1 Source Name or Location DRAWING PS Avail at Soiree 139 PS Reid at Source 98.5 Safety PS 40.4 REFEREVCE 'W' GPM Req'd at Source 625 Duration of Source 0.000 Req'd Source Volume 0.000 'Inside Hose 0.000 Outside Hose 250 Pressure Summary Available Pressure of 138.9 pat Exceeds Respired This b a eafsty margin of 40.4 psi or 29 S of Pressure of 98.5 psi Supply AdvmcedNal Density Abato£le . 0.178 I lose - TOR to Source 0.000 Surmnary 43 Rads Daniand 0.000 a 1111 111111111111 1111.111 1111 11111111111.111! 111111111114111111 'I�il�[ 1,iltte Bf1�ilAti�tt1�#i�t� VI IF Fir C� C 0 N 2,43 of dr O ! 402 dr, 40 ,07,17k Niro ia2r VrOINZOI 7 J O LEVEL 3 WEST I-4r4LF C A\140.11 FIRE SPRINKLER PiPING PLAN SCALE 1/S1 = 1-0 ®I I' 1 !' 8' lt' C SCALE SPRINKLERS LEVEL 3 'LEST HALF KEY PLAN N.T.S. 0 I IN IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein containedWater shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created bythe SimplexGrinnell , 'All rights` Copyright y SimplexGrinnell 2005 reserved. CONTRACT RESPONSIBILITIES ITEM StrnpiexGrinnell/BY OTHERS SYMBOLS -0Q-Gate Valve -N.R.S. (GV) Fire Dept.Caun.(FDC) _t_ Post Indicator Valve (Ply) 'Dra.OS&Y Gate Valve (OS&Y}/ .Qr Fire Hydrant (3 Way) Butterfly Valve -I, Thrust Block HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Above Finished Celikig SYSTEM TYPE ■ SPECIAL REQUIREMENTS ■ c PIPE ■SCHEDULE 40 MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 WHITE QQ 68 HAZARD CLASSIFlCATION DENSITY GPM/SQ,FT. AREA APPUC. HOSESQ. ALLOW. FT. /HD.GPM TOTAL SYSTEM REQUIREMENTS BC -_ Above FinishedDELUGE BOB - of Mailed Below Caking STREET WATER CONNECTION 1 I Hydraulic Reference Point -� Bow switch ( ) TYCO PENDENT TY -FRB TY3231 1 2 5.6 / 155' BRASS STYLE 20 BRASS 1 o. PSI AT DRY ❑ PREAcnoN • UNDERGROUND WATER MAINS a Monitor Switch Line Designation TYCO EC PENDENT EC11 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK ^ c n 0 1 BOD - Bottom of Deck -Joist ❑crnr Dam APPROVALS ❑ SCHEDULE 80 GALVANIZED PIPE flGALVANIZED FITIINGS ■ GALVANIZED MATERIALS ■ SPECIAL FITTINGS U F.M. MATERIAL OTHER EXCAVATIONS 1 .--.+Earthquake Bracing TYCO CON PENDENT RFI' TY3531 1/2 / 5.6 155 BRASS CONCEALED BLACK :• - O 32 2 BOJ - Bottom of BOP -Bottom of Alarm Valve AL Key Gate Sectional Valve (ALV) -I- with Roadway Box �Electrlc BallEt o® Fire Hose Assembly BACKFILL -,` Hanger TYCO CON PENDENT RFI' TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE car win❑ Q 64 3 HV - Hose Valve . Main Designation WIRING TYCO PENDENT EC11 TY5237 3/4 / 11.2 155 CHROME STYLE 30 CHROME 0 4 NIC - Not in Contract OUT IN Screwed PAINTING e13'¢ of Pipe Below Bottom of Deck -a) Grooved Motor Gang (WMG) TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 WHITE srliwEr QQ o 5 NTS -Not to scale' OBJ - Open Bar Joist -DI Wafer Check Valve �. Inspectors Teat OUT IN Screwed Plug TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK _; O 0 SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE SP - Stank>par -4 +12'-4' c of Pipe Above Ref. PlaneGrooved Goopikw -NJ- Swing Check valve poise valve TYCO UPRIGHT TY -FRB TY3131 1/2 / 5.6 155' BRASS 0 2 WATER 140 PSI 20 PSI. WITH 8000 GPM FLOWING TOB - Tap of Bean UF14our ❑ IN ha oe Pipe ---Flanged Connection Elevation ammo in li (raw)C � e Dept.Cann.(StandardXFDC) -qk Anpe Valve TYCO SIDEWALL TY -FRB TY3331 2 / 5.6 1/2 155' BRASS Q 0 TEST LOCATION: BAKER & ANDOVER PARKWAY W TOP- Tap of Pullin TOS - Top of Steel uoN - Unless Otherwise Noted - (not thru floor) ® System Riser Fie Dept.Conn.(Fl* uah) (FDC) Dry Pie Valve- 'f TOTAL THIS SHEET - 183 BY: TEST DATE: 2005 our• IN 10 11 12 41) 1 cair: 613a o�0 pa 0 NAA �� 11 5. rnrnw A REVISIONS - SEE FLAGGED AREA ON PLAN } NSTALLATION: SSUED FOR SIMPLL*988BG CD W J CC CCZ W IL DESCRIPTION: w H>- uJ cc2FE-•iN‹8§ Q §10 F SCALE: AS NOTED DRAWN BY: DON COATS s CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -4 SHEET 4 OF 7 12 O 11 30'-0" 27'-3" 16'-3" 30'-0" 30'-0" 61'-4" NOTE: THIS AREA iS COVERED FROM ABOVE co.) AUDITORIUM *14 170 SEATS AUDITORIUM .13 E=?aa 144 SEATS a i M AUDITORIUM .12 104 SEATS AUDITORIUM 615 144 SEATS 1111 a���� i:«, HT 1 04- a I N) Ara ITUTI SII tlrI--I-illi-ll 11 i -l -i -i -1 -tom �NTSITTSN ISS 1111111111110111 S i (TI T _ ti�ili[71�[iiIli1T{iirill�[itll�i -WOW 'LWMr NWAININNIIIIIIIMIN11111111011111111111111•1111N �IMIR'- rAiriri rrF"9IMMIletirrrerer rw�rrrr rr*Imr..,rr.m,var.! ..�-..erre------ • rrurw..r.... •r f3-81=? SEE FLOOR AUDITORIUM e11 220 SEATS • 1.11 tY-t III .di _ . _I UDITORiUM 010 299 SEATS LEVEL 3 EAST I-1,4LF FIRE SFIRNKLEIR PIPING PLAN SCALE i/S' = 1-0 GRAPHIC SCALE LEVEL 3 EAST HALF KEY FLAN N.T.S - - _i � - i -gym imi mi im t� r ■ 3 • .. Ma! -1E MO 111111111•111111110111111111111111111•111•11•1111.11i11111,.1.1=1”1=1=1“1=1=1=1=1=1“1=1=1=1=1111111111111111=11111111.“111111111111111111=11111111111111111111101111111111111•111•11.•11.1 -We } H .01 IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures dryfor pipe deluge and other types of valves controlling1 P P 9 YP water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of TYCO ARE & SECURITY / SimplexGrinnell and/or its CONTRACT RESPONSIBILITIES ITEM SGnpiexGrinndi/bY OTHERS HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Above Finished Ceiling SYSTEM TYPE T DELUGE • SPECIAL REQUIREMENTS • DOMEsnc-PIPE • SCHEDULE 40 SYMBOLS MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. Flow -p4- Gate Valve - N.R.S. (GV) 40 Fre Dept.Conn.(FDC) TYCO PENDENT .. TY -FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 WHITE QA 54 ► HAZARD CLASSIFlCATI�1 DENSITY GpM/Sq,FT. AREA of Appuc. HOSE AI10yy, SQ. F r: /Hp,GPM TOTAL SYSTEM REQUIREMENTSBC AFF '_ Above FinishedFloor - Beam Celina Bdow Finished DRY 0 PCI ❑ STREET WATER CONNECTION 1 Hydraulic Reference Point —Q— + (Fs) Post Indicator valve (RV) Monitor Switch OS&Y Gate Valve (OS&Y) -t.•-/ TYCO PENDENT TY—FRB TY3231 1/2 5.6 / 155' BRASS STYLE 20 BRASS �,0. 'ml" PSI AT UNDERGROUND WATER MAiNS a , Fire Hydrant (3 Way) ,Q TYCO EC PENDENT EC11 TY5237 3/4 11.2 / / 155' BRASS STYLE 30 BLACK tai a BOD - Bottom of Deck APPROVALS El=OUT • SCHEDULE so Line Designation EXCAVATIONS 1 ......#.Earthquake Bracing 4 Butterfly Valve -I. Thrust Block TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED BLACK cAr - O28 2BOP BOJ - Bottom of Joiit - Bottomopaw ■ GALVANIZED PIPE ■ GALVANIZED FlrnNGS ■GALVANIZED MATERIALS ■ SPECIAL MDRGS F.M.❑MKiERIAL ❑ OTHER BACKFILL Hangs Alarm Valve ALKey Gate Sectional Volve ( TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE kl NHi Q 3 - Hose Valve _t_ with Roadwa Box Main Designation y subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained P P of shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinndl. Created b the Sim IexGrinneil , "All rights reserved'. `Copyright by SimplexGrinnell 2005 WIRING . A fir- Union �p�c Bei TYCO PENDENT EC11 TY5237 3/4 / 11.2 155' CHROME STYLE 30 CHROME Et �„ 4- MC - Not Daffy IN —a Screwed Cap Fire Hose Assembly PAINTING -p" Water Motor Gong (WMG) .13'1 of Pipe Below Bottom of Deck --ID Grooved Inspectors Test tors TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 WHITE eit;/rwr � 5 NTS - Not to Scats OBJ - Open Bor Joist OUT IN —4 screwed Plug -DI Wafer check V°h'e a TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK EptiBuo 0 WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE SP - standpipe ■F'' +12'-4' C of Pipe Above Ref. Plane -a-GroovedCoupmg -ht- Swig Check Valve -a- Globe Ydve TYCO UPRIGHT TY -FRB TY3131 1/2 / 5.6 155' BRASS 0 2 140 PSI 20 PSI. WITH 8000 GPM FLUNG TOB - Tap of Beam OUT ❑ IN Elevationa'�'�e Pipe Fire Dept.Conn.(standard)(F C) Angie valve Flanged connection �' TYCO SIDEWALL TY -FRB TY3331 1 /2 / 5.6 155' BRASS 4 0 TEST LOCATION: BAKER & ANDOVER PARKWAY W TOP -Tap of Puffin TOS - T of steel °P ( 1 t -�- C (not thru floor ® System Riser ...v..Fire Dept.t.ann.(Fluah) (FDC) pry Pipe Ydvs - TOTAL THIS SHEET — 174 - BY: TEST DATE: 2005 UON - Wiese otherwise Noted OUT IN 1 2 3 4 6 Q 7 8 9 i1 12 149 cei it y REVISIONS - SEE FLAGGED AREA ON PLAN >- m O z ISSUED FOR INSTALLATION: A B 4J W m Z 00 z V) in 3 w Ix SIMPLL*988BG cn W W U- DESCRIPTION: CO w fr a W� H 0 §10 SCALE: AS NOTED DRAWN BY: DON COATS s CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -5 SHEET 5 OF 7 12 H 1 2 i 3 I 4 i 6 6 i 7 i 8 i 9 i 10 i 11 A B c D E f 6 H •;"*"*".,- fa risi$Intoolont=1“,misinimilinolml=1=1•El=1“1=110111MIIMR11•111=11•11.1•10111•1111•111•111.1111=1=1•1111MINOI imetolonineim - 1111111/1 - 12-0 80 0 M 16-0 112 0-6 154 54 104 8-6 a a a 1 PA ELEV. Remote Area 5 Flowing Heads a start Head PSI 25.4 Start Head GPM 49.0 SCFT per Head 327 Wet / Dry INET Hazard OH Group 1 Code *PA 13 Construction 0.150 1500 /Ed Ratio 1.20 ax Velocity 30.9 Dev-Hd to Riser (") 994 PS -Hd to Riser 35.9 'WP Source Name or Location DRAWING PS Awl at Source 139 PS Req'd at Source 123 Safety PS 16.6 R GPM Req'd at Source 424'friskier Hose 0.000 Duration of Source 0.000 Outside Hose 250 Req'd Source Volume 0.000 1 Proascre Summary I A I6abie Pressure of 139.5 psi Exceeds Required Pressure of 122.9 psi This is a safety margin of 18.6 psi or 12 % of Supply Avale 0.160 PSI loss - TOR to Source 0.000 AdvancedMax Densityii� Summary I GPM at Max Awlable Density 451 (Rock Demand 0.000 a lo N a 0 1 a 1 J ,.::..,.,__..........18 -0.....i.._ ............:.._:_.........::. ;. _. 1...... ..14.4 1-6 Z01`1E.=CT=iO) a 0 N a_ N Remote Area 6 FlowIa Heads 9 Stat Head PSI 22.9 Stat Head GPM 49.0 SOFT per Head 327 Wet / Drys Hazard WET OH Group 1 Density 0.150 Area 1500 rade Construction NEPA 13 Len/WId Ratio 1.20 Max Velocity 23.9 Bev-Hd to Riser 994 PS -Hd to Riser 35.9 Source Name or Location i RAWV4G PS Avg at Source 139 PS Req'd at Source 109 Safety PSV 30.6 REFERENCE 'W' GPM Req'd at Source 468 'inside Hose 0.000 ! Duration of Source 0.000 Outside Hose 250 Req'd Source Vokune 0.000 Pressure Awiable Pressure of 139.4 psi Exceeds Required Pressure of 108.8 pet lea safety mercer of 30.8 psi or 22 % of Supply Density Available 0.170 at Max Avg ble Density 527 loos - TOR to Source 0.000 ac k Demand 0.000 LEVEL 4 WEST HALF FiRE SPRiNKLER PiPiNG FLAN SCALE 1/8' = 1-0 0 2' 4' 11 8' 1 1 I GRAPHIC SCALE LEVEL 4 t[E:BT HALF KY PL4N N.T.S. SPRINKLERS l I IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in endosures for dr pipe deluge and other types of valves controllingSTREET water supplies to sprinklerpsystems. This drawing and the information and design application herein contained is the property of TYCO FIRE 8c SECURITY / SimpiexGrinnell and/or its subsidiaries and is loaned upon e rens conditions that the same be returned to Sim IexGrinnell on request; all information herein contained P PPAINTINGA. shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimpiexGrinneil , 'Ail rights reserved". Copyright bySim IexGrinnell 2005 p# CONTRACT RESPONSIBILITIES ITEM 5kruplex(Yinnel Y OTHERS SYMBOLS Flow Switch - 4 -Gate valve - N.R.S. (GV) 'Sal Fye DeptConn.(FDC) HYDRAULIC DESIGN DATA I I I I I I 1 I( I I I I I I W CO i!!!!!!!!!!!!" i I ill! aO ifiz MET SYSTEM TYPE DELUGE _� p SPECIAL REQUIREMENTS ■ DOMESTIC PIPE - ■ SCHEDULE 40 MAKE TYPE MODEL SIN NPT / K–FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. TYCO PENDENT TY–FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 WHITE Q 0 HAZARD CLASSIFICAIION DENSITY GPM/SIFT. AREA OF APPUC. HOSE ALLOW. so. FT. /HD. TOTAL SYSTEM REQUIREMENTS WATER CINdNECTiaN i I Hydraulic Reference Point -O- ( ) poet Indicator valve (RV) -1i4- OS&Y Gate Valve (os&Y) – TYCO PENDENT TY -FRB TY3231 1/2 / / 5.6 155' BRASS STYLE 20 BRASS ) 0 NAAME O. GPM PSI AT DRY PREACtioN UNDERGRWND WATER MAINS Monitor Switch 8 .Q Fie Hydrant (3 Way) tine Destgruattan TYCO EC PENDENT EC11 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK 0 106 r ■a1Y ❑CN Y EN APPROVALS ■ SCHEDULE so • EXCAVATIONS 1 .__. Earthquake Bracing Butterfiy Valve Thrust Elodk TYCO CON PENDENT RFI' TY3531 1/2 / 5.6 155' BRASS CONCEALED BLACK cdr = O 0 2 ■GALVANIZED PIPE U GALVANIZED FIT„NGS ■ GALVANIZED MATERIALS ❑ SPECIAL FITIINas al FM. MATERIAL gACICFlLL� t Hanger Alarm Valve (ALV) Key Gate Sectional Valve TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE cog MT® QQ 0 3 Main Designation -*— Union with Roadway t3ox WIRING I a�Oactric Bell TYCO PENDENT EC11 TY5237 3/4 / 11.2 155' CHROME STYLE 30 CHROME cr+ RO 8 4 �T IN Screwed Cap Fye Hose Away Water Motor Gong (WMG)e�/venr TYCO PENDENT TY–FRB TY3231 1/2 / 5.6 155'BRASS STYLE 20 WHITE Q 23 5 *13'¢ of Pipe Below Bottom of Deck —IDl. In Test —4 Screwed Plug –DI W° Chic Valve � TYCO PENDENT TY–FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK e'' ` 61 SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE OUT IN +12'-4° ¢ of Pipe Above Ref. PyneCIV- Swing Check Valve -5- Gobe Vdve -fl-Grooved P1�9 TYCO UPRIGHT TY -FRB TY3131 1 /2 / 5.6 155 BRASS O 23140 WATER PSI 20 PSI. WiTH 8000 GPM FLOV�NG OUT ear t oisq Elevation Change h Pipe -10- Flanged CaonectionFIrO DeptConn.(Standard)(FDC) -7' Angie Valve TYCO SIDEWALL TY -FRB TY3331 1/2 / 5.6 155' BRASS a 0 TEST LOCATION: BAKER & ANDOVER PARKWAY W ■ OTHER •pi (not thru floor)0 System Riser � Fire DeptCann.(Fiush) (FDC) Dry Pipe Valve - TOTAL THIS SHEET - 221 BY: TEST DATE: 2005 our 1 2 3 4 6 8 7 8 9 10 11 I 12 Lt 613 0 0 REVISIONS - SEE FLAGGED AREA ON PLAN >- co 0 z ISSUED FOR INSTALLATION: O✓ w m 1nz 00 �Q 1n w SIMPLL*988BG 0 cc a SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NUMBER: 931515501 SHEET NUMBER: FP -6 SHEET 6 OF 7 12 Remote Area 4 Flowina Heads a Head PS 25.4 Head GPM 49.0 per Head 327 Wet / Dry YET Hazard OH Group 1 Code NEPA 13 Construction Density 0,150 Area 1500 Len/Wid Ratio 1.20 Max Velocity 30.1 ev-Hd to Riser (') 994 -Hd to Riser 35.9 Source Name or Location DRAMS PSI Avail at Source 140 PSI Req'd at Source 105 Safety PS 34.4 REFERENCE 'W GPM Req'd at Source 412 Inside Hose 0.000 , Duration of Source 0.000 (Outside Hose 250 Req'd Source Vakene 0.000 Pressure Sianmary Available Pressure of 139.5 psi Exceeds Required Pressure of 105.1 psi I This is a safety margin of 34.4 psi or 25 % of Supply Advanced I Max Density Available 0.173loss - TOR to Source 0.000 &snma y GPM at Max Avalable Density 474 Rod* Demand 0.000 as " O M o) I N Remote Area 7 FlowkEa Heads 7 Start Head PSI 22.0 Stat Head GPM 48.6 SIFT per Head 327 Wet / Dry WET Hazed OH Group 1 Code NEPA 13 Construction Density 0.150 Area 1500 Len/ Id Ratio 1.20 Max Velocity 19.9 EIev-Hd to Riser (') 994 PSI -Hd to Riser 35.9 Source Name or Location I RAW9lG PS Avdl at Source 140 PSI Req'd at Source 106 Safety PS 33.6 REFERENCE 'W' GPM Req'd at Source 353 'Inside Hose 0.000 Duration of Source 0.000 Outside Hose 250 Req'd Source Winne 0.000 Pressure 'Available Presets* of 139.6 psi Exceeds Required Preserve of 106.1 psi Summary This is a safety main of 33.8 psi or 24 % of Supply Advanced I Max Density Availabie 0.172 Summery GPM at Max Avalable Density 405 PSI loss - TOR to Source 0.000 Rack Demand 0.000 Ls 3 Remote Area 3 Flowkna Heads 7 Start Head PS 21.5 Start Head GPM 49.0 SOFT per Head 327 Wet / Dry WET (Density 0.150 Hazard off Group 1 Urea NF1500 13 'Area Code Ratio 1.20 Eloy -Hsi to Riser (") 1000 e PS -Hd to Riser 36.1 ConstructionConstructionPA Max Velocity 21.4 Source Name or Location DRAW4i6 REFERENCE 'W' PS Avail at Source 140 (GPM Req'd at Source 355 'Inside Hose 0.000 PS Req'd at Source 128 Duration of Source 0.000 Outside Hose 250 Safety PS 13.2 Req'd Source Vokune 0.000 Pressure Summary I kiddie Pressure of 139.6 psi Exceeds Required Pressure of 126.4 psi This is a safety margin of 13.2 psi or 9 % of Simply Advanced t�le 0.158 Summary I Max Density AvGPM at Max Available Density 373 las - TOR to Source 0.000 ack Demand 0.000 0) N " r` I M I MI 30'-0" 30'-0" 61'-4" 304 XXSZCZA 1 1. 1 3 #3 7-1012 et 7-712 et Ulf' h 2 N ,M1 3433-, .1 • -7 till t \ g• 112 8-10 4-5 7-72 .1. 04�� 12-2 -2 etc 3-=712 1-3 7-2 PROMOTION ROOM 6-0 14-6 4-6 AUDITORIUM i EMU 220 SEATS 85) 112 112 7F641101,s 3:37. UMW ilimumwm.nvilivimemeNa r"..,437.21iii71;40- 7 -Ills 4312 2-1112 4-9 M 114.0. zottzcsa AUDITORIUM el E III-riI f W4 SEATS 434, .110 1 I ,k VTR #3 7 3 3<J'-3• BOD...V 11-3 ES eFi .15-.0 54.:....: 10: .74 104. 5-6... 16-0 • •,15-0 112 712 1 .104 54. 7-1012 ro 3-1112 1411s 2-812".. 15-6. tug SIC BRS 2 2 lwas MI I MI MI All I IA NM MI I I MN 11. 1111.0 H LEVEL 4 EAST HALF F IRE SPRINKLER Fl fz*G FL AN 0 2' 4' 8' 11111 GRAPHIC SCALE •eot KEY FLAN IMPORTANT in localities subject to freezing conditions, It is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in CONTRACT RESPONSIBILITIES 17DA - SimplexGrinnelVBY OTHERS HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Alms Finished Coning MT SYSTEM TYPE M DELUGE SPECIAL REQUIREMENTS SYMBOLS MAKE 'TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. Flow Switch (Fs) -1)"*.Gde Vcd" - NAS• PO "04 Fin3 DePtcc'n"-(FDc)' TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 VVHITE 0 0 mt. HAZARD CLASSIFICATION DENSITY AREA Cf HOSE SQ. FT. TOTAL SYSTBA REQUIRBAENTS AFF - Above Finished Floor BC - Below Finished Coning BOB - Bottom of Beam • DomEs-nc PIPE • SCHEDULE 40 DRY REACTION enclosures for dry pipe deluge and other types of valves controlling STREET WATER CMINECTION 0 Hydraulic Reference Point -1.- -011-0S8eY Gate Valve (OS&Y) -4- Post Indicator Valve (P1Y) TYCO PENDENT TY -FRB r(3231 1/2 / 5.6 155* BRASS STYLE 20 BRASS 0 0 AREA Nitmro. GPM PSI AT water supplies to sprinkler systems. . This drawing and the information and design application herein contained UNDERGROUND WATER MAINS B Monitor Switch Fke Hydrant (3 Way) TYCO EC PENDENT ECT 1 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK BOO - Bottom of Deck 91 Une Designation 'thrust ._ • APPROVALS . SCHEDULE SO EXCAVATIC94S 1 41--1. +Earthquake Brackrg _,.4_ Butterfly Vdve --1, Bic& TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED BLACK .:: . 0 2 IMXI - Bottom of Joist BaP - Bottom of Puriln M GALVANIZED PIPE is the property of TYCO ARE & SECURITY / SimplexGrinnell and/or its SACKFUL -71- Hanger 0 Alarm Valve (ALV) .4_ m GRaot: Se;tional Valve 4Erri Main Designation -10- union TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE casnwrro o 3 FIV - Hose Vcdve • arm OM DM • GALVANIZED flTnNOS subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of WIRING .4;1„,,Elecbic Bell - ...- Screwed Cap owg Fire Hose Assembly TYCO PENDENT ECT 1 TY5237 3/4 / 11.2 155' CHROME , STYLE 30 CHRME E aiRo 6 4 MC - Not in Contract OUT 114 0 GALVANIZED MATERIALS 0 SPECIAL FITTINGS F.M. MATERIAL • OTHER PAINTING *Irt of Pipe Below Bottom of Deck -III Grooved CIN3 .ai. water motor Gan (wmo inspectors Test TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 WHITE BR6/wiTO 21 5 Pas - Not to Scale OBJ - Open Bar Joist CUT IN -.4 Screvied Plug -01 Wafer Check Valve -1, TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK .1 59 WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE SP - Start4ipe SimplexGrinnell. +12'-e c of Pipe Above Ref. Plane _o_. Grooved Goulding -NJ- Swing Check Valve -5- Globe Valve TYCO UPRIGHT TY -FRB TY3131 1/2 / 5.6 155' BRASS 0 22 140 PSI 20 PSI. WITH 8000 GPM FLOIMNG Me - Top of Beam our IN Created by the SimplexGrinnell *All rights reserved.. Ink glow rntvtatlogi Dflhanr ki Pipe -5- Flanged Connection ....tFb-e Dept.Conn.(StandardXFDC)-sw Ansde Valve TYCO SIDEWALL TY -FRB TY3331 1/2 / 5.6 155' BRASS <I 0 TEST LOCATION: BAKER & ANDOVER PARKWAY W TOP - Top of Purlin TOS - Top Steel , Copyright by SimplexGrinnell 2005 % 6 System Riser .41"..Fire Dept.Conn.(Flush) (FDC) * Dry PVe Valve - TOTAL THIS SHEET - 214 BY: TEST DATE: 2005 of UON - Unless Otherwise Noted OJT 11 12 t 11 a hp/ 1 im 121 ik 4 § -..„...„ a b a n§ omit 1 ii ; li Lt 613 I§ AlA -,„. is <0; a It 4 *4 id ii RE REVISIONS - SEE FLAGGED AREA ON PLAN IX SIMPLL*988BG ISSUED FOR INSTALLATION: cn cn CC CC cc 0 co cc Icc 0 (94 < § SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/13/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP 7 SHEET 7 OF 7 12 ft pc) 2 I 3 "' MUM OWN r 4 1 I ......,,___ .... 4.-------4--- 1% :?.. 6 6 •Mga11/011011110111111•IMML00,01111110”0011011111/101•1 ft Remote Area 2 Flowing Heads 22 Start Head PSI 7.30 Steel Head GPM 0..300 SOFT per Head 1411,0 Wet / Dry VET Hazard OH Group 1 Code NFPA 13 Construction Density 0.150 Area 1500 Len/Vild Ratio 1.20 Max Velocity 18.5 ev-Hd to Riser (1" 724 PSI -Hd to Riser bo26.1 CA Source Name or Location DRAVANG REFERENCE Y PSI Avail at Source 139 lOPS Reid at Source 652 'Inside Hose 1000 PS Req'd at Source 79.5 Iouratlon of Source 0.000 Outside Hose 1000 Safety PSI 59.3 IRecid Source Volume 0.000 i Pressure Available Pressure of 138.8 psi Exceeds Required Pressure of 79.5 psi Sunvnary This is a safety margin of 59.3 psi or 43 % of Supply Advanced I Max Density Avdcthle 0.198 PSI lose - TOR to Source 0.000 Summary GPM at Max Avcdable Density 882 Rack Demand 0.000 0 ft r%) ft I •011001,•011/111 sg• 015 ./1 I MI I IN I= I 010 , . 111110,1Miti 0., 8 9 I to ',=10011=1110,10010•$11011111111/0g=timily,101111101 g OM. Min, /111*,2011/g1/10/11/1M,M111.,1101101,0111,M11;=11•0;10111,=;=100,11011•11,M111110111010111g/01.01110111100taigag ap,a,a,agagagagagagaggagalaginll$01011/01/01=$=1=1=1=1.1••$=$/ig/1$10111/11/g11011011111/gag agaraga,a, at aim, a• Millagallta lag agg.,agagagagagagaga$agaga,a, a, • • • 5-7 , 04 - CON BIM OcIti EifJi LIM • • lilnT MAXI IMO ......... . 1 ..... 104 .14,11 somis vol ,00,* *500* 0 0 /0liii 01001000 iii11111111111111111111111 1111 111111111111111MMNI • A7 A6 • 111 ........ . ......... ........ Remote Area 1 no Heads 29 Start Head PSI 5.77 Start Head GPM 14.5 SOFT Per Head 130 Wet / Dry VET Hazard OH Grow 1 Code NFPA 13 Construction Density 0.150 Area 1500 Lon/V6d Ratio 1.20 Max Velocity 24.4 Elev-Hd to Riser 0 724 PSI -Hd to Riser 26.1 0 Source None or Location DRANO PSI Aval at Source 138 PSI Req'd at Source 107 Safety PS 30.8 REFERENCE "Vr GPM Req'd at Source 867 Duration of Source 0.000 Req'd Source Volume 0.000 held. Hose 0.000 Outside Hose 0.000 Pressure Available Pressure of 138.0 psi Exceeds Required Pressure of 107.4 psi Stenmary This le a safety mar& of 30.8 psi 011211...._ AdvSunvix; Max Density IA vddlio 9.170 113s Ion - TOR to Source 0.000 I GPM at Max Avcdable Density $82 Rack Derrivid 0.000 I . CON rtImehiMifimmitommosuad rm. 1=1•11111111111.11 OZNCSIIT A C 3600 SOUTHCENTER MALL ASSOCIATED PERMITS 18-F-028 08-F-058 07-S-276 08-H-376 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. SITE LOCATION 1 dA 0-A _ Site Addre **PLEASE PRINT** King Co. Assessor's Tax No.: 2. C2y1 - C)C)) b Suite Number: Floor: Tenant Name: AMC I U2 New Tenant? ❑ - Yes ❑ - No n \. Property Owner's Name: Ve 1 �it 'Tkp q Il( • Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name:COun-n�,ul 1 C I i — Company Name: eluay0104 &EX Jn Day Telephone: 200 '6222' 5 .r0Cf - Z29 Mailing Address: 1 ) 4.) S(2 41 \AAA�S) L City State Zip E-mail Address: & y9s aN oiI • COM Fax Number: Contractor's City of Tukwila'� NICET III number: Business License number: TSN- 66192cC��1 Total number of new/relocated devices or sprinkler heads: 8 Valuation of Project (contractor's bid price): $9_1 I06 Scope of Work (please provide detailed information): ye_ O CNYy, ke . proven .a lam" at() � Cg) c PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT HAVE R UNDER PENALTY OF PE t RY BY FOR THIS PERMIT BUILDING 041 4 rAb .421f NEU/ - D AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE HE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY Signature: Print N Plan Permit App.doc Date:_ ' 18 Day Telephone:'XD (.Q 22 C05/-4 S 8/22/14 TFD FP Form 8 .0 FIRE DEPARTMENT FIRE ALARM PLAN REVIEW COMMENTS Project Name: AMC Theatre 3600 Southcenter Mall Permit No.: 08-F-058 Date: March 4, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Comply with fire department memo dated October 18, 2006. (Attached). • Upon alarm condition, movies shall cease playing, house lights will turn on and arcade games shall shutdown. • Audible notification to be a minimum of 15 decibels above ambient noise levels throughout all areas. • All control functions for the theatre system shall be available at the mall main fire alarm control panel. • Voice/evacuation system shall comply with International Building Code section 907.2.20 and NFPA 72 and be intelligible in all required areas. • All duct detectors must be installed on the return side of air handling systems per the International Mechanical Code. • When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters, which reads "Fire Alarm" or "Fire Alarm Control". • Remote indicator lights are required on all above ceiling smoke detectors. • Dedicated fire alarm system circuit breakers shall be equipped with lockout devices. • Duct detectors shall send a supervisory signal only upon activation. • An electrical permit from the city of Tukwila Building Department permit center (206-433-7165) is required for this project. • The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox Keybox. Contact the Tukwila Fire Prevention Office at 206-575-4407 for ordering information. , City of Tukwila Steven M. Mullet, Mayor Fire Department Nicholas J. Olivas, Fire Chief October 18, 2006 TO: All concerned parties FROM: Al Metzler, Fire Protection Project Coordinator SUBJECT: Fire alarm requirement clarifications for Southcenter Mall Expansion The following is intended to clarify some questions that have surfaced concerning the above referenced subject. • The mall expansion will have alarm notification throughout the entire space. This includes audibility throughout (including voice/evac system) and visibility in all common use areas. • All initiating devices in the mall expansion will be tied to the new fully addressable fire alarm control panel. • All initiating devices that are currently tied to the existing mall fire alarm control panel will be tied to the new fire alarm control panel. • Notification appliances (including voice/evac) will be installed in all existing mall common areas. • When tenant improvements occur in existing mall tenant spaces, notification appliances will be installed and tied to the mall fire alarm control panel. • When modifications to HVAC systems occur in existing mall tenant spaces, all duct detectors or RTU smoke detectors will be tied to the mall fire alarm control panel. • An exterior horn/strobe shall be placed on the exterior wall of the fire alarm control room. • Activation of any initiating device (except the theater area) will activate all notification devices throughout the mall, except the theater area. Activation of any initiating device in the theater area will activate all notification devices in the theater and the atrium area on all floors. Activation of any initiating device in the atrium area will activate all notification devices throughout the atrium area and the theater. If you have any further questions please contact me at 206-575-4407. Al Metzler Fire Protection Project Coordinator Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 FILE FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: AMC Theaters 3600 Southcenter Mall Permit No.: 07-S- 276 Date: December 21, 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. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide a monitored 3rd floor isolation valve for riser T1 0. • Sprinkler heads in elevator pits and hoistways shall have monitored isolation control valves. • Provisions shall be made to properly drain all parts of the system including floor control valves per section 8.16.2. • Maintain a 4 ft. clearance around the front and sides of the sprinkler risers. • Provide listed, rated pipe stands to support riser manifolds. • All control valves are required to be electrically supervised. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Provide auxiliary drains as necessary to allow complete and total drainage of the system. • Sprinkler heads spaced closer than 6 ft. apart are required to be baffled. • Stairways shall be sprinklered per section 8.15.3. • Quick -response heads and standard response heads shall not be inter -mixed. • Sprinkler risers shall have hydraulic data plates and be placarded per Tukwila Fire Department requirements. • All control and test connection valves shall be provided with permanently marked weatherproof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters, which reads "SPRINKLER RISER". • All welded sprinkler pipe to be stamped per NFPA 13. • Maintain a minimum temperature of 40 degrees Fahrenheit in all wet pipe areas to prevent freezing. • Comply with all Tuazon Engineering review comments unless specifically exempted by the Tukwila Fire Department. All references are NFPA 13, 2007 Edition. ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 HYDRAULIC DESIGN INFORMATION SHEET . Job Name: AMC 16 Theatres Location: 633 Southcenter Parkway Tukwila, WA 98188 Drawing Date: 12/13/07 Contractor: SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila Remote Area Number: 1 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 130.0 sq ft) 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: TY -FRB K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 28 Flowing Outlets gpm Required: 625.3 psi Required: 98.5 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test Date of Test 2005 Static Pressure 140.0 psi Residual Pres 20.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOM LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 625 98.5 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 625 gpm 138.9 psi SAFETY PRESSURE 40.4 psi Available Pressure of 138.9 psi Exceeds Required Pressure of 98.5 psi This is a safety margin of 40.4 psi or 29 % of Supply Maximum Water Velocity is 24.4 fps ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 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 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^'-1)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 59.33.. 1S 55.50 2 59.33 2S 55.50 3 59.33 3S 55.50 4 59.33 4S 55.50 5 59.33 5S 51.17 6 59.33 6S 53.50 7 59.33 7S 55.50 8 59.33 8S 53.50 9 59.33 9S 54.00 10 59.33 l0S 55.50 11 59.33 11S 54.00 12 59.40 12S 54.00 13 59.40 13S 54.00 14 59.33 14S 54.00 15 59.33 15S 55.50 16 59.33 16S 54.00 17 59.33 17S 54.00 18 59.33 18S 54.00 19 58.83 19S 55.50 20 58.83 20S 55.50 21 58.83 21S 55.50 22 58.83 22S 55.50 23 58.83 23S 55.50 24 58.83 24S 55.50 25 58.83 25S 55.50 26 58.83 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 5.60 5.60 5.60 5.60 5.8 7.0 6.3 7.5 10.0 11.0 12.2 13.1 12.1 14.2 14.7 15.9 12.3 13.2 12.4 13.9 20.8 21.5 16.4 17.1 17.1 18.1 19.5 20.4 18.4 19.4 21.0 21.8 16.8 17.5 17.2 18.2 20.0 20.8 18.1 19.0 12.0 12.8 12.8 13.5 17.1 17.7 17.1 17.6 11.3 12.1 12.1 12.9 16.2 16.8 16.0 14.8 15.3 18.6 20.3 21.1 22.4 20.3 20.8 26.0 23.1 23.8 25.3 24.6 26.1 23.4 23.9 25.6 24.4 20.0 20.6 23.5 23.5 19.5 20.1 22.9 14.8 14.8 14.8 14.8 14.8 15.4 14.8 15.4 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 0.18 0.20 0.22 0.24 1.56 0.22 0.35 0.20 0.32 0.40 0.29 0.31 0.30 0.32 0.40 0.30 0.32 0.26 0.37 0.38 0.52 1.74 0.36 0.37 0.42 - AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^')) (PSI) (GPM) (GPM) (GPM/SQ.FT) 26S 51.17 27 58.83 27S 55.50 28 59.33 28S 54.00 410 59.33 411 59.33 412 59.33 413 59.33 414 59.33 415 59.33 416 59.33 417 59.33 418 59.33 419 59.40 420 59.33 421 59.33 422 59.33 423 58.83 424 58.83 425 58.83 426 58.83 427 58.83 428 58.83 429 58.83 430 59.33 451 81.83 452 82.33 453 82.33 454 82.33 455 81.83 456 81.83 457 81.83 458 81.83 459 81.83 460 81.83 461 81.83 462 81.83 463 81.83 464 82.33 465 82.33 Al 58.83 A2 58.83 A3 58.83 A4 58.83 A5 58.83 A6 58.83 A7 58.83 A8 58.83 A9 58.83 A10 58.83 5.60 5.60 5.60 17.6 20.1 20.4 21.4 22.1 20.2 16.8 14.7 14.0 11.5 7.4 14.3 23.8 19.5 22.3 24.0 19.7 22.9 20.2 19.5 14.7 23.3 19.0 18.5 13.9 27.3 45.7 45.4 45.4 45.4 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.4 45.4 26.4 26.4 26.5 26.7 27.0 27.3 27.6 27.9 34.9 36.1 23.5 25.3 26.3 14.8 19.5 19.5 1.74 0.19 0.20 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Page 6 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) All 58.83 Al2 58.83 A13 58.83 A14 58.83 A15 58.83 Al6 48.74 A18 9.00 A19 5.00 A20 5.00 C3 81.83 C4 81.83 C5 81.83 C6 81.83 C7 81.83 C8 81.83 C9 81.83 D1 81.83 D2 81.83 D3 81.83 D4 81.83 D5 81.83 El 81.83 E2 81.83 E3 81.83 E4 81.83 Fl 81.83 F2 81.83 Jl 47.46 J2 47.46 Kl 5.00 W -1.00 37.2 37.8 38.0 38.9 55.6 63.8 90.6 92.7 95.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 45.7 66.6 66.7 92.6 98.5 Max velocity of 24.45 occurs in the pipe from Al TO 410 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. • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 7 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt TYPES FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATS 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 1S 14.82 1.049 1E 3.83 7.0 7.0 K = 5.60 C=120 2.00 -1.7 0.0 14.82 0.075 5.83 0.4 7.0 Vel = 5.55 1 1.049 21.50 5.8 5.8 EqK = 6.17 C=120 0.00 0.0 0.0 14.82 0.075 21.50 1.6 5.8 Vel = 5.55 15.34 1.049 2E 10.95 7.4 7.4 415 C=120 4.00 0.0 0.0 See PATH 2 30.15 0.278 14.95 4.2 7.4 Vel = 11.30 18.57 1.380 14.00 11.5 11.5 414 C=120 0.00 0.0 0.0 See PATH 3 48.73 0.178 14.00 2.5 11.5 Vel = 10.55 20.27 1.380 2.05 14.0 14.0 413 C=120 0.00 0.0 0.0 See PATH 8 68.99 0.338 2.05 0.7 14.0 Vel = 14.94 21.11 1.610 8.06 14.7 14.7 412 C=120 0.00 0.0 0.0 See PATH 7 90.10 0.262 8.06 2.1 14.7 Vel = 14.34 22.35 1.610 1T 411 C=120 112.45 0.394 0.46 16.8 16.8 8.00 0.0 0.0 See PATH 12 8.46 3.3 16.8 Vel = 17.90 41.19 1.610 1T 0.50 20.2 20.2 410 C=120 8.00 0.2 0.0 See PATH 9 153.64 0.702 8.50 6.0 20.2 Vel = 24.45 Al 4.260 C=120 153.64 0.006 10.31 26.4 26.4 0.00 0.0 0.0 10.31 0.1 26.4 Vel = 3.49 72.93 4.260 7.77 26.4 26.4 A2 C=120 0.00 0.0 0.0 See PATH 15 226.57 0.013 7.77 0.1 26.4 Vel = 5.15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 8 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 49.92 4.260 11.22 26.5 26.5 A3 C=120 0.00 0.0 0.0 See PATH 22 276.49 0.018 11.22 0.2 26.5 Vel = 6.28 73.45 4.260 10.10 26.7 26.7 A4 C=120 0.00 0.0 0.0 See PATH 16 349.95 0.028 10.10 0.3 26.7 Vel = 7.95 49.99 4.260 7.09 27.0 27.0 A5 C=120 0.00 0.0 0.0 See PATH 21 399.94 0.036 7.09 0.3 27.0 Vel = 9.09 87.68 4.260 6.48 27.3 27.3 A6 C=120 0.00 0.0 0.0 See PATH 5 487.62 0.052 6.48 0.3 27.3 Vel = 11.08 111.32 4.260 4.07 27.6 27.6 A7 C=120 0.00 0.0 0.0 See PATH 4 598.94 0.076 4.07 0.3 27.6 Vel = 13.61 26.34 4.260 1T 58.40 27.9 27.9 A8 C=120 26.33 0.0 0.0 See PATH 28 625.28 0.082 84.73 7.0 27.9 Vel = 14.21 4.260 14.14 34.9 34.9 A9 C=120 0.00 0.0 0.0 625.28 0.082 14.14 1.2 34.9 Vel = 14.21 4.260 14.14 36.1 36.1 A10 C=120 0.00 0.0 0.0 625.28 0.082 14.14 1.2 36.1 Vel = 14.21 All 4.260 6.97 37.2 37.2 C=120 0.00 0.0 0.0 625.28 0.082 6.97 0.6 37.2 Vel = 14.21 Al2 4.260 C=120 625.28 0.082 2.50 37.8 37.8 0.00 0.0 0.0 2.50 0.2 37.8 Vel = 14.21 4.260 10.44 38.0 38.0 A13 C=120 0.00 0.0 0.0 625.28 0.082 10.44 0.9 38.0 Vel = 14.21 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 9 HYD. REF POINT Qa DIA. OCO Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO iii (PRIMARY PATH) 4.260 1T 177.18 38.9 38.9 A14 C=120 26.33 0.0 0.0 625.28 0.082 203.52 16.8 38.9 Vel = 14.21 4.260 1E 16.85 55.6 55.6 A15 C=120 1V 28.97 4.4 0.0 625.28 0.082 45.81 3.8 55.6 Vel = 14.21 4.260 1T A16 C=120 625.28 0.082 1.28 63.8 63.8 26.33 0.6 0.0 27.62 2.3 63.8 Vel = 14.21 J1 6.357 2.00 66.6 66.6 C=120 0.00 0.0 0.0 625.28 0.012 2.00 0.0 66.6 Vel = 6.38 6.357 14E 364.38 66.7 66.7 J2 C=120 1V 250.21 16.7 0.0 625.28 0.012 614.59 7.2 66.7 Vel = 6.38 6.357 1E 4.00 90.6 90.6 A18 C=120 17.60 1.7 0.0 625.28 0.012 21.60 0.3 90.6 Vel = 6.38 K1 8.249 1E 12.58 92.6 92.6 C=120 20.02 0.0 0.0 625.28 0.003 32.60 0.1 92.6 Vel = 3.79 10.370 1V 2.29 92.7 92.7 A19 C=120 2788.54 0.0 0.0 625.28 0.001 2790.84 3.0 92.7 Vel = 2.40 10.518 4E 124.96 95.7 95.7 A20 C=140 139.88 2.6 0.0 625.28 0.001 264.83 0.2 95.7 Vel = 2.33 w 625.28 98.5 K = 63.01 PATH 2 FROM HYDRAULIC REFERENCE 2 TO 415 15.34 1.049 1E 3.83 7.5 7.5 K = 5.60 2S C=120 2.00 -1.7 0.0 15.34 0.080 5.83 0.5 7.5 Vel = 5.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 10 HYD. REF POINT Qa DIA. tl C 1� Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 2 FROM HYDRAULIC REFERENCE 2 TO 415 CONTINUED 2 1.049 1T 8.50 6.3 6.3 EqK = 6.11 C=120 5.00 0.0 0.0 15.34 0.080 13.50 1.1 6.3 Vel = 5.75 415 15.34 7.4 K = 5.64 PATH 3 FROM HYDRAULIC REFERENCE 3 TO 414 18.57 1.049 1E 3.83 11.0 11.0 K = 5.60 3S C=120 2.00 -1.7 0.0 18.57 0.113 5.83 0.7 11.0 Vel = 6.96 3 1.049 1T C=120 18.57 0.113 8.50 10.0 10.0 EqK = 5.87 5.00 0.0 0.0 13.50 1.5 10.0 Vel = 6.96 414 18.57 11.5 K = 5.47 PATH 4 FROM HYDRAULIC REFERENCE 23 TO A7 19.50 1.049 1E 3.33 12.1 12.1 K = 5.60 23S C=120 2.00 -1.4 0.0 19.50 0.124 5.33 0.7 12.1 Vel = 7.31 1.049 23 C=120 19.50 0.124 20.50 11.3 11.3 EqK = 5.79 0.00 0.0 0.0 20.50 2.6 11.3 Vel = 7.31 20.09 1.049 10.00 13.9 13.9 429 C=120 0.00 0.0 0.0 See PATH 6 39.59 0.460 10.00 4.6 13.9 Vel = 14.84 428 22.94 1.380 C=120 62.52 0.282 1.81 18.5 18.5 0.00 0.0 0.0 See PATH 14 1.81 0.5 18.5 Vel = 13.54 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) - AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Tyco Fire Products Page 11 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 23 TO A7 CONTINUED 427 23.49 1.380 C=120 86.01 0.509 8.45 0.00 8.45 19.0 0.0 4.3 19.0 0.0 See PATH 13 19.0 Vel = 18.63 25.31 1.610 1T 3.07 23.3 23.3 426 C=120 8.00 0.0 0.0 See PATH 24 111.32 0.387 11.07 4.3 23.3 Vel = 17.72 A7 111.32 27.6 K = 21.19 PATH 5 FROM HYDRAULIC REFERENCE 19 TO A6 20.02 1.049 1E 3.33 12.8 12.8 K = 5.60 19S C=120 2.00 -1.4 0.0 20.02 0.130 5.33 0.7 12.8 Vel = 7.50 1.049 20.50 12.0 12.0 EqK = 5.77 19 C=120 0.00 0.0 0.0 20.02 0.130 20.50 2.7 12.0 Vel = 7.50 20.61 1.049 10.00 14.7 14.7 425 C=120 0.00 0.0 0.0 See PATH 11 40.63 0.483 10.00 4.8 14.7 Vel = 15.23 23.53 1.380 2.09 19.5 19.5 424 C=120 0.00 0.0 0.0 See PATH 18 64.16 0.296 2.09 0.6 19.5 Vel = 13.90 23.52 1.380 1T 7.48 20.2 20.2 423 C=120 6.00 0.0 0.0 See PATH 17 87.68 0.527 13.48 7.1 20.2 Vel = 18.99 A6 87.68 27.3 K = 16.79 PATH 6 FROM HYDRAULIC REFERENCE 24 TO 429 20.09 1.049 1E 3.33 12.9 12.9 K = 5.60 24S C=120 2.00 -1.4 0.0 20.09 0.131 5.33 0.7 12.9 Vel = 7.53 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 12 HYD. REF POINT Qa DIA. C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 6 FROM HYDRAULIC REFERENCE 24 TO 429 CONTINUED 1.049 1T 8.50 12.1 12.1 EqK = 5.77 24 C=120 5.00 0.0 0.0 20.09 0.131 13.50 1.8 12.1 Vel = 7.53 429 20.09 13.9 K = 5.39 PATH 7 FROM HYDRAULIC REFERENCE 5 TO 412 21.11 1.049 1E 8.17 14.2 14.2 K = 5.60 5S C=120 2.00 -3.5 0.0 21.11 0.144 10.17 1.5 14.2 Vel = 7.91 5 1.049 1T 12.96 12.1 12.1 EqK = 6.06 C=120 5.00 0.0 0.0 21.11 0.144 17.96 2.6 12.1 Vel = 7.91 412 21.11 14.7 K = 5.50 PATH 8 FROM HYDRAULIC REFERENCE 4 TO 413 20.27 1.049 1E 3.83 13.1 13.1 K = 5.60 4S C=120 2.00 -1.7 0.0 20.27 0.133 5.83 0.8 13.1 Vel = 7.60 4 1.049 1T C=120 20.27 0.133 8.50 12.2 12.2 EqK = 5.80 5.00 0.0 0.0 13.50 1.8 12.2 Vel = 7.60 413 20.27 14.0 K = 5.41 PATH 9 FROM HYDRAULIC REFERENCE 7 TO 410 20.34 1.049 1E 3.83 13.2 13.2 K = 5.60 7S C=120 2.00 -1.7 0.0 20.34 0.134 5.83 0.8 13.2 Vel = 7.62 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 13 HYD. RE F POINT Qa DIA. ,, C " Qt Pf/ft FITTING PIPE Pt Pt TYPES FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE 7 TO 410 CONTINUED 7 1.049 1E 13.02 12.3 12.3 EqK = 5.80 C=120 2.00 0.0 0.0 20.34 0.134 15.02 2.0 12.3 Vel = 7.62 20.85 1.049 1T 6.77 14.3 14.3 416 C=120 5.00 0.0 0.0 See PATH 10 41.19 0.495 11.77 5.8 14.3 Vel = 15.44 410 41.19 20.2 K = 9.17 PATH 10 FROM HYDRAULIC REFERENCE 8 TO 416 20.85 1.049 1E 5.83 13.9 13.9 K = 5.60 8S C=120 2.00 -2.5 0.0 20.85 0.141 7.83 1.1 13.9 Vel = 7.82 8 1.049 1T 8.50 12.4 12.4 EqK = 5.91 C=120 5.00 0.0 0.0 20.85 0.141 13.50 1.9 12.4 Vel = 7.82 416 20.85 14.3 K = 5.50 PATH 11 FROM HYDRAULIC REFERENCE 20 TO 425 20.61 1.049 1E 20S C=120 20.61 0.138 3.33 13.5 13.5 K = 5.60 2.00 -1.4 0.0 5.33 0.7 13.5 Vel = 7.73 1.049 1T 8.50 12.8 12.8 EqK = 5.75 20 C=120 5.00 0.0 0.0 20.61 0.138 13.50 1.9 12.8 Vel = 7.73 425 20.61 14.7 K = 5.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) . AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 14 HYD. REF POINT Qa DIA. "C�� Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 12 FROM HYDRAULIC REFERENCE 6 TO 411 22.35 1.049 1E 5.83 15.9 15.9 K = 5.60 6S C=120 2.00 -2.5 0.0 22.35 0.160 7.83 1.2 15.9 Vel = 8.38 6 1.049 1T 8.50 14.7 14.7 EqK = 5.84 C=120 5.00 0.0 0.0 22.35 0.160 13.50 2.2 14.7 Vel = 8.38 411 22.35 16.8 K = 5.45 PATH 13 FROM HYDRAULIC REFERENCE 26 TO 427 23.49 1.049 1E 7.67 17.6 17.6 K = 5.60 26S C=120 2.00 -3.3 0.0 23.49 0.175 9.67 1.7 17.6 Vel = 8.80 1.049 1T 12.33 16.0 16.0 EqK = 5.88 26 C=120 5.00 0.0 0.0 23.49 0.175 17.33 3.1 16.0 Vel = 8.80 427 23.49 19.0 K = 5.39 PATH 14 FROM HYDRAULIC REFERENCE 25 TO 428 22.94 1.049 1E 3.33 16.8 16.8 K = 5.60 25S C=120 2.00 -1.4 0.0 22.94 0.168 5.33 0.9 16.8 Vel = 8.60 1.049 1T 8.50 16.2 16.2 EqK = 5.69 25 C=120 5.00 0.0 0.0 22.94 0.168 13.50 2.3 16.2 Vel = 8.60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 15 HYD. Qa REF POINT Qt 428 22.94 DIA. " C " Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn 18.5 K = 5.33 PATH 15 FROM HYDRAULIC REFERENCE 10 TO A2 23.14 1.049 1E 3.83 17.1 17.1 K = 5.60 10S C=120 2.00 -1.7 0.0 23.14 0.170 5.83 1.0 17.1 Vel = 8.68 1.049 1E 15.98 16.4 16.4 EqK = 5.71 10 C=120 2.00 0.0 0.0 23.14 0.170 17.98 3.1 16.4 Vel = 8.68 23.79 1.049 6.77 19.5 19.5 418 C=120 0.00 0.0 0.0 See PATH 19 46.94 0.631 6.77 4.3 19.5 Vel = 17.59 26.00 1.380 1T 0.50 23.8 23.8 417 C=120 6.00 0.2 0.0 See PATH 26 72.93 0.375 6.50 2.4 23.8 Vel = 15.80 A2 72.93 26.4 K = 14.19 PATH 16 FROM HYDRAULIC REFERENCE 15 TO A4 23.42 1.049 1E 3.83 17.5 17.5 K = 5.60 15S C=120 2.00 -1.7 0.0 23.42 0.174 5.83 1.0 17.5 Vel = 8.78 1.049 1E 14.31 16.8 16.8 EqK = 5.71 15 C=120 2.00 0.0 0.0 23.42 0.174 16.31 2.9 16.8 Vel = 8.78 23.91 1.049 6.77 19.7 19.7 421 C=120 0.00 0.0 0.0 See PATH 20 47.32 0.640 6.77 4.3 19.7 Vel = 17.74 26.13 1.380 1T 420 C=120 73.45 0.380 0.50 24.0 24.0 6.00 0.2 0.0 See PATH 27 6.50 2.5 24.0 Vel = 15.91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 16 HYD. REF POINT Qa DIA. C Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn A4 73.45 26.7 K = 14.21 PATH 17 FROM HYDRAULIC REFERENCE 22 TO 423 23.52 1.049 1E 3.33 17.6 17.6 K = 5.60 22S C=120 2.00 -1.4 0.0 23.52 0.176 5.33 0.9 17.6 Vel = 8.82 1.049 1T 12.08 17.1 17.1 EqK = 5.68 22 C=120 5.00 0.0 0.0 23.52 0.176 17.08 3.0 17.1 Vel = 8.82 423 23.52 20.2 K = 5.24 PATH 18 FROM HYDRAULIC REFERENCE 21 TO 424 23.53 1.049 1E 3.33 17.7 17.7 K = 5.60 21S C=120 2.00 -1.4 0.0 23.53 0.176 5.33 0.9 17.7 Vel = 8.82 1.049 1T 8.50 17.1 17.1 EqK = 5.68 21 C=120 5.00 0.0 0.0 23.53 0.176 13.50 2.4 17.1 Vel = 8.82 424 23.53 19.5 K = 5.32 PATH 19 FROM HYDRAULIC REFERENCE 11 TO 418 11S 23.79 1.049 1E 5.33 18.1 18.1 K = 5.60 C=120 2.00 -2.3 0.0 23.79 0.179 7.33 1.3 18.1 Vel = 8.92 11 1.049 1T C=120 23.79 0.179 8.50 17.1 17.1 EqK = 5.76 5.00 0.0 0.0 13.50 2.4 17.1 Vel = 8.92 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Tyco Fire Products Page 17 HYD. REF POINT Qa DIA. FITTING PIPE Pt Pt "C" TYPES FTNG'S Pe Pv ******* NOTES ******* Qt Pf/ft TOTAL Pf Pn 418 23.79 19.5 K = 5.39 PATH 20 FROM HYDRAULIC REFERENCE 16 TO 421 23.91 1.049 1E 5.33 18.2 18.2 K = 5.60 16S C=120 2.00 -2.3 0.0 23.91 0.181 7.33 1.3 18.2 Vel = 8.96 1.049 1T 8.50 17.2 17.2 EqK = 5.76 16 C=120 5.00 0.0 0.0 23.91 0.181 13.50 2.5 17.2 Vel = 8.96 421 23.91 19.7 K = 5.39 PATH 21 FROM HYDRAULIC REFERENCE 18 TO A5 24.44 1.049 1E 5.33 19.0 19.0 K = 5.60 18S C=120 2.00 -2.3 0.0 24.44 0.189 7.33 1.4 19.0 Vel = 9.16 1.049 1E 18.18 18.1 18.1 EqK = 5.74 18 C=120 1T 7.00 0.0 0.0 24.44 0.189 25.18 4.8 18.1 Vel = 9.16 25.55 1.049 1T 0.50 22.9 22.9 422 C=120 5.00 0.2 0.0 See PATH 25 49.99 0.709 5.50 3.9 22.9 Vel = 18.74 A5 49.99 27.0 K = 9.62 PATH 22 FROM HYDRAULIC REFERENCE 13 TO A3 24.64 1.049 1E 13S C=120 24.64 0.191 5.40 19.4 19.4 K = 5.60 2.00 -2.3 0.0 7.40 1.4 19.4 Vel = 9.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:27 Page 18 HYD. REF POINT Qa DIA. VT IV Qt Pfl/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 22 FROM HYDRAULIC REFERENCE 13 TO A3 CONTINUED 1.049 1T 15.25 18.4 18.4 EqK = 5.74 13 C=120 5.00 0.0 0.0 24.64 0.191 20.25 3.9 18.4 Vel = 9.24 25.28 1.049 1T 0.56 22.3 22.3 419 C=120 5.00 0.2 0.0 See PATH 23 49.92 0.707 5.56 3.9 22.3 Vel = 18.71 A3 49.92 26.5 K = 9.69 PATH 23 FROM HYDRAULIC REFERENCE 12 TO 419 25.28 1.049 1E 5.40 20.4 20.4 K = 5.60 12S C=120 2.00 -2.3 0.0 25.28 0.201 7.40 1.5 20.4 Vel = 9.48 1.049 iT 8.96 19.5 19.5 EqK = 5.72 12 C=120 5.00 0.0 0.0 25.28 0.201 13.96 2.8 19.5 Vel = 9.48 419 25.28 22.3 K = 5.35 PATH 24 FROM HYDRAULIC REFERENCE 27 TO 426 25.31 1.049 1E 27S C=120 25.31 0.201 3.33 20.4 20.4 K = 5.60 2.00 -1.4 0.0 5.33 1.1 20.4 Vel = 9.49 1.049 1T 11.08 20.1 20.1 EqK = 5.65 27 C=120 5.00 0.0 0.0 25.31 0.201 16.08 3.3 20.1 Vel = 9.49 426 25.31 23.3 K = 5.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Tyco Fire Products Page 19 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 25 FROM HYDRAULIC REFERENCE 17 TO 422 25.55 1.049 1E 5.33 20.8 20.8 K = 5.60 17S C=120 2.00 -2.3 0.0 25.55 0.205 7.33 1.5 20.8 Vel = 9.58 1.049 1T 8.96 20.0 20.0 EqK = 5.71 17 C=120 5.00 0.0 0.0 25.55 0.205 13.96 2.9 20.0 Vel = 9.58 422 25.55 22.9 K = 5.34 PATH 26 FROM HYDRAULIC REFERENCE 9 TO 417 26.00 1.049 1E 5.33 21.5 21.5 K = 5.60 9S C=120 2.00 -2.3 0.0 26.00 0.211 7.33 1.5 21.5 Vel = 9.74 9 1.049 1T 8.96 20.8 20.8 EqK = 5.70 C=120 5.00 0.0 0.0 26.00 0.211 13.96 3.0 20.8 Vel = 9.74 417 26.00 23.8 K = 5.33 PATH 27 FROM HYDRAULIC REFERENCE 14 TO 420 26.13 1.049 1E 5.33 21.8 21.8 K = 5.60 14S C=120 2.00 -2.3 0.0 26.13 0.213 7.33 1.6 21.8 Vel = 9.80 1.049 1T 8.96 21.0 21.0 EqK = 5.70 14 C=120 5.00 0.0 0.0 26.13 0.213 13.96 3.0 21.0 Vel = 9.80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:27 Tyco Fire Products Page 20 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt TYPES FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn 420 26.13 24.0 K = 5.33 PATH 28 FROM HYDRAULIC REFERENCE 28 TO A8 26.34 1.049 1E 5.33 22.1 22.1 K = 5.60 28S C=120 2.00 -2.3 0.0 26.34 0.217 7.33 1.6 22.1 Vel = 9.87 1.049 2T 17.23 21.4 21.4 EqK = 5.69 28 C=120 10.00 0.0 0.0 26.34 0.217 27.23 5.9 21.4 Vel = 9.87 1.380 1T 0.50 27.3 27.3 430 C=120 6.00 0.2 0.0 26.34 0.057 6.50 0.4 27.3 Vel = 5.71 A8 26.34 27.9 K = 4.99 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) EE ornrn 00 0 N 0 oP _ EO _EE__ (*macaw arnrnaa 000vo f- N , 0)MOv0 0 ) COhi 22 IcntA a w v ge >,>,C macncncn= E m a.Q rn 00o co 008 a N 0 N0 N C a) d O a) 0-w N M ,V � m N O N O 3VcnW�o-1 a°O 0oo a) ::0 C rn id co=O Cl)NU co '5 0 -2<ccOF-C • 0. 0. U 250 gpm hose • a�) V N 0 COOO 0 O o et N a m ANC 16 Theatres Job Name: Location: Drawing Date: Contractor: Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC DESIGN INFORMATION SHEET AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila Remote Area Number: 2 Telephone:206-291-1456 auts Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 I 125.0 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: TY -FRB K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 21 Flowing Outlets gpm Required: 453.1 psi Required: 73.8 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test Date of Test 2005 Static Pressure 140.0 psi Residual Pres 20.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 453 73.8 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 453 gpm 139.4 psi SAFETY PRESSURE 65.6 psi Available Pressure of 139.4 psi Exceeds Required Pressure of 73.8 psi This is a safety margin of 65.6 psi or 47 % of Supply Maximum Water Velocity is 18.5 fps 'AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 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 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 4 NODE ELEVATION SPRINKLER PRESSURE NUMBER K -FACTOR (FT) (GPM/(PSI")) (PSI) ACTUAL FLOW (GPM) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) 29 59.33 29S 53.00 30 59.33 30S 53.00 31 59.33 31S 53.00 32 59.33 32S 53.00 33 58.83 33S 55.00 34 58.83 34S 55.00 35 58.83 35S 55.00 36 58.83 36S 55.00 37 59.33 37S 55.00 38 59.33 38S 55.00 39 59.33 39S 55.00 40 59.33 40S 55.00 41 59.33 41S 55.50 42 58.83 42S 55.00 43 58.83 43S 55.00 44 58.83 44S 55.00 45 58.83 45S 55.50 46 58.83 46S 53.50 47 58.83 47S 53.50 48 58.83 48S 53.50 49 58.83 49S 53.50 431 58.83 432 58.83 433 58.83 434 58.83 435 59.33 436 59.33 437 59.33 438 59.33 439 58.83 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 7.6 9.5 8.0 9.9 11.3 13.0 12.9 14.4 8.3 9.4 9.0 10.1 11.8 12.7 13.9 14.7 9.4 10.5 10.3 11.4 11.2 12.3 13.2 14.2 16.6 17.3 10.2 11.2 11.4 12.3 16.1 16.7 18.0 18.5 25.4 25.9 25.4 25.9 25.4 25.9 25.1 25.6 25.7 21.8 18.5 13.2 18.3 14.9 13.1 9.4 14.9 17.3 17.6 20.2 21.3 17.1 17.8 20.0 21.5 18.2 18.9 19.6 21.1 23.3 18.7 19.6 22.9 24.1 28.5 28.5 28.5 28.3 14.8 14.8 14.8 14.8 15.0 14.8 14.8 15.0 14.8 17.3 17.3 14.8 14.8 18.8 14.8 14.8 14.8 17.9 17.9 17.9 14.8 0.29 0.29 0.33 0.44 0.17 0.38 0.43 0.21 0.22 0.16 0.17 0.26 0.24 0.15 0.23 0.31 0.34 0.24 0.24 0.24 0.38 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 5 NODE NUMBER (FT) ELEVATION SPRINKLER K -FACTOR (GPM/ (PSI^'1) ) PRESSURE ACTUAL MINIMUM ACTUAL FLOW FLOW DENSITY (PSI) (GPM) (GPM) (GPM/SQ.FT) 440, 58.83 12.6 441 58.83 9.6 442 59.33 26.0 443 59.33 19.2 444 59.33 15.2 445 59.33 12.9 446 59.33 11.9 451 81.83 28.6 452 82.33 28.3 453 82.33 28.3 454 82.33 28.3 455 81.83 28.6 456 81.83 28.6 457 81.83 28.6 458 81.83 28.6 459 81.83 28.6 460 81.83 28.6 461 81.83 28.6 462 81.83 28.6 463 81.83 28.6 464 82.33 28.3 465 82.33 28.3 A9 58.83 29.2 A10 58.83 29.2 All 58.83 29.2 Al2 58.83 29.2 A13 58.83 29.2 A14 58.83 29.3 A15 58.83 38.5 A16 48.74 45.0 A18 9.00 67.5 A19 5.00 69.4 A20 5.00 71.1 Bl 58.83 27.1 B2 58.83 27.1 B3 58.83 27.2 C3 81.83 28.6 C4 81.83 28.6 C5 81.83 28.6 C6 81.83 28.6 C7 81.83 28.6 C8 81.83 28.6 C9 81.83 28.6 D1 81.83 28.6 D2 81.83 28.6 D3 81.83 28.6 D4 81.83 28.6 D5 81.83 28.6 El 81.83 28.6 E2 81.83 28.6 E3 81.83 28.6 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 6 NODE ELEVATION SPRINKLER NUMBER K -FACTOR (FT) (GPM/(PSI^1)) PRESSURE ACTUAL FLOW (GPM) (PSI) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) E4 Fl F2 J1 J2 K1 W 81.83 81.83 81.83 47.46 47.46 5.00 -1.00 28.6 28.6 28.6 46.8 46.8 69.4 73.8 Max velocity of 18.50 occurs in the pipe from 432 TO 431 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. ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 7 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 29 TO W (PRIMARY PATH) 17.28 1.049 1E 6.33 9.5 9.5 K = 5.60 29S C=120 2.00 -2.7 0.0 17.28 0.099 8.33 0.8 9.5 Vel = 6.48 1.049 18.00 7.6 7.6 EqK = 6.27 29 C=120 0.00 0.0 0.0 17.28 0.099 18.00 1.8 7.6 Vel = 6.48 17.61 1.049 10.21 9.4 9.4 438 C=120 0.00 0.0 0.0 See PATH 2 34.88 0.364 10.21 3.7 9.4 Vel = 13.08 20.16 1.380 8.00 13.1 13.1 437 C=120 0.00 0.0 0.0 See PATH 10 55.04 0.223 8.00 1.8 13.1 Vel = 11.92 436 21.28 1.380 C=120 76.32 0.408 8.46 14.9 14.9 0.00 0.0 0.0 See PATH 12 8.46 3.4 14.9 Vel = 16.53 1.610 2E 20.13 18.3 18.3 435 C=120 2T 24.00 0.2 0.0 76.32 0.192 44.13 8.5 18.3 Vel = 12.15 B1 3.260 3.81 27.1 27.1 C=120 0.00 0.0 0.0 76.32 0.006 3.81 0.0 27.1 Vel = 2.96 76.39 3.260 5.29 27.1 27.1 B2 C=120 0.00 0.0 0.0 See PATH 3 152.72 0.022 5.29 0.1 27.1 Vel = 5.93 101.13 3.260 1T 16.56 27.2 27.2 B3 C=120 20.16 0.0 0.0 See PATH 5 253.84 0.057 36.72 2.1 27.2 Vel = 9.85 199.25 4.260 1T 177.18 29.3 29.3 A14 C=120 26.33 0.0 0.0 See PATH 6 453.09 0.045 203.52 9.2 29.3 Vel = 10.30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt REF "C" TYPES FTNG'S Pe POINT Qt Pf/ft TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 29 TO W (PRIMARY PATH) 4.260 1E 16.85 38.5 38.5 A15 C=120 1V 28.97 4.4 0.0 453.09 0.045 45.81 2.1 38.5 Vel = 10.30 4.260 1T 1.28 45.0 45.0 A16 C=120 26.33 0.6 0.0 453.09 0.045 27.62 1.3 45.0 Vel = 10.30 J1 6.357 2.00 46.8 46.8 C=120 0.00 0.0 0.0 453.09 0.006 2.00 0.0 46.8 Vel = 4.62 6.357 14E 364.38 46.8 46.8 J2 C=120 1V 250.21 16.7 0.0 453.09 0.006 614.59 4.0 46.8 Vel = 4.62 6.357 1E 4.00 67.5 67.5 A18 C=120 17.60 1.7 0.0 453.09 0.006 21.60 0.1 67.5 Vel = 4.62 K1 8.249 1E 12.58 69.4 69.4 C=120 20.02 0.0 0.0 453.09 0.002 32.60 0.1 69.4 Vel = 2.75 10.370 1V 2.29 69.4 69.4 A19 C=120 2788.54 0.0 0.0 453.09 0.001 2790.84 1.7 69.4 Vel = 1.74 10.518 4E 124.96 71.1 71.1 A20 C=140 139.88 2.6 0.0 453.09 0.000 264.83 0.1 71.1 Vel = 1.69 W 453.09 73.8 K = 52.74 PATH 2 FROM HYDRAULIC REFERENCE 30 TO 438 17.61 1.049 1E 6.33 9.9 9.9 K = 5.60 30S C=120 2.00 -2.7 0.0 17.61 0.103 8.33 0.9 9.9 Vel = 6.60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 9 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 2 FROM HYDRAULIC REFERENCE 30 TO 438 CONTINUED 1.049 1T 8.50 8.0 8.0 EqK = 6.23 30 C=120 5.00 0.0 0.0 17.61 0.103 13.50 1.4 8.0 Vel = 6.60 438 17.61 9.4 K = 5.74 PATH 3 FROM HYDRAULIC REFERENCE 33 TO B2 17.13 1.049 1E 3.83 9.4 9.4 K = 5.60 33S C=120 2.00 -1.7 0.0 17.13 0.098 5.83 0.6 9.4 Vel = 6.42 1.049 1E 12.10 8.3 8.3 EqK = 5.96 33 C=120 2.00 0.0 0.0 17.13 0.098 14.10 1.4 8.3 Vel = 6.42 17.79 1.049 8.00 9.6 9.6 441 C=120 0.00 0.0 0.0 See PATH 4 34.92 0.365 8.00 2.9 9.6 Vel = 13.09 440 19.97 1.380 C=120 54.90 0.222 10.59 0.00 10.59 12.6 0.0 2.3 12.6 0.0 12.6 See PATH 11 Vel = 11.89 21.50 1.380 1T 23.80 14.9 14.9 439 C=120 6.00 0.0 0.0 See PATH 14 76.39 0.408 29.80 12.2 14.9 Vel = 16.55 B2 76.39 27.1 K = 14.68 PATH 4 FROM HYDRAULIC REFERENCE 34 TO 441 17.79 1.049 1E 34S C=120 17.79 0.105 3.83 10.1 10.1 K = 5.60 2.00 -1.7 0.0 •5.83 0.6 10.1 Vel = 6.67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 10 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 4 FROM HYDRAULIC REFERENCE 34 TO 441 CONTINUED 1.049 1T 0.72 9.0 9.0 EqK = 5.92 34 C=120 5.00 0.0 0.0 17.79 0.105 5.72 0.6 9.0 Vel = 6.67 441 17.79 9.6 K = 5.73 PATH 5 FROM HYDRAULIC REFERENCE 37 TO B3 18.18 1.049 1E 4.33 10.5 10.5 K = 5.60 37S C=120 2.00 -1.9 0.0 18.18 0.109 6.33 0.7 10.5 Vel = 6.82 1.049 1T 18.10 9.4 9.4 EqK = 5.95 37 C=120 5.00 0.0 0.0 18.18 0.109 23.10 2.5 9.4 Vel = 6.82 446 18.92 1.380 C=120 37.11 0.107 9.60 11.9 11.9 0.00 0.0 0.0 See PATH 7 9.60 1.0 11.9 Vel = 8.04 19.63 1.380 9.60 12.9 12.9 445 C=120 0.00 0.0 0.0 See PATH 9 56.74 0.236 9.60 2.3 12.9 Vel = 12.29 21.09 1.610 2E 12.15 15.2 15.2 444 C=120 8.00 0.0 0.0 See PATH 13 77.83 0.200 20.15 4.0 15.2 Vel = 12.39 23.30 1.610 1T 443 C=120 101.13 0.324 12.94 8.00 20.94 19.2 0.0 6.8 19.2 0.0 19.2 See PATH 16 Vel = 16.09 2.157 1T 442 C=120 101.13 0.078 0.50 26.0 26.0 12.31 0.2 0.0 12.81 1.0 26.0 Vel = 8.97 B3 101.13 27.2 K = 19.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 11 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pt Pe Pv ******* NOTES ******* Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 42 TO A14 18.75 1.049 1E 3.83 11.2 11.2 K = 5.60 42S C=120 2.00 -1.7 0.0 18.75 0.115 5.83 0.7 11.2 Vel = 7.03 1.049 1E 23.85 10.2 10.2 EqK = 5.86 42 C=120 2.00 0.0 0.0 18.75 0.115 25.85 3.0 10.2 Vel = 7.03 19.65 1.049 12.17 13.2 13.2 434 C=120 0.00 0.0 0.0 See PATH 8 38.40 0.435 12.17 5.3 13.2 Vel = 14.39 22.92 1.380 11.92 18.5 18.5 433 C=120 0.00 0.0 0.0 See PATH 15 61.31 0.272 11.92 3.2 18.5 Vel = 13.28 24.10 1.380 1T 432 C=120 85.41 0.502 1.83 21.8 21.8 6.00 0.0 0.0 See PATH 17 7.83 3.9 21.8 Vel = 18.50 1.610 1T 431 C=120 85.41 0.237 6.81 8.00 14.81 25.7 0.0 3.5 25.7 0.0 25.7 Vel = 13.59 113.84 4.260 10.44 29.2 29.2 A13 C=120 0.00 0.0 0.0 See PATH 18 199.25 0.010 10.44 0.1 29.2 Vel = 4.53 A14 199.25 29.3 K = 36.81 PATH 7 FROM HYDRAULIC REFERENCE 38 TO 446 18.92 1.049 1E 38S C=120 18.92 0.117 4.33 11.4 11.4 K = 5.60 2.00 -1.9 0.0 6.33 0.7 11.4 Vel = 7.09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 12 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 7 FROM HYDRAULIC REFERENCE 38 TO 446 CONTINUED 1.049 1T 8.50 10.3 10.3 EqK = 5.90 38 C=120 5.00 0.0 0.0 18.92 0.117 13.50 1.6 10.3 Vel = 7.09 446 18.92 11.9 K = 5.49 PATH 8 FROM HYDRAULIC REFERENCE 43 TO 434 19.65 1.049 1E 3.83 12.3 12.3 K = 5.60 43S C=120 2.00 -1.7 0.0 19.65 0.126 5.83 0.7 12.3 Vel = 7.36 1.049 1T 9.50 11.4 11.4 EqK = 5.82 43 C=120 5.00 0.0 0.0 19.65 0.126 14.50 1.8 11.4 Vel = 7.36 434 19.65 13.2 K = 5.40 PATH 9 FROM HYDRAULIC REFERENCE 39 TO 445 19.63 1.049 1E 4.33 12.3 12.3 K = 5.60 39S C=120 2.00 -1.9 0.0 19.63 0.126 6.33 0.8 12.3 Vel = 7.36 1.049 1T 8.50 11.2 11.2 EqK = 5.86 39 C=120 5.00 0.0 0.0 19.63 0.126 13.50 1.7 11.2 Vel = 7.36 445 19.63 12.9 K = 5.46 PATH 10 FROM HYDRAULIC REFERENCE 31 TO 437 20.16 1.049 lE 6.33 13.0 13.0 K = 5.60 31S C=120 2.00 -2.7 0.0 20.16 0.132 8.33 1.1 13.0 Vel = 7.56 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 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 10 FROM HYDRAULIC REFERENCE 31 TO 437 CONTINUED 1.049 1T 8.50 11.3 11.3 EqK = 5.99 31 C=120 5.00 0.0 0.0 20.16 0.132 13.50 1.8 11.3 Vel = 7.56 437 20.16 13.1 K = 5.57 PATH 11 FROM HYDRAULIC REFERENCE 35 TO 440 19.97 1.049 1E 3.83 12.7 12.7 K = 5.60 35S C=120 2.00 -1.7 0.0 19.97 0.130 5.83 0.8 12.7 Vel = 7.49 1.049 1T 0.72 11.8 11.8 EqK = 5.81 35 C=120 5.00 0.0 0.0 19.97 0.130 5.72 0.7 11.8 Vel = 7.49 440 19.97 12.6 K = 5.64 PATH 12 FROM HYDRAULIC REFERENCE 32 TO 436 21.28 1.049 1E 6.33 14.4 14.4 K = 5.60 32S C=120 2.00 -2.7 0.0 21.28 0.146 8.33 1.2 14.4 Vel = 7.98 1.049 iT 8.50 12.9 12.9 EqK = 5.92 32 C=120 5.00 0.0 0.0 21.28 0.146 13.50 2.0 12.9 Vel = 7.98 436 21.28 14.9 K = 5.51 PATH 13 FROM HYDRAULIC REFERENCE 40 TO 444 21.09 1.049 1E 4.33 14.2 14.2 K = 5.60 40S C=120 2.00 -1.9 0.0 21.09 0.144 6.33 0.9 14.2 Vel = 7.91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE REF "C" TYPES FTNG'S POINT Qt Pf/ft TOTAL Pt Pt Pe Pv ******* NOTES ******* Pf Pn PATH 13 FROM HYDRAULIC REFERENCE 40 TO 444 CONTINUED 1.049 1T 8.50 13.2 13.2 EqK = 5.80 40 C=120 5.00 0.0 0.0 21.09 0.144 13.50 2.0 13.2 Vel = 7.91 444 21.09 15.2 K = 5.41 PATH 14 FROM HYDRAULIC REFERENCE 36 TO 439 21.50 1.049 1E 3.83 14.7 14.7 K = 5.60 36S C=120 2.00 -1.7 0.0 21.50 0.149 5.83 0.9 14.7 Vel = 8.06 1.049 1T 1.50 13.9 13.9 EqK = 5.76 36 C=120 5.00 0.0 0.0 21.50 0.149 6.50 1.0 13.9 Vel = 8.06 439 21.50 14.9 K = 5.57 PATH 15 FROM HYDRAULIC REFERENCE 44 TO 433 22.92 1.049 lE 3.83 16.7 16.7 K = 5.60 44S C=120 2.00 -1.7 0.0 22.92 0.167 5.83 1.0 16.7 Vel = 8.59 1.049 1T 9.50 16.1 16.1 EqK = 5.72 44 C=120 5.00 0.0 0.0 22.92 0.167 14.50 2.5 16.1 Vel = 8.59 433 22.92 18.5 K = 5.33 PATH 16 FROM HYDRAULIC REFERENCE 41 TO 443 23.30 1.049 1E 3.83 17.3 17.3 K = 5.60 41S C=120 2.00 -1.7 0.0 23.30 0.173 5.83 1.0 17.3 Vel = 8.73 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 15 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING PIPE Pt Pt TYPES FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 16 FROM HYDRAULIC REFERENCE 41 TO 443 CONTINUED 1.049 iT 9.63 16.6 16.6 EqK = 5.71 41 C=120 5.00 0.0 0.0 23.30 0.173 14.63 2.6 16.6 Vel = 8.73 443 23.30 19.2 K = 5.32 PATH 17 FROM HYDRAULIC REFERENCE 45 TO 432 24.10 1.049 1E 3.33 18.5 18.5 K = 5.60 45S C=120 2.00 -1.4 0.0 24.10 0.184 5.33 1.0 18.5 Vel = 9.03 1.049 1E 13.03 18.0 18.0 EqK = 5.67 45 0=120 1T 7.00 0.0 0.0 24.10 0.184 20.03 3.7 18.0 Vel = 9.03 432 24.10 21.8 K = 5.17 PATH 18 FROM HYDRAULIC REFERENCE 49 TO A13 28.33 1.049 1E 49S C=120 28.33 0.248 5.33 25.6 25.6 K = 5.60 2.00 -2.3 0.0 7.33 1.8 25.6 Vel = 10.62 1.049 iT 11.17 25.1 25.1 EqK = 5.66 49 C=120 5.00 0.0 0.0 28.33 0.248 16.17 4.1 25.1 Vel = 10.62 85.51 4.260 2.50 29.2 29.2 Al2 C=120 0.00 0.0 0.0 See PATH 19 113.84 0.004 2.50 0.0 29.2 Vel = 2.59 A13 113.84 29.2 K = 21.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 'AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products Page 16 12/18/07 11:28 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt TYPES FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 19 FROM HYDRAULIC REFERENCE 46 TO Al2 28.50 1.049 1E 5.33 25.9 25.9 K = 5.60 46S C=120 2.00 -2.3 0.0 28.50 0.251 7.33 1.8 25.9 Vel = 10.68 1.049 1T 46 C=120 28.50 0.251 9.58 25.4 25.4 EqK = 5.65 5.00 0.0 0.0 14.58 3.7 25.4 Vel = 10.68 4.260 14.14 29.2 29.2 A9 C=120 0.00 0.0 0.0 28.50 0.000 14.14 0.0 29.2 Vel = 0.65 28.50 4.260 14.14 29.2 29.2 A10 C=120 0.00 0.0 0.0 See PATH 20 57.00 0.001 14.14 0.0 29.2 Vel = 1.30 All 28.51 4.260 6.97 29.2 29.2 C=120 0.00 0.0 0.0 See PATH 21 85.51 0.002 6.97 0.0 29.2 Vel = 1.94 Al2 85.51 29.2 K = 15.83 PATH 20 FROM HYDRAULIC REFERENCE 47 TO A10 28.50 1.049 lE 5.33 25.9 25.9 K = 5.60 47S C=120 2.00 -2.3 0.0 28.50 0.251 7.33 1.8 25.9 Vel = 10.68 1.049 1T 9.58 25.4 25.4 EqK = 5.65 47 C=120 5.00 0.0 0.0 28.50 0.251 14.58 3.7 25.4 Vel = 10.68 A10 28.50 29.2 K = 5.28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 17 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 21 FROM HYDRAULIC REFERENCE 48 TO All 28.51 1.049 lE 5.33 25.9 25.9 K = 5.60 48S C=120 2.00 -2.3 0.0 28.51 0.251 7.33 1.8 25.9 Vel = 10.69 1.049 1T 9.58 25.4 25.4 EqK = 5.65 48 C=120 5.00 0.0 0.0 28.51 0.251 14.58 3.7 25.4 Vel = 10.69 All 28.51 29.2 K = 5.28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) E E • as 0 CD 1:3) o • N • a) • 7 N o co _.o • E m a. a. 00o co 0 o 0 d �N0 U) 0 ▪ w' aNia o• dTo N Cu U p m • N •a 23 46 8 3(Dm woJ 250 gpm hose C1 0 0 0 N 0 Coo (gyp T- O. v) • AMC 16 Theatres Job Name: Location: Drawing Date: Contractor: Drawing Date:12/13/07 12/13/07 8:17 HYDRAULIC DH$IGN INYORMATION OMIT AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 BimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila Remote Area Number: 3 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 I 326.7 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 354.8 psi Required: 126.4 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 2005 140.0 psi 20.0 psi 8000 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 355 126.4 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 355 gpm 139.6 psi SAFETY PRESSURE 13.2 psi Available Pressure of 139.6 psi Exceeds Required Pressure of 126.4 psi This is a safety margin of 13.2 psi or 9 t of Supply Maximum Water Velocity is 21.4 fps AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 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 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^11)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 50 82.33 50S 80.17 51 82.33 51S 79.67 52 82.33 52S 77.71 53 82.33 53S 75.75 54 82.33 54S 73.79 55 82.33 55S 75.75 56 82.33 56S 73.79 470 82.33 471 82.33 472 82.33 473 82.33 474 82.33 475 82.33 476 82.33 477 82.33 478 82.33 479 82.33 480 82.33 481 82.33 482 82.33 483 82.33 484 82.33 485 82.33 486 81.83 487 81.83 488 81.83 489 81.83 490 81.83 491 81.83 492 81.83 493 81.83 494 81.83 495 81.83 496 81.83 497 81.83 498 81.83 499 81.83 500 82.33 501 82.33 502 82.33 G1 81.83 G2 81.83 G3 81.83 G4 81.83 11.20 11.20 11.20 11.20 11.20 11.20 11.20 21.6 19.6 21.5 19.4 21.7 19.1 22.5 19.4 25.0 20.9 26.1 22.2 27.7 22.9 68.3 43.5 39.7 38.7 38.7 39.0 45.3 65.4 45.7 47.8 59.8 71.8 72.2 72.7 73.8 73.9 74.8 74.7 74.6 76.3 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 73.8 73.9 73.8 70.5 70.6 70.9 72.0 49.6 49.3 49.0 49.3 51.2 52.8 53.6 29.6 49.0 49.0 49.0 49.0 49.0 49.0 0.31 0.15 0.15 0.15 0.16 0.16 0.16 AMC 16 Theatres Drawing Date:I2/13/07 12/13/07 8:17 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^'1)) (PSI) (GPM) (GPM) (GPM/SQ.FT) G5 81.83 72.5 G6 81.83 72.9 G7 81.83 73.4 G8 81.83 73.8 G9 81.83 74.0 G10 81.83 74.2 Gil 81.83 74.6 G12 81.83 74.8 G13 81.83 75.2 G14 81.83 75.9 G15 81.83 76.3 G16 81.83 76.6 G17 5.00 122.7 G18 5.00 122.7 G19 5.00 123.8 H3 81.83 74.4 H4 81.83 74.4 H5 81.83 74.4 H6 81.83 74.4 H7 81.83 74.6 Il 81.83 73.9 I2 81.83 74.0 13 81.83 74.1 W -1.00 126.4 Max velocity of 21.41 occurs in the pipe from 471 TO 470 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. AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 6 HYD. REF POINT Qa DIA. FITTING PIPE Pt Pt "C" TYPES FTNG'S Pe Pv ******* NOTES ******* Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 51 TO W (PRIMARY PATH) 49.32 1.049 1E 2.67 19.4 19.4 K = 11.20 51S C=120 2.00 -1.2 0.0 49.32 0.691 4.67 3.2 19.4 Vel = 18.49 1.049 1T 19.75 21.5 21.5 EqK = 10.65 51 C=120 5.00 0.0 0.0 49.32 0.691 24.75 17.3 21.5 Vel = 18.49 2.67 1.682 4.00 38.7 38.7 474 C=120 0.00 0.0 0.0 See PATH 8 51.99 0.076 4.00 0.3 38.7 Vel = 7.58 49.60 1.682 1E 18.73 39.0 39.0 475 C=120 4.95 0.0 0.0 See PATH 2 101.59 0.264 23.68 6.3 39.0 Vel = 14.81 -17.03 1.682 1E 102.23 45.3 45.3 476 C=120 4.95 0.0 0.0 See PATH 9 84.56 0.188 107.18 20.2 45.3 Vel = 12.33 1.610 2T 6.66 65.4 65.4 477 C=120 16.00 0.2 0.0 84.56 0.233 22.66 5.3 65.4 Vel = 13.46 270.28 4.260 36.59 70.9 70.9 G3 C=120 0.00 0.0 0.0 See PATH 3 354.84 0.029 36.59 1.1 70.9 Vel = 8.07 -10.09 4.260 18.00 72.0 72.0 G4 C=120 0.00 0.0 0.0 See PATH 10 344.76 0.027 18.00 0.5 72.0 Vel = 7.84 0.29 4.260 17.44 72.5 72.5 G5 C=120 0.00 0.0 0.0 See PATH 11 345.05 0.027 17.44 0.5 72.5 Vel = 7.84 9.79 4.260 17.82 72.9 72.9 G6 C-120 0.00 0.0 0.0 See PATH 10 354.84 0.029 17.82 0.5 72.9 Vel = 8.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 7 HYD. REF POINT Qa DIA. ,, C it Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv Pn ******* NOTES ******* PATH 1 FROM HYDRAULIC REFERENCE 51 TO N (PRIMARY PATH) -166.66 4.260 iT 8.99 73.4 73.4 G7 C=120 26.33 0.0 0.0 See PATH 12 188.18 0.009 35.32 0.3 73.4 Vel = 4.28 -6.33 4.260 1E 14.62 73.8 73.8 G8 C=120 13.17 0.0 0.0 See PATH 13 181.85 0.008 27.78 0.2 73.8 Vel = 4.13 0.86 4.260 18.00 74.0 74.0 G9 C=120 0.00 0.0 0.0 See PATH 15 182.71 0.008 18.00 0.2 74.0 Vel = 4.15 5.47 4.260 iT 23.50 74.2 74.2 G10 C=120 26.33 0.0 0.0 See PATH 13 188.18 0.009 49.84 0.4 74.2 Vel = 4.28 Gil 157.88 4.260 8.83 74.6 74.6 C=120 0.00 0.0 0.0 See PATH 12 346.06 0.028 8.83 0.2 74.6 Vel = 7.87 G12 -1.03 4.260 C=120 345.03 0.027 12.00 0.00 12.00 74.8 0.0 0.3 74.8 0.0 See PATH 18 74.8 Vel = 7.84 9.81 4.260 26.44 75.2 75.2 G13 C=120 0.00 0.0 0.0 See PATH 17 354.84 0.029 26.44 0.8 75.2 Vel = 8.07 -10.40 4.260 12.00 75.9 75.9 G14 C=120 0.00 0.0 0.0 See PATH 19 344.45 0.027 12.00 0.3 75.9 Vel = 7.83 -0.67 4.260 14.00 76.3 76.3 G15 C=120 0.00 0.0 0.0 See PATH 20 343.77 0.027 14.00 0.4 76.3 Vel = 7.81 11.07 4.260 13E 224.68 76.6 76.6 G16 C=120 1T 213.31 33.3 0.0 See PATH 19 354.84 0.029 1V 437.99 12.7 76.6 Vel = 8.07 8.249 1E 11.00 122.7 122.7 G17 C=120 20.02 0.0 0.0 354.84 0.001 31.02 0.0 122.7 Vel = 2.15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 8 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE TYPES FTNG'S TOTAL Pt Pe Pf Pt Pv Pn ******* NOTES ******* PATH 1 FROM HYDRAULIC REFERENCE 51 TO W (PRIMARY PATH) 10.370 3E 14.50 122.7 122.7 G18 C=120 1V 2862.16 0.0 0.0 354.84 0.000 2876.66 1.1 122.7 Vel = 1.36 10.518 3E 110.50 123.8 123.8 G19 C=140 104.91 2.6 0.0 354.84 0.000 215.41 0.1 123.8 Vel = 1.32 W 354.84 126.4 K = 31.56 PATH 2 FROM HYDRAULIC REFERENCE 50 TO 475 49.60 1.049 1E 2.17 19.6 19.6 K = 11.20 50S C=120 2.00 -0.9 0.0 49.60 0.698 4.17 2.9 19.6 Vel = 18.59 1.049 1T 19.75 21.6 21.6 EqK = 10.68 50 C=120 5.00 0.0 0.0 49.60 0.698 24.75 17.4 21.6 Vel = 18.59 475 49.60 39.0 K = 7.94 PATH 3 FROM HYDRAULIC REFERENCE 52 TO 03 49.00 1.049 1E 4.63 19.1 19.1 K = 11.20 52S C=120 2.00 -2.0 0.0 49.00 0.683 6.63 4.5 19.1 Vel = 18.37 1.049 1T 19.75 21.7 21.7 EqK = 10.53 52 C=120 5.00 0.0 0.0 49.00 0.683 24.75 17.0 21.7 Vel = 18.37 -2.67 1.682 16.00 38.7 38.7 473 C=120 0.00 0.0 0.0 See PATH 8 46.33 0.062 16.00 1.0 38.7 Vel = 6.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 9 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv Pn ******* NOTES ******* PATH 3 FROM HYDRAULIC REFERENCE 52 TO G3 CONTINUED 49.30 1.682 16.00 39.7 39.7 472 C=120 0.00 0.0 0.0 See PATH 4 95.63 0.236 16.00 3.8 39.7 Vel = 13.94 51.19 1.682 1T 37.66 43.5 43.5 471 C=120 9.90 0.0 0.0 See PATH 5 146.82 0.522 47.56 24.8 43.5 Vel = 21.41 2.157 1T 0.50 68.3 68.3 470 C=120 12.31 0.2 0.0 146.82 0.155 12.81 2.0 68.3 Vel = 13.02 G1 4.260 18.00 70.5 70.5 C=120 0.00 0.0 0.0 146.82 0.006 18.00 0.1 70.5 Vel = 3.34 123.46 4.260 G2 C=120 270.28 0.017 18.00 70.6 70.6 0.00 0.0 0.0 See PATH 6 18.00 0.3 70.6 Vel = 6.14 G3 270.28 70.9 K = 32.10 PATH 4 FROM HYDRAULIC REFERENCE 53 TO 472 49.30 1.049 1E 6.58 19.4 19.4 K = 11.20 53S C=120 2.00 -2.9 0.0 49.30 0.691 8.58 5.9 19.4 Vel = 18.48 1.049 1T 19.75 22.5 22.5 EqK = 10.41 53 C=120 5.00 0.0 0.0 49.30 0.691 24.75 17.2 22.5 Vel = 18.48 472 49.30 39.7 K = 7.83 PATH 5 FROM HYDRAULIC REFERENCE 54 TO 471 51.19 1.049 1E 8.54 20.9 20.9 K = 11.20 54S C=120 2.00 -3.7 0.0 51.19 0.740 10.54 7.8 20.9 Vel = 19.19 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 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 5 FROM HYDRAULIC REFERENCE 54 TO 471 CONTINUED 1.049 1T 19.75 25.0 25.0 EqK = 10.24 54 C=120 5.00 0.0 0.0 51.19 0.740 24.75 18.5 25.0 Vel = 19.19 471 51.19 43.5 K = 7.76 PATH 6 FROM HYDRAULIC REFERENCE 55 TO G2 52.83 1.049 1E 6.58 22.2 22.2 K = 11.20 55S C=120 2.00 -2.9 0.0 52.83 0.785 8.58 6.7 22.2 Vel = 19.80 1.049 1T 19.75 26.1 26.1 EqK = 10.34 55 C=120 5.00 0.0 0.0 52.83 0.785 24.75 19.6 26.1 Vel = 19.80 478 17.03 1.682 C=120 69.85 0.132 16.00 0.00 16.00 45.7 0.0 2.1 45.7 0.0 45.7 See PATH 9 Vel = 10.19 53.61 1.682 31.50 47.8 47.8 479 C=120 0.00 0.0 0.0 See PATH 7 123.46 0.379 31.50 11.9 47.8 Vel = 18.00 1.610 2T 6.66 59.8 59.8 480 C=120 16.00 0.2 0.0 123.46 0.469 22.66 10.6 59.8 Vel = 19.65 G2 123.46 70.6 K = 14.69 PATH 7 FROM HYDRAULIC REFERENCE 56 TO 479 53.61 1.049 1E 8.54 22.9 22.9 K = 11.20 56S C=120 2.00 -3.7 0.0 53.61 0.806 10.54 8.5 22.9 Vel = 20.09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 11 HYD. REF POINT Qa DIA. "Cu Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 7 FROM HYDRAULIC REFERENCE 56 TO 479 CONTINUED 1.049 1T 19.75 27.7 27.7 EqK = 10.19 56 C=120 5.00 0.0 0.0 53.61 0.806 24.75 20.1 27.7 Vel = 20.09 479 53.61 47.8 K = 7.75 PATH 8 FROM HYDRAULIC REFERENCE 473 TO 474 473 2.67 1.682 C=120 2.67 0.000 16.00 38.7 38.7 0.00 0.0 0.0 See PATH 3 16.00 0.0 38.7 Vel = 0.39 474 2.67 38.7 K = 0.43 PATH 9 FROM HYDRAULIC REFERENCE 476 TO 478 17.03 1.682 1T 36.73 45.3 45.3 476 C=120 9.90 0.0 0.0 See PATH 1 17.03 0.010 46.63 0.5 45.3 Vel = 2.48 478 17.03 45.7 K = 2.52 PATH 10 FROM HYDRAULIC REFERENCE G4 TO G6 10.09 1.610 2T 1.10 72.0 72.0 G4 C=120 16.00 -0.2 0.0 See PATH 1 10.09 0.005 17.10 0.1 72.0 Vel = 1.61 1.682 lE 107.79 71.8 71.8 481 C=120 4.95 0.0 0.0 10.09 0.004 112.74 0.4 71.8 Vel = 1.47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 12 HYD. REF POINT Qa DIA. "Cn Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv Pn ******* NOTES ******* PATH 10 FROM HYDRAULIC REFERENCE G4 TO G6 CONTINUED -0.29 1.682 3E 108.95 72.2 72.2 482 C=120 1T 24.75 0.0 0.0 See PATH 11 9.79 0.003 133.70 0.5 72.2 Vel = 1.43 2.157 1T 0.50 72.7 72.7 483 C=120 12.31 0.2 0.0 9.79 0.001 12.81 0.0 72.7 Vel = 0.87 G6 9.79 72.9 K = 1.15 PATH 11 FROM HYDRAULIC REFERENCE 482 TO 05 0.29 1.682 1E 90.89 72.2 72.2 482 C=120 2T 24.75 0.2 0.0 See PATH 10 0.29 0.000 115.64 0.0 72.2 Vel = 0.04 G5 0.29 72.5 K - 0.03 PATH 12 FROM HYDRAULIC REFERENCE 07 TO 011 166.66 4.260 1E 24.86 73.4 73.4 G7 C=120 1T 39.50 0.0 0.0 See PATH 1 166.66 0.007 64.36 0.5 73.4 Vel = 3.79 I1 -5.10 4.260 17.77 73.9 73.9 C=120 0.00 0.0 0.0 See PATH 14 161.56 0.007 17.77 0.1 73.9 Vel = 3.67 1.22 4.260 10.00 74.0 74.0 12 C=120 0.00 0.0 0.0 See PATH 16 162.78 0.007 10.00 0.1 74.0 Vel = 3.70 3.88 4.260 1T 18.28 74.1 74.1 I3 C=120 26.33 0.0 0.0 See PATH 14 166.66 0.007 44.61 0.3 74.1 Vel = 3.79 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:17 Page 13 HYD. REF POINT Qa DIA. "Cn Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 12 FROM HYDRAULIC REFERENCE G7 TO 011 CONTINUED 4.260 20.60 74.4 74.4 H6 C=120 0.00 0.0 0.0 166.66 0.007 20.60 0.1 74.4 Vel = 3.79 -8.78 4.260 5.17 74.6 74.6 H7 C=120 0.00 0.0 0.0 See PATH 17 157.88 0.006 5.17 0.0 74.6 Vel = 3.59 Gil 157.88 74.6 K = 18.28 PATH 13 FRCZ4 HYDRAULIC REFERENCE G8 TO 010 6.33 1.682 5E 112.45 73.8 73.8 G8 C=120 1T 34.65 -0.2 0.0 See PATH 1 6.33 0.002 147.09 0.2 73.8 Vel = 0.92 -0.86 1.682 lE 105.96 73.8 73.8 484 C=120 4.95 0.0 0.0 See PATH 15 5.47 0.001 110.91 0.1 73.8 Vel = 0.80 1.610 2T 1.10 73.9 73.9 485 C=120 16.00 0.2 0.0 5.47 0.001 17.10 0.0 73.9 Vel = 0.87 G10 5.47 74.2 K = 0.64 PATH 14 FROM HYDRAULIC REFERENCE Ii TO I3 I1 5.10 1.682 2E 86.98 73.9 73.9 C=120 1T 19.80 -0.2 0.0 See PATH 12 5.10 0.001 106.78 0.1 73.9 Vel = 0.74 -1.22 1.682 3E 86.11 73.8 73.8 500 C=120 14.85 0.0 0.0 See PATH 16 3.88 0.001 100.96 0.1 73.8 Vel = 0.57 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 14 HYD. REF POINT Qa DIA. "C,, Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 14 FROM HYDRAULIC REFERENCE I1 TO 13 CONTINUED 1.610 2T 1.10 73.9 73.9 501 C=120 16.00 0.2 0.0 3.88 0.001 17.10 0.0 73.9 Vel = 0.62 I3 3.88 74.1 K = 0.45 PATH 15 FROM HYDRAULIC REFERENCE 484 TO G9 0.86 1.682 1E 89.06 73.8 73.8 484 C=120 2T 24.75 0.2 0.0 See PATH 13 0.86 0.000 113.81 0.0 73.8 Vel = 0.13 G9 0.86 74.0 K = 0.10 PATH 16 FROM HYDRAULIC REFERENCE 500 TO 12 1.22 1.682 2E 71.65 73.8 73.8 500 C=120 1T 19.80 0.0 0.0 See PATH 14 1.22 0.000 91.45 0.0 73.8 Vel = 0.18 1.610 2T 1.10 73.8 73.8 502 C=120 16.00 0.2 0.0 1.22 0.000 17.10 0.0 73.8 Vel = 0.19 I2 1.22 74.0 K = 0.14 PATH 17 FROM HYDRAULIC REFERENCE H7 TO 013 8.78 1.682 1T 12.68 74.6 74.6 H7 C=120 9.90 0.0 0.0 See PATH 12 8.78 0.003 22.58 0.1 74.6 Vel = 1.28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 15 HYD. REF POINT Qa DIA. UC" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 17 FROM HYDRAULIC REFERENCE H7 TO 013 CONTINUED 1.610 17.15 74.6 74.6 488 C=120 0.00 0.0 0.0 8.78 0.004 17.15 0.1 74.6 Vel = 1.40 1.682 1E 50.16 74.7 74.7 487 C=120 4.95 0.0 0.0 8.78 0.003 55.11 0.2 74.7 Vel = 1.28 1.03 1.682 lE 77.98 74.8 74.8 486 C=120 1T 14.85 0.0 0.0 See PATH 18 9.81 0.003 92.83 0.3 74.8 Vel = 1.43 G13 9.81 75.2 K = 1.13 PATH 18 FROM HYDRAULIC REFERENCE 012 TO 486 1.03 1.682 2T 65.98 74.8 74.8 G12 C=120 19.80 0.0 0.0 See PATH 1 1.03 0.000 85.78 0.0 74.8 Vel = 0.15 486 1.03 74.8 K = 0.12 PATH 19 FROM HYDRAULIC REFERENCE 014 TO 016 10.40 1.682 lE 69.98 75.9 75.9 G14 C=120 1T 14.85 0.0 0.0 See PATH 1 10.40 0.004 84.83 0.3 75.9 Vel = 1.52 0.67 1.682 1E 71.98 76.3 76.3 489 C=120 1T 14.85 0.0 0.0 See PATH 20 11.07 0.004 86.83 0.4 76.3 Vel = 1.61 G16 11.07 76.6 K = 1.26 PATH 20 FROM HYDRAULIC REFERENCE 015 TO 489 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:17 Tyco Fire Products Page 16 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv Pn ******* NOTES ******* PATH 20 FROM HYDRAULIC REFERENCE 015 TO 489 CONTINUED 0.67 1.682 2T 57.98 76.3 76.3 G15 C=120 19.80 0.0 0.0 See PATH 1 0.67 0.000 77.78 0.0 76.3 Vel = 0.10 489 0.67 76.3 K = 0.08 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) a c.0) 000 m g No a .1 3 44 O � � O. In lz; To 8 32 • 250 gpm hose a \:c;jw. N 0 CO co N 1- .- •- arn— a. O M 0 0 M 0 N 0 0 N 0 O O 0 ' AMC 16 Theatres Drawing Date:12/13/07 HYDRAULIC DESIGN INFORMATION SHEET Job Name: AMC 16 Theatres Location: 633 Southcenter Parkway Tukwila, WA 98188 Drawing Date: 12/13/07 Contractor: SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila 12/18/07 11:28 Remote Area Number: 4 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 326.7 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 411.7 psi Required: 105.1 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test Date of Test 2005 Static Pressure 140.0 psi Residual Pres 20.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 412 105.1 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 412 gpm 139.5 psi SAFETY PRESSURE 34.4 psi Available Pressure of 139.5 psi Exceeds Required Pressure of 105.1 psi This is a safety margin of 34.4 psi or 25 % of Supply Maximum Water Velocity is 30.1 fps ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 3 ABBREV. FITTING NAME TABLE 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 • AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 4 NODE ELEVATION SPRINKLER NUMBER K -FACTOR (FT) (GPM/ (PSI^'-) ) 58 81.83 58S 70.25 59 81.83 59S 70.25 60 81.83 60S 70.25 61 81.83 61S 70.25 62 81.83 62S 70.25 63 81.83 63S 70.25 64 81.83 64S 70.25 65 81.83 65S 70.25 447 81.83 448 81.83 449 81.83 450 81.83 451 81.83 452 82.33 453 82.33 454 82.33 455 81.83 456 81.83 457 81.83 458 81.83 459 81.83 460 81.83 461 81.83 462 81.83 463 81.83 464 82.33 465 82.33 A15 58.83 A16 48.74 A18 9.00 A19 5.00 A20 5.00 Cl 81.83 C2 81.83 C3 81.83 C4 81.83 C5 81.83 C6 81.83 C7 81.83 C8 81.83 C9 81.83 D1 81.83 D2 81.83 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 PRESSURE (PSI) 25.4 19.1 26.0 19.5 29.5 21.8 32.4 23.7 25.8 19.4 26.4 19.7 29.9 22.0 32.9 24.0 36.3 29.1 36.8 29.5 51.6 55.6 55.8 55.8 56.1 54.9 54.9 54.8 54.8 54.7 54.6 54.7 54.7 56.7 56.7 71.3 77.4 99.1 101.0 102.4 46.2 46.9 50.1 51.6 53.4 53.6 54.8 56.1 58.0 56.1 56.1 ACTUAL FLOW (GPM) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) 49.0 49.5 52.3 54.5 49.3 49.8 52.6 54.8 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 0.15 0.15 0.16 0.17 0.15 0.15 0.16 0.17 ' AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 5 NODE ELEVATION SPRINKLER PRESSURE NUMBER K -FACTOR (FT) (GPM/(PSI^)) (PSI) ACTUAL FLOW (GPM) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) D3 81.83 D4 81.83 D5 81.83 El 81.83 E2 81.83 E3 81.83 E4 81.83 Fl 81.83 F2 81.83 J1 47.46 J2 47.46 K1 5.00 W -1.00 56.1 56.1 56.1 55.1 56.6 56.9 57.3 54.7 54.4 79.0 79.1 100.9 105.1 Max velocity of 30.11 occurs in the pipe from C2 TO 449 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. AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 6 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 58 TO W (PRIMARY PATH) 49.00 1.049 1T 11.58 19.1 19.1 K = 11.20 58S C=120 5.00 -5.0 0.0 49.00 0.683 16.58 11.3 19.1 Vel = 18.37 1.682 8.00 25.4 25.4 EqK = 9.72 58 C=120 0.00 0.0 0.0 49.00 0.069 8.00 0.5 25.4 Vel = 7.14 49.45 1.682 12.50 26.0 26.0 EqK = 9.70 59 C=120 0.00 0.0 0.0 98.45 0.249 12.50 3.1 26.0 Vel = 14.35 448 2.157 C=120 98.45 0.074 5.50 0.00 5.50 29.1 0.0 0.4 29.1 0.0 29.1 Vel = 8.73 52.26 2.157 18.00 29.5 29.5 EqK = 9.62 60 C=120 0.00 0.0 0.0 150.72 0.163 18.00 2.9 29.5 Vel = 13.36 54.50 2.157 13.24 32.4 32.4 EqK = 9.57 61 C=120 0.00 0.0 0.0 205.22 0.289 13.24 3.8 32.4 Vel = 18.19 1.682 1T 0.40 36.3 36.3 447 0=120 9.90 0.0 0.0 205.22 0.969 10.30 10.0 36.3 Vel = 29.92 Cl 3.260 C=120 205.22 0.039 16.00 46.2 46.2 0.00 0.0 0.0 16.00 0.6 46.2 Vel = 7.97 206.51 3.260 23.17 46.9 46.9 C2 C=120 0.00 0.0 0.0 See PATH 2 411.73 0.140 23.17 3.2 46.9 Vel = 15.98 -22.83 3.260 12.00 50.1 50.1 C3 C=120 0.00 0.0 0.0 See PATH 3 388.90 0.126 12.00 1.5 50.1 Vel = 15.09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 7 HYD. RE F POINT Qa DIA. "C/I Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 58 TO W (PRIMARY PATH) -1.46 3.260 14.00 51.6 51.6 C4 C=120 0.00 0.0 0.0 See PATH 4 387.44 0.125 14.00 1.8 51.6 Vel = 15.04 24.29 3.260 1.94 53.4 53.4 C5 C=120 0.00 0.0 0.0 See PATH 3 411.73 0.140 1.94 0.3 53.4 Vel = 15.98 -156.88 3.260 20.60 53.6 53.6 C6 C=120 0.00 0.0 0.0 See PATH 5 254.85 0.058 20.60 1.2 53.6 Vel = 9.89 -17.05 3.260 1T 5.17 54.8 54.8 C7 C=120 20.16 0.0 0.0 See PATH 8 237.80 0.051 25.33 1.3 54.8 Vel = 9.23 17.05 3.260 iT 12.53 56.1 56.1 C8 C=120 20.16 0.0 0.0 See PATH 8 254.85 0.058 32.69 1.9 56.1 Vel = 9.89 156.88 4.260 2E 34.78 58.0 58.0 C9 C=120 1T 52.67 10.0 0.0 See PATH 5 411.73 0.038 87.45 3.3 58.0 Vel = 9.36 4.260 1E A15 C=120 1V 411.73 0.038 16.85 28.97 45.81 71.3 4.4 1.7 71.3 0.0 71.3 Vel = 9.36 4.260 1T 1.28 77.4 77.4 A16 0=120 26.33 0.6 0.0 411.73 0.038 27.62 1.1 77.4 Vel = 9.36 J1 6.357 C=120 411.73 0.005 2.00 79.0 79.0 0.00 0.0 0.0 2.00 0.0 79.0 Vel = 4.20 6.357 14E 364.38 79.1 79.1 J2 0=120 1V 250.21 16.7 0.0 411.73 0.005 614.59 3.3 79.1 Vel = 4.20 6.357 1E A18 C=120 411.73 0.005 4.00 99.1 99.1 17.60 1.7 0.0 21.60 0.1 99.1 Vel = 4.20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 8 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 58 TO W (PRIMARY PATH) K1 8.249 1E 12.58 100.9 100.9 C=120 20.02 0.0 0.0 411.73 0.002 32.60 0.0 100.9 Vel = 2.50 10.370 1V 2.29 101.0 101.0 A19 C=120 2788.54 0.0 0.0 411.73 0.000 2790.84 1.4 101.0 Vel = 1.58 10.518 4E 124.96 102.4 102.4 A20 C=140 139.88 2.6 0.0 411.73 0.000 264.83 0.1 102.4 Vel = 1.54 W 411.73 105.1 K = 40.17 49.45 1.049 1T 11.58 19.5 19.5 K = 11.20 59S C=120 5.00 -5.0 0.0 49.45 0.695 16.58 11.5 19.5 Vel = 18.54 59 49.45 26.0 K = 9.70 52.26 1.049 1T 11.58 21.8 21.8 K = 11.20 60S C=120 5.00 -5.0 0.0 52.26 0.769 16.58 12.7 21.8 Vel = 19.59 60 52.26 29.5 K = 9.62 54.50 1.049 1T 11.58 23.7 23.7 K = 11.20 61S C=120 5.00 -5.0 0.0 54.50 0.831 16.58 13.8 23.7 Vel = 20.43 61 54.50 32.4 K = 9.57 PATH 2 FROM HYDRAULIC REFERENCE 62 TO C2 49.31 1.049 1T 11.58 19.4 19.4 K = 11.20 62S C=120 5.00 -5.0 0.0 49.31 0.691 16.58 11.4 19.4 Vel = 18.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 9 HYD. RE F POINT Qa DIA. ,IC�� Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 2 FROM HYDRAULIC REFERENCE 62 TO C2 CONTINUED 1.682 62 C=120 49.31 0.069 8.00 25.8 25.8 EqK = 9.71 0.00 0.0 0.0 8.00 0.6 25.8 Vel = 7.19 49.76 1.682 12.50 26.4 26.4 EqK = 9.69 63 C=120 0.00 0.0 0.0 99.07 0.252 12.50 3.2 26.4 Vel = 14.45 2.157 5.50 29.5 29.5 450 C=120 0.00 0.0 0.0 99.07 0.075 5.50 0.4 29.5 Vel = 8.78 52.59 2.157 18.00 29.9 29.9 EqK = 9.61 64 C=120 0.00 0.0 0.0 151.67 0.165 18.00 3.0 29.9 Vel = 13.45 54.84 2.157 13.24 32.9 32.9 EqK = 9.56 65 C=120 0.00 0.0 0.0 206.51 0.292 13.24 3.9 32.9 Vel = 18.31 1.682 1T 449 C=120 206.51 0.981 0.40 36.8 36.8 9.90 0.0 0.0 10.30 10.1 36.8 Vel = 30.11 C2 206.51 46.9 K = 30.17 49.76 1.049 1T 11.58 19.7 19.7 K = 11.20 63S C=120 5.00 -5.0 0.0 49.76 0.703 16.58 11.6 19.7 Vel = 18.65 63 49.76 26.4 K = 9.69 52.59 1.049 1T 11.58 22.0 22.0 K = 11.20 64S C=120 5.00 -5.0 0.0 52.59 0.778 16.58 12.9 22.0 Vel = 19.71 64 52.59 29.9 K = 9.61 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 10 HYD. REF POINT Qa DIA. ,,C" Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn 54.84 1.049 1T 11.58 24.0 24.0 K = 11.20 65S C=120 5.00 -5.0 0.0 54.84 0.841 16.58 13.9 24.0 Vel = 20.56 65 54.84 32.9 K = 9.56 PATH 3 FROM HYDRAULIC REFERENCE C3 TO C5 22.83 1.682 1E 76.37 50.1 50.1 C3 C=120 1T 14.85 0.0 0.0 See PATH 1 22.83 0.017 91.22 1.5 50.1 Vel = 3.33 1.46 1.682 1E 78.37 51.6 51.6 451 C=120 1T 14.85 0.0 0.0 See PATH 4 24.29 0.019 93.22 1.7 51.6 Vel = 3.54 C5 24.29 53.4 K = 3.32 PATH 4 FROM HYDRAULIC REFERENCE C4 TO 451 1.46 1.682 2T 64.37 51.6 51.6 C4 C=120 19.80 0.0 0.0 See PATH 1 1.46 0.000 84.17 0.0 51.6 Vel = 0.21 451 1.46 51.6 K = 0.20 PATH 5 FROM HYDRAULIC REFERENCE C6 TO C9 156.88 3.260 1T 13.70 53.6 53.6 C6 C=120 20.16 0.0 0.0 See PATH 1 156.88 0.024 33.86 0.8 53.6 Vel = 6.09 -9.00 3.260 14.00 54.4 54.4 F2 C=120 0.00 0.0 0.0 See PATH 6 147.88 0.021 14.00 0.3 54.4 Vel = 5.74 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 11 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 5 FROM HYDRAULIC REFERENCE C6 TO C9 CONTINUED Fl -0.50 3.260 C=120 147.38 0.021 16.00 54.7 54.7 0.00 0.0 0.0 See PATH 7 16.00 0.3 54.7 Vel = 5.72 El 9.50 3.260 2E 44.90 55.1 55.1 C=120 18.82 0.0 0.0 See PATH 6 156.88 0.024 63.71 1.5 55.1 Vel = 6.09 -9.01 3.260 18.00 56.6 56.6 E2 C=120 0.00 0.0 0.0 See PATH 10 147.87 0.021 18.00 0.4 56.6 Vel = 5.74 3.260 18.00 56.9 56.9 E3 C=120 0.00 0.0 0.0 147.87 0.021 18.00 0.4 56.9 Vel = 5.74 9.01 3.260 1T 8.63 57.3 57.3 E4 C=120 20.16 0.0 0.0 See PATH 10 156.88 0.024 28.79 0.7 57.3 Vel = 6.09 C9 156.88 58.0 K = 20.60 PATH 6 FROM HYDRAULIC REFERENCE F2 TO El 9.00 1.682 1T 29.75 54.4 54.4 F2 C=120 9.90 0.0 0.0 See PATH 5 9.00 0.003 39.65 0.1 54.4 Vel = 1.31 1.682 lE 54.73 54.6 54.6 461 C=120 4.95 0.0 0.0 9.00 0.003 59.68 0.2 54.6 Vel = 1.31 0.50 1.682 lE 16.73 54.7 54.7 460 C=120 4.95 0.0 0.0 See PATH 7 9.50 0.003 21.68 0.1 54.7 Vel = 1.39 459 1.682 C=120 9.50 0.003 6.00 54.8 54.8 0.00 0.0 0.0 6.00 0.0 54.8 Vel = 1.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 12 HYD. REF POINT Qa DIA. ,, C " Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 6 FROM HYDRAULIC REFERENCE F2 TO El CONTINUED 1.682 16.00 54.8 54.8 458 C=120 0.00 0.0 0.0 9.50 0.003 16.00 0.1 54.8 Vel = 1.39 1.682 18.00 54.9 54.9 457 C=120 0.00 0.0 0.0 9.50 0.003 18.00 0.1 54.9 Vel = 1.39 1.682 1T 29.75 54.9 54.9 456 C=120 9.90 0.0 0.0 9.50 0.003 39.65 0.1 54.9 Vel = 1.39 El 9.50 55.1 K = 1.28 PATH 7 FROM HYDRAULIC REFERENCE Fl TO 460 Fl 0.50 1.682 1T 29.75 54.7 54.7 C=120 9.90 0.0 0.0 See PATH 5 0.50 0.000 39.65 0.0 54.7 Vel = 0.07 1.682 18.00 54.7 54.7 463 C=120 0.00 0.0 0.0 0.50 0.000 18.00 0.0 54.7 Vel = 0.07 1.682 1T 22.73 54.7 54.7 462 C=120 9.90 0.0 0.0 0.50 0.000 32.63 0.0 54.7 Vel = 0.07 460 0.50 54.7 K = 0.07 PATH 8 FROM HYDRAULIC REFERENCE C7 TO C8 17.05 1.682 2E 82.87 54.8 54.8 C7 C=120 1T 19.80 -0.2 0.0 See PATH 1 17.05 0.010 102.67 1.0 54.8 Vel = 2.49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 13 HYD. REF POINT Qa DIA. C Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE C7 TO C8 CONTINUED -8.35 1.682 1T 67.77 55.6 55.6 452 C=120 9.90 0.0 0.0 See PATH 9 8.69 0.003 77.67 0.2 55.6 Vel = 1.27 1.610 2T 1.10 55.8 55.8 454 C=120 16.00 0.2 0.0 8.69 0.003 17.10 0.1 55.8 Vel = 1.38 8.35 3.260 1T 8.83 56.1 56.1 D5 C=120 20.16 0.0 0.0 See PATH 9 17.05 0.000 28.99 0.0 56.1 Vel = 0.66 C8 17.05 56.1 K = 2.28 PATH 9 FROM HYDRAULIC REFERENCE 452 TO D5 8.35 1.682 1E 79.77 55.6 55.6 452 C=120 4.95 0.0 0.0 See PATH 8 8.35 0.003 84.72 0.2 55.6 Vel = 1.22 1.610 2T 1.10 55.8 55.8 453 C=120 16.00 0.2 0.0 8.35 0.003 17.10 0.1 55.8 Vel = 1.33 3.260 12.00 56.1 56.1 D4 C=120 0.00 0.0 0.0 8.35 0.000 12.00 0.0 56.1 Vel = 0.32 D5 8.35 56.1 K = 1.12 PATH 10 FROM HYDRAULIC REFERENCE E2 TO E4 9.01 1.682 2E 107.06 56.6 56.6 E2 C=120 1T 19.80 -0.2 0.0 See PATH 5 9.01 0.003 126.86 0.4 56.6 Vel = 1.31 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres • Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 14 HYD. REF POINT Qa DIA. FITTING PIPE Pt Pt "C" TYPES FTNG'S Pe Pv ******* NOTES ******* Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE E2 TO E4 CONTINUED 1.682 2E 107.06 56.7 56.7 464 C=120 1T 19.80 0.2 0.0 9.01 0.003 126.86 0.4 56.7 Vel = 1.31 E4 9.01 57.3 K = 1.19 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) EE U rnrn Coo 0 Q 4) o •.d N 0 U) iEO T T • N 30 a`3 LLEEa = 2 g>0) — w g; gc Di Cta acococ`o co '6co Naoo °)a1) 8Q (° N 0M E o2c') 5 N <coHcc 250 gpm hose • Q 0 a 0 • 0 0 N 0 CO T T am 0 (0 0 0 N AMC 16 Theatres Drawing Date:12/13/07 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila 12/13/07 8:18 Remote Area Number: 5 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 I 326.7 sq ft) 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 423.6 psi Required: 122.9 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 2005 140.0 psi 20.0 psi 8000 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 424 122.9 psi Water Source140.0 psi static, 20.0 psi residual @ 8000 gpm 424 gpm 139.5 psi SAFETY PRESSURE 16.6 psi Available Pressure of 139.5 psi Exceeds Required Pressure of 122.9 psi This is a safety margin of 16.6 psi or 12 % of Supply Maximum Water Velocity is 30.9 fps AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 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 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 4 NODE ELEVATION SPRINKLER NUMBER K -FACTOR (FT) (GPM/ (PSIA;1) ) PRESSURE ACTUAL FLOW (GPM) (PSI) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) 66 81.83 66S 70.25 67 81.83 67S 70.25 68 81.83 68S 70.25 69 81.83 69S 70.25 70 81.83 70S 70.25 71 81.83 71S 70.25 72 81.83 72S 70.25 73 81.83 73S 70.25 470 82.33 471 82.33 472 82.33 473 82.33 474 82.33 475 82.33 476 82.33 477 82.33 478 82.33 479 82.33 480 82.33 481 82.33 482 82.33 483 82.33 484 82.33 485 82.33 486 81.83 487 81.83 488 81.83 489 81.83 490 81.83 491 81.83 492 81.83 493 81.83 494 81.83 495 81.83 496 81.83 497 81.83 498 81.83 499 81.83 500 82.33 501 82.33 502 82.33 G1 81.83 G2 81.83 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 25.4 19.1 26.0 19.5 30.5 22.4 40.4 28.9 25.5 19.2 26.1 19.5 30.6 22.5 40.5 29.0 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.4 64.5 64.5 65.2 65.0 64.9 67.2 63.4 63.5 63.5 63.6 63.7 64.1 63.7 63.7 63.7 63.7 64.2 64.2 64.2 64.6 64.6 49.0 49.5 53.0 60.2 49.1 49.5 53.1 60.3 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 0.15 0.15 0.16 0.18 0.15 0.15 0.16 0.18 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^')) (PSI) (GPM) (GPM) (GPM/SQ.FT) G3 81.83 64.6 G4 81.83 64.6 G5 81.83 64.6 G6 81.83 64.6 G7 81.83 64.6 G8 81.83 64.6 G9 81.83 64.7 G10 81.83 64.8 Gil 81.83 64.9 G12 81.83 65.2 G13 81.83 65.7 G14 81.83 66.8 G15 81.83 67.2 G16 81.83 67.7 G17 5.00 118.7 G18 5.00 118.7 G19 5.00 120.2 H1 81.83 62.1 H2 81.83 62.3 H3 81.83 63.2 H4 81.83 63.7 H5 81.83 64.2 H6 81.83 64.3 H7 81.83 64.8 Il 81.83 64.5 12 81.83 64.5 13 81.83 64.4 W -1.00 122.9 Max velocity of 30.90 occurs in the pipe from 73 TO H2 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. AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 6 HYD. REF POINT Qa DIA. "Cu Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 PROM HYDRAULIC REFERENCE 66 TO W (PRIMARY PATH) 49.00 1.049 1T 11.58 19.1 19.1 K = 11.20 66S C=120 5.00 -5.0 0.0 49.00 0.683 16.58 11.3 19.1 Vel = 18.37 1.682 8.00 25.4 25.4 EqK = 9.72 66 C=120 0.00 0.0 0.0 49.00 0.069 8.00 0.5 25.4 Vel = 7.14 49.45 1.682 18.00 26.0 26.0 EqK = 9.70 67 C=120 0.00 0.0 0.0 98.45 0.249 18.00 4.5 26.0 Vel = 14.35 53.01 1.682 18.00 30.5 30.5 EqK = 9.60 68 C=120 0.00 0.0 0.0 151.46 0.553 18.00 9.9 30.5 Vel = 22.08 60.19 1.682 1T 11.25 40.4 40.4 EqK = 9.47 69 C=120 9.90 0.0 0.0 211.65 1.026 21.15 21.7 40.4 Vel = 30.86 H1 4.260 16.00 62.1 62.1 C=120 0.00 0.0 0.0 211.65 0.011 16.00 0.2 62.1 Vel = 4.81 211.94 4.260 23.17 62.3 62.3 H2 C=120 0.00 0.0 0.0 See PATH 2 423.59 0.040 23.17 0.9 62.3 Vel = 9.63 -12.12 4.260 12.00 63.2 63.2 H3 C=120 0.00 0.0 0.0 See PATH 3 411.47 0.038 12.00 0.5 63.2 Vel = 9.35 -0.79 4.260 14.00 63.7 63.7 H4 C=120 0.00 0.0 0.0 See PATH 4 410.68 0.038 14.00 0.5 63.7 Vel = 9.33 12.91 4.260 1.94 64.2 64.2 H5 C=120 0.00 0.0 0.0 See PATH 3 423.59 0.040 1.94 0.1 64.2 Vel = 9.63 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 7 HYD. RE F POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 66 TO W (PRIMARY PATH) -102.37 4.260 H6 C=120 321.22 0.024 20.60 64.3 64.3 0.00 0.0 0.0 See PATH 5 20.60 0.5 64.3 Vel = 7.30 -11.37 4.260 5.17 64.8 64.8 H7 C=120 0.00 0.0 0.0 See PATH 10 309.85 0.022 5.17 0.1 64.8 Vel = 7.04 G11 102.37 4.260 8.83 64.9 64.9 C=120 0.00 0.0 0.0 See PATH 5 412.22 0.038 8.83 0.3 64.9 Vel = 9.37 -0.42 4.260 12.00 65.2 65.2 G12 C=120 0.00 0.0 0.0 See PATH 11 411.80 0.038 12.00 0.5 65.2 Ve1 = 9.36 G13 11.79 4.260 C=120 423.59 0.040 26.44 65.7 65.7 0.00 0.0 0.0 See PATH 10 26.44 1.1 65.7 Vel = 9.63 G14 -12.41 4.260 C=120 411.18 0.038 12.00 66.8 66.8 0.00 0.0 0.0 See PATH 12 12.00 0.5 66.8 Vel = 9.35 -0.81 4.260 14.00 67.2 67.2 G15 C=120 0.00 0.0 0.0 See PATH 13 410.37 0.038 14.00 0.5 67.2 Vel = 9.33 13.22 4.260 13E 224.68 67.7 67.7 G16 C=120 1T 213.31 33.3 0.0 See PATH 12 423.59 0.040 1V 437.99 17.6 67.7 Vel = 9.63 8.249 lE 11.00 118.7 118.7 G17 C=120 20.02 0.0 0.0 423.59 0.002 31.02 0.0 118.7 Vel = 2.57 10.370 3E 14.50 118.7 118.7 G18 C=120 1V 2862.16 0.0 0.0 423.59 0.001 2876.66 1.5 118.7 Vel = 1.62 10.518 3E 110.50 120.2 120.2 G19 C=140 104.91 2.6 0.0 423.59 0.000 215.41 0.1 120.2 Vel = 1.58 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn w 423.59 122.9 K = 38.21 49.45 1.049 iT 67S C=120 49.45 0.695 11.58 5.00 16.58 19.5 -5.0 11.5 19.5 K = 11.20 0.0 19.5 Vel = 18.54 67 49.45 26.0 K = 9.70 53.01 1.049 1T 11.58 22.4 22.4 K = 11.20 68S C=120 5.00 -5.0 0.0 53.01 0.790 16.58 13.1 22.4 Vel = 19.87 68 53.01 30.5 K = 9.60 60.19 1.049 1T 11.58 28.9 28.9 K = 11.20 69S C=120 5.00 -5.0 0.0 60.19 0.999 16.58 16.6 28.9 Vel = 22.56 69 60.19 40.4 K = 9.47 PATH 2 I'ROM HYDRAULIC RE1ERENCE 70 TO H2 49.07 1.049 1T 11.58 19.2 19.2 K = 11.20 70S C=120 5.00 -5.0 0.0 49.07 0.685 16.58 11.3 19.2 Vel = 18.39 1.682 8.00 25.5 25.5 EqK = 9.71 70 C=120 0.00 0.0 0.0 49.07 0.069 8.00 0.5 25.5 Vel = 7.15 49.52 1.682 18.00 26.1 26.1 EqK = 9.70 71 C=120 0.00 0.0 0.0 98.59 0.250 18.00 4.5 26.1 Vel = 14.37 53.08 1.682 18.00 30.6 30.6 EqK = 9.60 72 C=120 0.00 0.0 0.0 151.67 0.554 18.00 10.0 30.6 Vel = 22.11 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 9 HYD. REF POINT Qa DIA. FITTING PIPE Pt Pt "C" TYPES FTNG'S Pe Pv ******* NOTES ******* Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 70 TO H2 CONTINUED 60.27 1.682 1T 11.25 40.5 40.5 EqK = 9.47 73 C=120 9.90 0.0 0.0 211.94 1.029 21.15 21.8 40.5 Vel = 30.90 H2 211.94 62.3 K = 26.85 49.52 1.049 1T 71S C=120 49.52 0.696 11.58 5.00 16.58 19.5 -5.0 11.5 19.5 0.0 19.5 Vel = 18.56 K = 11.20 71 49.52 26.1 K = 9.70 53.08 1.049 iT 11.58 22.5 22.5 K = 11.20 72S C=120 5.00 -5.0 0.0 53.08 0.792 16.58 13.1 22.5 Vel = 19.90 72 53.08 30.6 K = 9.60 60.27 1.049 1T 11.58 29.0 29.0 K = 11.20 73S C=120 5.00 -5.0 0.0 60.27 1.002 16.58 16.6 29.0 Vel = 22.59 73 60.27 40.5 K = 9.47 PATH 3 FROM HYDRAULIC REFERENCE H3 TO H5 12.12 1.682 1T 15.25 63.2 63.2 H3 C=120 9.90 0.0 0.0 See PATH 1 12.12 0.005 25.15 0.1 63.2 Vel = 1.77 1.682 18.00 63.4 63.4 490 C=120 0.00 0.0 0.0 12.12 0.005 18.00 0.1 63.4 Vel = 1.77 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 10 HYD. REF POINT Qa DIA. "Cu Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATE 3 FROM HYDRAULIC REFERENCE H3 TO HS CONTINUED 491 1.682 C=120 12.12 0.005 18.00 63.5 63.5 0.00 0.0 0.0 18.00 0.1 63.5 Vel = 1.77 1.682 10.00 63.5 63.5 492 C=120 0.00 0.0 0.0 12.12 0.005 10.00 0.1 63.5 Vel = 1.77 1.682 1E 12.73 63.6 63.6 493 C=120 4.95 0.0 0.0 12.12 0.005 17.68 0.1 63.6 Vel = 1.77 0.79 1.682 1E 60.73 63.7 63.7 494 C=120 4.95 0.0 0.0 See PATH 4 12.91 0.006 65.68 0.4 63.7 Vel = 1.88 1.682 1T 15.25 64.1 64.1 495 C=120 9.90 0.0 0.0 12.91 0.006 25.15 0.1 64.1 Vel = 1.88 H5 12.91 64.2 K = 1.61 PATH 4 FROM HYDRAULIC REFERENCE H4 TO 494 0.79 1.682 1T 15.25 63.7 63.7 H4 C=120 9.90 0.0 0.0 See PATH 1 0.79 0.000 25.15 0.0 63.7 Vel = 0.12 1.682 18.00 63.7 63.7 499 C=120 0.00 0.0 0.0 0.79 0.000 18.00 0.0 63.7 Ve1 = 0.12 1.682 18.00 63.7 63.7 498 C=120 0.00 0.0 0.0 0.79 0.000 18.00 0.0 63.7 Vel = 0.12 1.682 10.00 63.7 63.7 497 C=120 0.00 0.0 0.0 0.79 0.000 10.00 0.0 63.7 Vel = 0.12 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 11 HYD. Qa DIA. FITTING PIPE REF "C" TYPES FTNG'S POINT Qt Pf/ft TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 4 FROM HYDRAULIC REFERENCE H4 TO 494 CONTINUED 1.682 iT 0.73 63.7 63.7 496 C=120 9.90 0.0 0.0 0.79 0.000 10.63 0.0 63.7 Vel = 0.12 494 0.79 63.7 K = 0.10 PATH 5 FROM HYDRAULIC REFERENCE H6 TO 611 102.37 4.260 1T 18.28 64.3 64.3 H6 C=120 26.33 0.0 0.0 See PATH 1 102.37 0.003 44.61 0.1 64.3 Vel = 2.33 - 2.38 4.260 10.00 64.4 64.4 I3 C=120 0.00 0.0 0.0 See PATH 6 99.99 0.003 10.00 0.0 64.4 Vel = 2.27 - 0.75 4.260 17.77 64.5 64.5 I2 C=120 0.00 0.0 0.0 See PATH 7 99.24 0.003 17.77 0.0 64.5 Vel = 2.26 I1 3.14 4.260 1E 24.86 64.5 64.5 C=120 13.17 .0.0 0.0 See PATH 6 102.37 0.003 38.02 0.1 64.5 Vel = 2.33 4.260 8.99 64.6 64.6 G7 C=120 0.00 0.0 0.0 102.37 0.003 8.99 0.0 64.6 Vel = 2.33 - 3.44 4.260 1E 14.62 64.6 64.6 G8 C=120 13.17 0.0 0.0 See PATH 8 98.93 0.003 27.78 0.1 64.6 Vel = 2.25 0.47 4.260 18.00 64.7 64.7 G9 C=120 0.00 0.0 0.0 See PATH 9 99.40 0.003 18.00 0.0 64.7 Vel = 2.26 2.98 4.260 1T 23.50 64.8 64.8 G10 C=120 26.33 0.0 0.0 See PATH 8 102.37 0.003 49.84 0.1 64.8 Vel = 2.33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 12 HYD. Qa DIA. FITTING PIPE Pt REF "C" TYPES FTNG'S Pe POINT Qt Pf/ft TOTAL Pf Pt Pv Pn ******* NOTES ******* Gll 102.37 64.9 K = 12.71 PATE 6 FROM HYDRAULIC REFERENCE I3 TO Ii 2.38 1.610 2T 1.10 64.4 64.4 13 C=120 16.00 -0.2 0.0 See PATH 5 2.38 0.000 17.10 0.0 64.4 Vel = 0.38 1.682 3E 86.11 64.2 64.2 501 C=120 14.85 0.0 0.0 2.38 0.000 100.96 0.0 64.2 Vel = 0.35 0.75 1.682 2E 86.98 64.2 64.2 500 C=120 iT 19.80 0.2 0.0 See PATH 7 3.14 0.000 106.78 0.0 64.2 Vela 0.46 I1 3.14 64.5 K = 0.39 PATS 7 FROM HYDRAULIC REFERENCE I2 TO 500 0.75 1.610 2T 1.10 64.5 64.5 I2 C=120 16.00 -0.2 0.0 See PATH 5 0.75 0.000 17.10 0.0 64.5 Vel = 0.12 1.682 2E 71.65 64.2 64.2 502 C=120 iT 19.80 0.0 0.0 0.75 0.000 91.45 0.0 64.2 Vel = 0.11 500 0.75 64.2 K = 0.09 PATH 8 FROM HYDRAULIC REFERENCE 08 TO 010 3.44 1.682 5E 112.45 64.6 64.6 G8 C=120 1T 34.65 -0.2 0.0 See PATH 5 3.44 0.001 147.09 0.1 64.6 Vel = 0.50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 13 HYD. REF POINT Qa DIA. 'Cn Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv Pn ******* NOTES ******* PATH 8 FROM HYDRAULIC REFERENCE G8 TO G10 CONTINUED -0.47 1.682 1E 105.96 64.5 64.5 484 C=120 4.95 0.0 0.0 See PATH 9 2.98 0.000 110.91 0.0 64.5 Vel = 0.43 1.610 2T 1.10 64.5 64.5 485 C=120 16.00 0.2 0.0 2.98 0.000 17.10 0.0 64.5 Vel = 0.47 G10 2.98 64.8 K = 0.37 PATH 9 FROM HYDRAULIC REFERENCE 484 TO 69 0.47 1.682 1E 89.06 64.5 64.5 484 C=120 2T 24.75 0.2 0.0 See PATH 8 0.47 0.000 113.81 0.0 64.5 Vel = 0.07 G9 0.47 64.7 K = 0.06 PATH 10 FROM HYDRAULIC REFERENCE H7 TO 613 11.37 1.682 1T 12.68 64.8 64.8 H7 C=120 9.90 0.0 0.0 See PATH 1 11.37 0.005 22.58 0.1 64.8 Vel = 1.66 1.610 17.15 64.9 64.9 488 C=120 0.00 0.0 0.0 11.37 0.006 17.15 0.1 64.9 Vel = 1.81 1.682 1E 50.16 65.0 65.0 487 C=120 4.95 0.0 0.0 11.37 0.005 55.11 0.3 65.0 Vel = 1.66 0.42 1.682 1E 77.98 65.2 65.2 486 C=120 1T 14.85 0.0 0.0 See PATH 11 11.79 0.005 92.83 0.5 65.2 Vel = 1.72 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products Page 14 12/13/07 8:18 HYD. REF POINT Qa DIA. I,Ctt Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv Pn ******* NOTES ******* G13 11.79 65.7 K = 1.45 PATH 11 FROM HYDRAULIC REFERENCE 012 TO 486 0.42 1.682 2T 65.98 65.2 65.2 G12 C=120 19.80 0.0 0.0 See PATH 1 0.42 0.000 85.78 0.0 65.2 Vel = 0.06 486 0.42 65.2 K = 0.05 PATH 12 FROM HYDRAULIC REFERENCE 014 TO 016 12.41 1.682 1E 69.98 66.8 66.8 G14 C=120 1T 14.85 0.0 0.0 See PATH 1 12.41 0.005 84.83 0.5 66.8 Vel = 1.81 0.81 1.682 1E 71.98 67.2 67.2 489 C=120 1T 14.85 0.0 0.0 See PATH 13 13.22 0.006 86.83 0.5 67.2 yel = 1.93 G16 13.22 67.7 K = 1.61 PATH 13 FROM HYDRAULIC REFERENCE G15 TO 489 0.81 1.682 2T 57.98 67.2 67.2 G15 C=120 19.80 0.0 0.0 See PATH 1 0.81 0.000 77.78 0.0 67.2 Vel = 0.12 489 0.81 67.2 K = 0.10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) r - LLE CL 0 pvg cOctfs $$Vco E 0 _ d N tD 0 N 41 0 )0 250 300 350 400 4; • L L 1 1 i 250 gpi hose N in0 T- 11- • _ _ d N tD 0 N AMC 16 Theatres Job Name: Location: Drawing Date: Contractor: Drawing Date:12/13/07 HYDRAULIC DESIGN INFORMATION SHEET AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila 12/13/07 8:18 Remote Area Number: 6 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq ftl 0.150 I 326.7 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 464.7 psi Required: 111.7 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test Date of Test 2005 Static Pressure 140.0 Residual Pres 20.0 At a Flow of 8000 Elevation 0" psi psi gpm Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 6 465 111.7 psi Water Source140.0 psi static, 20.0 psi residual 8 8000 gpm 465 gpm 139.4 psi SAFETY PRESSURE 27.7 psi Available Pressure of 139.4 psi Exceeds Required Pressure of 111.7 psi This is a safety margin of 27.7 psi or 20 % of Supply Maximum Water Velocity is 23.9 fps AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 3 ABBREV. FITTING NAME TABLE 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 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 4 NODE NUMBER ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^')) (PSI) (GPM) (GPM) (GPM/SQ.FT) 74 81.83 74S 72.92 75 81.83 75S 72.25 76 81.83 76S 71.04 77 81.83 77S 69.83 78 81.83 78S 72.92 79 81.83 79S 72.25 80 81.83 80S 71.04 81 81.83 81S 69.83 82 81.83 82S 69.83 470 82.33 471 82.33 472 82.33 473 82.33 474 82.33 475 82.33 476 82.33 477 82.33 478 82.33 479 82.33 480 82.33 481 82.33 482 82.33 483 82.33 484 82.33 485 82.33 486 81.83 487 81.83 488 81.83 489 81.83 490 81.83 491 81.83 492 81.83 493 81.83 494 81.83 495 81.83 496 81.83 497 81.83 498 81.83 499 81.83 500 82.33 501 82.33 502 82.33 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 23.5 19.7 22.9 19.1 24.6 20.1 29.7 23.4 23.7 19.9 23.1 19.3 24.8 20.2 29.9 23.5 34.3 26.6 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.1 49.1 49.9 49.6 49.5 52.3 32.2 26.7 25.0 24.9 26.1 37.1 25.1 25.2 26.9 32.4 48.8 48.8 48.8 49.7 49.0 50.2 54.2 49.9 49.2 50.4 54.3 57.8 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 49.0 0.15 0.15 0.15 0.17 0.15 0.15 0.15 0.17 0.18 AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) G1 81.83 G2 81.83 G3 81.83 G4 81.83 G5 81.83 G6 81.83 G7 81.83 G8 81.83 G9 81.83 G10 81.83 Gil 81.83 G12 81.83 G13 81.83 G14 81.83 G15 81.83 G16 81.83 G17 5.00 G18 5.00 G19 5.00 H3 81.83 H4 81.83 H5 81.83 H.6 81.83 H7 81.83 I1 81.83 I2 81.83 I3 81.83 W -1.00 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.3 49.4 49.5 49.9 50.5 51.7 52.3 52.9 107.1 107.2 109.0 48.3 48.4 48.7 48.8 49.4 49.1 49.0 49.0 111.7 Max velocity of 23.90 occurs in the pipe from 490 TO H3 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. AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 6 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE TYPES FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 1 PROM HYDRAULIC RH8'HRENCH 75 TO W (PRIMARY PATH) 49.00 1.049 1E 9.58 19.1 19.1 K = 11.20 75S C=120 2.00 -4.1 0.0 49.00 0.683 11.58 7.9 19.1 Vel = 18.37 1.682 1T 19.75 22.9 22.9 EqK = 10.24 75 C=120 9.90 0.0 0.0 49.00 0.069 29.65 2.1 22.9 Vel = 7.14 10.52 1.682 18.00 25.0 25.0 492 C=120 0.00 0.0 0.0 See PATH 10 59.52 0.098 18.00 1.8 25.0 Vel = 8.68 50.22 1.682 18.00 26.7 26.7 491 C=120 0.00 0.0 0.0 See PATH 5 109.74 0.304 18.00 5.5 26.7 Vel = 16.00 54.19 1.682 1T 15.25 32.2 32.2 490 C=120 9.90 0.0 0.0 See PATH 7 163.93 0.640 25.15 16.1 32.2 Vel = 23.90 4.260 12.00 48.3 48.3 H3 C=120 0.00 0.0 0.0 163.93 0.007 12.00 0.1 48.3 Vel = 3.73 163.50 4.260 14.00 48.4 48.4 H4 C=120 0.00 0.0 0.0 See PATH 2 327.43 0.025 14.00 0.3 48.4 Vel = 7.44 137.26 4.260 1.94 48.7 48.7 H5 C=120 0.00 0.0 0.0 See PATH 3 464.69 0.048 1.94 0.1 48.7 Vel = 10.56 -112.31 4.260 20.60 48.8 48.8 H6 C=120 0.00 0.0 0.0 See PATH 12 352.39 0.029 20.60 0.6 48.8 Vel = 8.01 -12.47 4.260 5.17 49.4 49.4 H7 C=120 0.00 0.0 0.0 See PATH 17 339.91 0.027 5.17 0.1 49.4 Vel = 7.73 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 7 HYD. REF POINT Qa DIA. ICn Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv TOTAL Pf Pn ******* NOTES ******* PATH 1 FROM HYDRAULIC REFERENCE 75 TO W (PRIMARY PATH) Gil 112.31 4.260 8.83 49.5 49.5 C=120 0.00 0.0 0.0 See PATH 12 452.22 0.045 8.83 0.4 49.5 Vel = 10.28 -0.46 4.260 12.00 49.9 49.9 G12 C=120 0.00 0.0 0.0 See PATH 18 451.76 0.045 12.00 0.5 49.9 Vel = 10.27 12.94 4.260 26.44 50.5 50.5 G13 C=120 0.00 0.0 0.0 See PATH 17 464.69 0.048 26.44 1.3 50.5 Vel = 10.56 -13.62 4.260 12.00 51.7 51.7 G14 C=120 0.00 0.0 0.0 See PATH 19 451.07 0.045 12.00 0.5 51.7 Vel = 10.25 -0.88 4.260 14.00 52.3 52.3 G15 C-120 0.00 0.0 0.0 See PATH 20 450.19 0.045 14.00 0.6 52.3 Vel = 10.23 14.50 4.260 13E 224.68 52.9 52.9 G16 C=120 1T 213.31 33.3 0.0 See PATH 19 464.69 0.048 1V 437.99 20.9 52.9 Vel = 10.56 8.249 1E 11.00 107.1 107.1 G17 C=120 20.02 0.0 0.0 464.69 0.002 31.02 0.1 107.1 Vel = 2.82 10.370 3E 14.50 107.2 107.2 G18 C=120 1V 2862.16 0.0 0.0 464.69 0.001 2876.66 1.8 107.2 Vel = 1.78 10.518 3E 110.50 109.0 109.0 G19 C=140 104.91 2.6 0.0 464.69 0.000 215.41 0.1 109.0 Vel = 1.73 W 464.69 111.7 K = 43.98 PATH 2 FROM HYDRAULIC REFERENCE 79 TO H4 49.22 1.049 1E 9.58 19.3 19.3 K = 11.20 79S C=120 2.00 -4.1 0.0 49.22 0.689 11.58 8.0 19.3 Vel = 18.45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 8 HYD. REF POINT Qa DIA. "C" Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 2 FROM HYDRAULIC REFERENCE 79 TO H4 CONTINUED 1.682 1T 19.75 23.1 23.1 EqK = 10.23 79 C=120 9.90 0.0 0.0 49.22 0.069 29.65 2.1 23.1 Vel = 7.18 497 9.57 1.682 C=120 58.79 0.096 18.00 0.00 18.00 25.2 0.0 1.7 25.2 0.0 See PATH 11 25.2 Vel = 8.57 50.40 1.682 18.00 26.9 26.9 498 C=120 0.00 0.0 0.0 See PATH 6 109.19 0.302 18.00 5.4 26.9 Vel = 15.92 54.31 1.682 1T 15.25 32.4 32.4 499 C=120 9.90 0.0 0.0 See PATH 8 163.50 0.637 25.15 16.0 32.4 Vel = 23.84 H4 163.50 48.4 K = 23.51 PATH 3 FROM HYDRAULIC REFERENCE 74 TO H5 49.68 1.049 1E 8.92 19.7 19.7 K = 11.20 74S C-120 2.00 -3.9 0.0 49.68 0.701 10.92 7.6 19.7 Vel = 18.62 1.682 19.75 23.5 23.5 EqK = 10.26 74 C=120 0.00 0.0 0.0 49.68 0.070 19.75 1.4 23.5 Vel = 7.24 -10.52 1.682 1E 12.73 24.9 24.9 493 C=120 1T 14.85 0.0 0.0 See PATH 10 39.16 0.045 27.58 1.2 24.9 Vel = 5.71 40.35 1.682 1E 60.73 26.1 26.1 494 C=120 4.95 0.0 0.0 See PATH 4 79.50 0.168 65.68 11.0 26.1 Vel = 11.59 57.76 1.682 1T 15.25 37.1 37.1 495 C=120 9.90 0.0 0.0 See PATH 9 137.26 0.461 25.15 11.6 37.1 Vel = 20.01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 9 HYD. REF POINT Qa DIA. "C►, Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn H5 137.26 48.7 K = 19.67 PATH 4 FROM HYDRAULIC REFERENCE 78 TO 494 49.92 1.049 1E 8.92 19.9 19.9 K = 11.20 78S C=120 2.00 -3.9 0.0 49.92 0.707 10.92 7.7 19.9 Vel = 18.71 1.682 19.75 23.7 23.7 EqK = 10.25 78 C=120 0.00 0.0 0.0 49.92 0.071 19.75 1.4 23.7 Vel = 7.28 -9.57 1.682 2T 0.73 25.1 25.1 496 C=120 19.80 0.0 0.0 See PATH 11 40.35 0.048 20.53 1.0 25.1 Vel = 5.88 494 40.35 26.1 K = 7.89 PATH 5 FROM HYDRAULIC REFERENCE 76 TO 491 50.22 1.049 1E 10.79 20.1 20.1 K = 11.20 76S C=120 2.00 -4.7 0.0 50.22 0.715 12.79 9.1 20.1 Vel = 18.83 1.682 1T 19.75 24.6 24.6 EqK = 10.13 76 C=120 9.90 0.0 0.0 50.22 0.072 29.65 2.2 24.6 Vel = 7.32 491 50.22 26.7 K = 9.72 PATH 6 FROM HYDRAULIC REFERENCE 80 TO 498 50.40 1.049 1E 10.79 20.2 20.2 K = 11.20 80S C=120 2.00 -4.7 0.0 50.40 0.719 12.79 9.2 20.2 Vel = 18.89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 10 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 6 FROM HYDRAULIC REFERENCE 80 TO 498 CONTINUED 1.682 1T 19.75 24.8 24.8 EqK = 10.13 80 C=120 9.90 0.0 0.0 50.40 0.072 29.65 2.2 24.8 Vel = 7.35 498 50.40 26.9 K = 9.71 PATH 7 FROM HYDRAULIC REFERENCE 77 TO 490 54.19 1.049 1E 12.00 23.4 23.4 K = 11.20 77S C=120 2.00 -5.2 0.0 54.19 0.823 14.00 11.5 23.4 Vel = 20.31 1.682 iT 19.75 29.7 29.7 EqK = 9.94 77 C=120 9.90 0.0 0.0 54.19 0.083 29.65 2.5 29.7 Vel = 7.90 490 54.19 32.2 K = 9.55 PATH 8 FROM HYDRAULIC REFERENCE 81 TO 499 54.31 1.049 lE 12.00 23.5 23.5 K = 11.20 81S C=120 2.00 -5.2 0.0 54.31 0.826 14.00 11.6 23.5 Vel = 20.36 1.682 iT 19.75 29.9 29.9 EqK = 9.94 81 C=120 9.90 0.0 0.0 54.31 0.083 29.65 2.5 29.9 Vel = 7.92 499 54.31 32.4 K = 9.55 PATH 9 FROM HYDRAULIC REFERENCE 82 TO 495 57.76 1.049 1E 12.00 26.6 26.6 K = 11.20 82S C=120 2.00 -5.2 0.0 57.76 0.926 14.00 12.9 26.6 Vel = 21.65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 9 FROM HYDRAULIC REFERENCE 82 TO 495 CONTINUED 1.682 1T 19.75 34.3 34.3 EqK = 9.86 82 C=120 9.90 0.0 0.0 57.76 0.093 29.65 2.8 34.3 Vel = 8.42 495 57.76 37.1 K = 9.48 PATH 10 FROM HYDRAULIC REFERENCE 493 TO 492 10.52 1.682 1T 10.00 24.9 24.9 493 C=120 9.90 0.0 0.0 See PATH 3 10.52 0.004 19.90 0.1 24.9 Vel = 1.53 492 10.52 25.0 K = 2.11 ':PATH 11 FROM HYDRAULIC REFERENCE 496 TO 497 9.57 1.682 1T 10.00 25.1 25.1 496 C=120 9.90 0.0 0.0 See PATH 4 9.57 0.003 19.90 0.1 25.1 Vel = 1.40 497 9.57 25.2 K = 1.91 PATH 12 FROM HYDRAULIC REFERENCE H6 TO 011 112.31 4.260 1T 18.28 48.8 48.8 H6 C=120 26.33 0.0 0.0 See PATH 1 112.31 0.003 44.61 0.2 48.8 Vel = 2.55 -2.61 4.260 10.00 49.0 49.0 I3 C=120 0.00 0.0 0.0 See PATH 13 109.69 0.003 10.00 0.0 49.0 Vel = 2.49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 12 HYD. REF POINT Qa DIA. "C" Pf/ft Qt FITTING TYPES PIPE FTNG`S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 12 FROM HYDRAULIC REFERENCE H6 TO Gll CONTINUED -0.82 4.260 I2 C=120 108.87 0.003 17.77 49.0 49.0 0.00 0.0 0.0 See PATH 14 17.77 0.1 49.0 Vel = 2.47 I1 3.44 4.260 1E 24.86 49.1 49.1 C=120 13.17 0.0 0.0 See PATH 13 112.31 0.003 38.02 0.1 49.1 Vel = 2.55 4.260 8.99 49.2 49.2 G7 C=120 0.00 0.0 0.0 112.31 0.003 8.99 0.0 49.2 Vel = 2.55 -3.78 4.260 1E 14.62 49.2 49.2 G8 C=120 13.17 0.0 0.0 See PATH 15 108.53 0.003 27.78 0.1 49.2 Vel = 2.47 0.51 4.260 18.00 49.3 49.3 G9 C=120 0.00 0.0 0.0 See PATH 16 109.04 0.003 18.00 0.1 49.3 Vel = 2.48 3.27 4.260 iT 23.50 49.4 49.4 G10 C=120 26.33 0.0 0.0 See PATH 15 112.31 0.003 49.84 0.2 49.4 Vel = 2.55 G11 112.31 49.5 K = 15.96 PATH 13 FROM HYDRAULIC REFERENCE I3 TO I2 2.61 1.610 2T 1.10 49.0 49.0 13 C=120 16.00 -0.2 0.0 See PATH 12 2.61 0.000 17.10 0.0 49.0 Vel = 0.42 1.682 3E 86.11 48.8 48.8 501 C=120 14.85 0.0 0.0 2.61 0.000 100.96 0.0 48.8 Vel = 0.38 0.82 1.682 2E 86.98 48.8 48.8 500 C=120 iT 19.80 0.2 0.0 See PATH 14 3.44 0.001 106.78 0.1 48.8 Vel = 0.50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 13 HYD. REF POINT Qa DIA. HCn Qt Pf/ft FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn I1 3.44 49.1 K = 0.49 PATH 14 FROM HYDRAULIC REFERENCE I2 TO 500 0.82 1.610 2T 1.10 49.0 49.0 I2 C=120 16.00 -0.2 0.0 See PATH 12 0.82 0.000 17.10 0.0 49.0 Vel = 0.13 1.682 2E 71.65 48.8 48.8 502 C=120 iT 19.80 0.0 0.0 0.82 0.000 91.45 0.0 48.8 Vel = 0.12 500 0.82 48.8 K = 0.12 PATH 15 FROM HYDRAULIC REFERENCE GB TO G10 3.78 1.682 5E 112.45 49.2 49.2 G8 C=120 1T 34.65 -0.2 0.0 See PATH 12 3.78 0.001 147.09 0.1 49.2 Vel = 0.55 -0.51 1.682 1E 105.96 49.1 49.1 484 C=120 4.95 0.0 0.0 See PATH 16 3.27 0.000 110.91 0.1 49.1 Vel = 0.48 1.610 2T 1.10 49.1 49.1 485 C=120 16.00 0.2 0.0 3.27 0.001 17.10 0.0 49.1 Vel = 0.52 G10 3.27 49.4 K = 0.46 PATH 16 FROM HYDRAULIC REFERENCE 484 TO 09 0.51 1.682 lE 89.06 49.1 49.1 484 C=120 2T 24.75 0.2 0.0 See PATH 15 0.51 0.000 113.81 0.0 49.1 Vel = 0.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/13/07 8:18 Tyco Fire Products Page 14 HYD. REF POINT G9 Qa Qt 0.51 DIA. C Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn 49.3 K = 0.07 PATH 17 FROM HYDRAULIC REFERENCE H7 TO G13 12.47 1.682 1T 12.68 49.4 49.4 H7 C=120 9.90 0.0 0.0 See PATH 1 12.47 0.005 22.58 0.1 49.4 Vel = 1.82 488 1.610 C=120 12.47 0.007 17.15 0.00 17.15 49.5 0.0 0.1 49.5 0.0 49.5 Vel = 1.98 1.682 1E 50.16 49.6 49.6 487 C=120 4.95 0.0 0.0 12.47 0.005 55.11 0.3 49.6 Vel = 1.82 0.46 1.682 1E 77.98 49.9 49.9 486 C=120 1T 14.85 0.0 0.0 See PATH 18 12.94 0.006 92.83 0.5 49.9 Vel = 1.89 G13 12.94 50.5 K = 1.82 PATH 18 FROM HYDRAULIC REFERENCE 012 TO 486 0.46 1.682 2T 65.98 49.9 49.9 G12 C=120 19.80 0.0 0.0 See PATH 1 0.46 0.000 85.78 0.0 49.9 Vel = 0.07 486 0.46 49.9 K = 0.07 PATH 19 FROM HYDRAULIC REFERENCE 014 TO 016 13.62 1.682 1E G14 C=120 1T 13.62 0.006 69.98 14.85 84.83 51.7 0.0 0.5 51.7 0.0 See PATH 1 51.7 Vel = 1.99 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/13/07 8:18 Page 15 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE TYPES FTNG'S TOTAL Pt Pe Pf Pt Pv Pn ******* NOTES ******* PATH 19 FROM HYDRAULIC REFERENCE G14 TO G16 CONTINUED 0.88 1.682 1E 71.98 52.3 52.3 489 C=120 1T 14.85 0.0 0.0 See PATH 20 14.50 0.007 86.83 0.6 52.3 Ve1 = 2.11 G16 14.50 52.9 K = 1.99 PATH 20 FROM HYDRAULIC REVERENCE G15 TO 489 0.88 1.682 2T 57.98 52.3 52.3 G15 C=120 19.80 0.0 0.0 See PATH 1 0.88 0.000 77.78 0.0 52.3 Vel = 0.13 489 0.88 52.3 K = 0.12 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • 111 0 000 ID goo a N co U d. O41 O Pe - ..0 -1 Ng ii19§18 CO co a N O 00 CD e- d �I! — 0 in v 8 IC) N 0 N AMC 16 Theatres Job Name: Location: Drawing Date: Contractor: Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC DESIGN INFORMATION SHEET AMC 16 Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave South Suite 100 Seattle, WA 98108 Designer: Don Coats Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Non Combustable Reviewing Authorities:City of Tukwila Remote Area Number: 7 Telephone:206-291-1456 Occupancy:Theatre SYSTEM DESIGN Code:NFPA 13 Hazard:OH Group 1 System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1500 sq fti 0.150 I 326.7 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TYCO Model: EC -11 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 352.8 psi Required: 106.1 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 2005 140.0 psi 20.0 psi 8000 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: Baker & Andover Parkway West Source of Information: Henderson Engineering SYSTEM VOLUME 3803 Gallons Notes: AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 7 353 106.1 psi Water Sourcel40.0 psi static, 20.0 psi residual @ 8000 gpm 353 gpm 139.6 psi SAFETY PRESSURE 33.6 psi Available Pressure of 139.6 psi Exceeds Required Pressure of 106.1 psi This is a safety margin of 33.6 psi or 24 % of Supply Maximum Water Velocity is 19.9 fps AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 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 QA2/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 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 4 NODE ELEVATION SPRINKLER NUMBER K -FACTOR (FT) (GPM/(PSI)) 83 81.83 83S 76.29 84 81.83 84S 75.75 85 81.83 85S 74.25 86 81.83 86S 72.58 87 81.83 87S 74.25 88 81.83 88S 72.58 89 81.83 89S 72.58 451 81.83 452 82.33 453 82.33 454 82.33 455 81.83 456 81.83 457 81.83 458 81.83 459 81.83 460 81.83 461 81.83 462 81.83 463 81.83 464 82.33 465 82.33 A15 58.83 A16 48.74 A18 9.00 A19 5.00 A20 5.00 C3 81.83 C4 81.83 C5 81.83 C6 81.83 C7 81.83 C8 81.83 C9 81.83 D1 81.83 D2 81.83 D3 81.83 D4 81.83 D5 81.83 El 81.83 E2 81.83 E3 81.83 E4 81.83 Fl 81.83 11.20 11.20 11.20 11.20 11.20 11.20 11.20 PRESSURE (PSI) 22.0 19.2 22.0 19.1 22.4 19.2 24.4 20.3 24.1 20.5 25.7 21.2 27.2 22.4 59.4 60.4 60.5 60.5 60.8 42.3 39.5 39.1 39.2 42.0 46.9 42.3 44.5 60.3 60.3 74.3 79.9 100.5 102.4 103.4 59.4 59.4 59.4 59.4 60.1 60.8 61.8 60.8 60.8 60.8 60.8 60.8 58.3 60.1 60.5 61.0 58.3 ACTUAL FLOW (GPM) MINIMUM ACTUAL FLOW DENSITY (GPM) (GPM/SQ.FT) 49.1 49.0 49.0 50.4 50.7 51.6 53.0 48.6 49.0 49.0 49.0 49.0 49.0 49.0 0.15 0.15 0.15 0.15 0.16 0.16 0.16 AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) F2 Jl J2 K1 W 81.83 47.46 47.46 5.00 -1.00 58.4 81.3 81.3 102.3 106.1 Max velocity of 19.85 occurs in the pipe from 461 TO 89 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. AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 6 HYD. REF POINT Qa DIA. ►►C►► Qt Pf/ft FITTING TYPES PIPE Pt Pt FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 83 TO W (PRIMARY PATH) 49.13 1.049 1E 5.54 19.2 19.2 K = 11.20 83S C=120 2.00 -2.4 0.0 49.13 0.686 7.54 5.2 19.2 Vel = 18.42 1.049 1T 19.75 22.0 22.0 EqK = 10.47 83 C=120 5.00 0.0 0.0 49.13 0.686 24.75 17.1 22.0 Vel = 18.42 20.66 1.682 1E 459 C=120 69.79 0.132 16.73 39.2 39.2 4.95 0.0 0.0 See PATH 8 21.68 2.9 39.2 Vel = 10.18 -15.87 1.682 1E 460 C=120 53.92 0.082 54.73 42.0 42.0 4.95 0.0 0.0 See PATH 9 59.68 4.9 42.0 Vel = 7.86 52.96 1.682 1T 461 C=120 106.88 0.290 29.75 46.9 46.9 9.90 0.0 0.0 See PATH 7 39.65 11.5 46.9 Vel = 15.58 75.09 3.260 1T 13.70 58.4 58.4 F2 C=120 20.16 0.0 0.0 See PATH 4 181.97 0.031 33.86 1.0 58.4 Vel = 7.06 3.260 20.60 59.4 59.4 C6 C=120 0.00 0.0 0.0 181.97 0.031 20.60 0.6 59.4 Vel = 7.06 -12.17 3.260 1T 5.17 60.1 60.1 C7 C=120 20.16 0.0 0.0 See PATH 11 169.80 0.027 25.33 0.7 60.1 Vel = 6.59 12.17 3.260 1T 12.53 60.8 60.8 C8 C=120 20.16 0.0 0.0 See PATH 11 181.97 0.031 32.69 1.0 60.8 Vel = 7.06 170.86 4.260 2E 34.78 61.8 61.8 C9 C=120 1T 52.67 10.0 0.0 See PATH 2 352.83 0.029 87.45 2.5 61.8 Vel = 8.02 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 7 HYD. REF POINT Qa DIA. CI, Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 83 TO W (PRIMARY PATH) 4.260 1E 16.85 74.3 74.3 A15 C=120 1V 28.97 4.4 0.0 352.83 0.029 45.81 1.3 74.3 Vel = 8.02 4.260 iT 1.28 79.9 79.9 A16 C=120 26.33 0.6 0.0 352.83 0.029 27.62 0.8 79.9 Vel = 8.02 J1 6.357 2.00 81.3 81.3 C=120 0.00 0.0 0.0 352.83 0.004 2.00 0.0 81.3 Vel = 3.60 6.357 14E 364.38 81.3 81.3 J2 C=120 1V 250.21 16.7 0.0 352.83 0.004 614.59 2.5 81.3 Vel = 3.60 6.357 lE 4.00 100.5 100.5 A18 C=120 17.60 1.7 0.0 352.83 0.004 21.60 0.1 100.5 Vel = 3.60 K1 8.249 1E 12.58 102.3 102.3 C=120 20.02 0.0 0.0 352.83 0.001 32.60 0.0 102.3 Vel = 2.14 10.370 1V A19 C=120 352.83 0.000 2.29 102.4 102.4 2788.54 0.0 0.0 2790.84 1.0 102.4 Vel = 1.35 10.518 4E 124.96 103.4 103.4 A20 C=140 139.88 2.6 0.0 352.83 0.000 264.83 0.1 103.4 Vel = 1.32 W 352.83 106.1 K = 34.26 PATH 2 FROM HYDRAULIC REFERENCE 84 TO C9 49.00 1.049 1E 6.08 19.1 19.1 K = 11.20 84S C=120 2.00 -2.6 0.0 49.00 0.683 8.08 5.5 19.1 Vel = 18.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 8 HYD. REF POINT Qa DIA. ►► C ►► Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pt Pe Pv ******* NOTES ******* Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 84 TO C9 CONTINUED 1.049 1T 19.75 22.0 22.0 EqK = 10.44 84 C=120 5.00 0.0 0.0 49.00 0.683 24.75 17.0 22.0 Vel = 18.37 -20.66 1.682 16.00 39.1 39.1 458 C=120 0.00 0.0 0.0 See PATH 8 28.34 0.025 16.00 0.4 39.1 Vel = 4.13 49.02 1.682 18.00 39.5 39.5 457 C=120 0.00 0.0 0.0 See PATH 3 77.36 0.159 18.00 2.9 39.5 Vel = 11.28 50.43 1.682 1T 29.75 42.3 42.3 456 C=120 9.90 0.0 0.0 See PATH 5 127.79 0.404 39.65 16.0 42.3 Vel = 18.63 El 43.07 3.260 2E 44.90 58.3 58.3 C=120 18.82 0.0 0.0 See PATH 10 170.86 0.028 63.71 1.8 58.3 Vel = 6.63 -9.82 3.260 18.00 60.1 60.1 E2 C=120 0.00 0.0 0.0 See PATH 12 161.04 0.025 18.00 0.4 60.1 Vel = 6.25 3.260 18.00 60.5 60.5 E3 C=120 0.00 0.0 0.0 161.04 0.025 18.00 0.4 60.5 Vel = 6.25 9.82 3.260 1T 8.63 61.0 61.0 E4 C=120 20.16 0.0 0.0 See PATH 12 170.86 0.028 28.79 0.8 61.0 Vel = 6.63 C9 170.86 61.8 K = 21.74 PATH 3 FROM HYDRAULIC REFERENCE 85 TO 457 49.02 1.049 lE 85S C=120 49.02 0.683 7.58 19.2 19.2 K = 11.20 2.00 -3.3 0.0 9.58 6.5 19.2 Vel = 18.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 9 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt TYPES FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn PATH 3 FROM HYDRAULIC REFERENCE 85 TO 457 CONTINUED 1.049 1T 19.75 22.4 22.4 EqK = 10.35 85 C=120 5.00 0.0 0.0 49.02 0.683 24.75 17.1 22.4 Vel = 18.37 457 49.02 39.5 K = 7.80 PATH 4 FROM HYDRAULIC REFERENCE 87 TO F2 50.68 1.049 1E 7.58 20.5 20.5 K = 11.20 87S C=120 2.00 -3.3 0.0 50.68 0.727 9.58 7.0 20.5 Vel = 19.00 1.049 1T 19.75 24.1 24.1 EqK = 10.31 87 C=120 5.00 0.0 0.0 50.68 0.727 24.75 18.1 24.1 Vel = 19.00 15.87 1.682 18.00 42.3 42.3 462 C=120 0.00 0.0 0.0 See PATH 9 66.55 0.121 18.00 2.2 42.3 Vel = 9.70 51.62 1.682 1T 29.75 44.5 44.5 463 C=120 9.90 0.0 0.0 See PATH 6 118.17 0.349 39.65 13.8 44.5 Vel = 17.23 Fl -43.07 3.260 C=120 75.09 0.006 14.00 58.3 58.3 0.00 0.0 0.0 See PATH 10 14.00 0.1 58.3 Vel = 2.91 F2 75.09 58.4 K = 9.83 PATH 5 FROM HYDRAULIC REFERENCE 86 TO 456 50.43 1.049 1E 86S C=120 50.43 0.720 9.25 20.3 20.3 K = 11.20 2.00 -4.0 0.0 11.25 8.1 20.3 Vel = 18.90 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products Page 10 12/18/07 11:28 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES PIPE FTNG'S TOTAL Pt Pe Pf Pt Pv ******* NOTES ******* Pn PATH 5 FROM HYDRAULIC REFERENCE 86 TO 456 CONTINUED 1.049 1T 19.75 24.4 24.4 EqK = 10.22 86 C=120 5.00 0.0 0.0 50.43 0.720 24.75 18.0 24.4 Vel = 18.90 456 50.43 42.3 K = 7.75 PATH 6 FROM HYDRAULIC REFERENCE 88 TO 463 51.62 1.049 1E 9.25 21.2 21.2 K = 11.20 88S C=120 2.00 -4.0 0.0 51.62 0.752 11.25 8.5 21.2 Vel = 19.35 1.049 1T 19.75 25.7 25.7 EqK = 10.18 88 C=120 5.00 0.0 0.0 51.62 0.752 24.75 18.8 25.7 Vel = 19.35 463 51.62 44.5 K = 7.74 PATH 7 FROM HYDRAULIC REFERENCE 89 TO 461 52.96 1.049 1E 9.25 22.4 22.4 K = 11.20 89S C=120 2.00 -4.0 0.0 52.96 0.788 11.25 8.9 22.4 Vel = 19.85 1.049 1T 19.75 27.2 27.2 EqK = 10.15 89 C=120 5.00 0.0 0.0 52.96 0.788 24.75 19.7 27.2 Vel = 19.85 461 52.96 46.9 K = 7.73 PATH 8 FROM HYDRAULIC REFERENCE 458 TO 459 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 Tyco Fire Products Page 11 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING PIPE Pt Pt TYPES FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 458 TO 459 CONTINUED 20.66 1.682 6.00 39.1 39.1 458 C=120 0.00 0.0 0.0 See PATH 2 20.66 0.014 6.00 0.1 39.1 Vel = 3.01 459 20.66 39.2 K = 3.30 PATH 9 FROM HYDRAULIC REFERENCE 460 TO 462 15.87 1.682 1T 22.73 42.0 42.0 460 C=120 9.90 0.0 0.0 See PATH 1 15.87 0.009 32.63 0.3 42.0 Vel = 2.31 462 15.87 42.3 K = 2.44 PATH 10 FROM HYDRAULIC REFERENCE Fl TO El Fl 43.07 3.260 16.00 58.3 58.3 C=120 0.00 0.0 0.0 See PATH 4 43.07 0.002 16.00 0.0 58.3 Vel = 1.67 El 43.07 58.3 K = 5.64 PATH 11 FROM HYDRAULIC REFERENCE C7 TO C8 12.17 1.682 2E 82.87 60.1 60.1 C7 C=120 1T 19.80 -0.2 0.0 See PATH 1 12.17 0.005 102.67 0.5 60.1 Vel = 1.77 -5.97 1.682 1T 452 C=120 6.21 0.001 67.77 60.4 60.4 9.90 0.0 0.0 See PATH 13 77.67 0.1 60.4 Vel = 0.91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 12/18/07 11:28 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 11 FROM HYDRAULIC REFERENCE C7 TO C8 CONTINUED 1.610 2T 1.10 60.5 60.5 454 C=120 16.00 0.2 0.0 6.21 0.002 17.10 0.0 60.5 Vel = 0.99 5.97 3.260 1T 8.83 60.8 60.8 D5 C=120 20.16 0.0 0.0 See PATH 13 12.17 0.000 28.99 0.0 60.8 Vel = 0.47 C8 12.17 60.8 K = 1.56 PATH 12 FROM HYDRAULIC REFERENCE E2 TO E4 9.82 1.682 2E 107.06 60.1 60.1 E2 C=120 1T 19.80 -0.2 0.0 See PATH 2 9.82 0.004 126.86 0.4 60.1 Vel = 1.43 1.682 2E 107.06 60.3 60.3 464 0=120 1T 19.80 0.2 0.0 9.82 0.003 126.86 0.4 60.3 Vel = 1.43 E4 9.82 61.0 K = 1.26 PATH 13 FROM HYDRAULIC REFERENCE 452 TO D5 5.97 1.682 lE 452 C=120 5.97 0.001 79.77 4.95 84.72 60.4 0.0 0.1 60.4 0.0 60.4 See PATH 11 Vel = 0.87 1.610 2T 1.10 60.5 60.5 453 0=120 16.00 0.2 0.0 5.97 0.002 17.10 0.0 60.5 Vel = 0.95 3.260 12.00 60.8 60.8 D4 C=120 0.00 0.0 0.0 5.97 0.000 12.00 0.0 60.8 Vel = 0.23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) AMC 16 Theatres Drawing Date:12/13/07 Tyco Fire Products 12/18/07 11:28 Page 13 HYD. REF POINT D5 Qa DIA. C Qt Pf/ft 5.97 FITTING TYPES PIPE Pt FTNG'S Pe TOTAL Pf Pt Pv ******* NOTES ******* Pn 60.8 K = 0.77 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) E E rn CL arn u) a 0) 0) as nCp�MM) COCO� O• OMMOOi CO kJ N d 00 G▪ ) oe t� a) • a) < _c - tco▪ ni 3` a-0-- CO •- O U •<coi- N 0 O O CO n- tit O CO O O N O O 0 O O O Co M 0 O M 0 O N 0 LC) 0 1 it j. Z 3 0 250 gpm hose • Q 0 Ci) • 1 N 0 O O CO n- tit O CO O O N O O 0 O O O Co M 0 O M 0 O N 0 LC) 0 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET AMC Theatres 633 Southcenter Parkway Tukwila, WA 98188 12/13/07 SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Don Coats Calculated By: SimplexGrinnell Construction: Non Combustable Reviewing Authorities: City of Tukwila Remote Area Number: St Occupancy: Theatre SYSTEM DESIGN Code:NFPA-13 Hazard: OH Group 1 System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside N/Asq ft N/A N/Asq ft 500gpm N/Agpm Sprinkler or Nozzle Make: N/A Model: N/A K -Factor: N/A Temperature Rating: N/A CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 500 psi Required: 139.3@ CITY CONNECTION WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 2005 140psi 20psi 8000 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Baker & Andover Parkway W Source of Information: Available Pressure of 139.3psi Exceeds Required Pressure This is a safety margin of Opsi. Maximum Water Velocity is Notes: fps of 139.3psi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/20/2007 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC RESID. FLOW PRESS. PRESS. @ (PSI) (PSI) (GPM) 140.0 20.0 8000.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) HV1 60.0 HV2 60.0 A17 58.8 A17A 22.3 A18 5.0 A19 5.0 BF1 5.0 BF2 5.0 CITY -1.0 HOSE STREAM HOSE STREAM SOURCE AVAIL. PRESS. (PSI) 139.3 TOTAL @ DEMAND (GPM) 500.0 500.0 GPM 0.0 GPM 500.0 GPM 0.0 GPM PRESSURE DISCHARGE (PSI) (GPM) 100.2 250.0 105.0 250.0 105.7 125.5 133.5 133.6 133.6 136.6 139.3 500.0 REQ'D PRESS. (PSI) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 , DATE: 12/20/2007 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -250.0 4.260 PL 260.00 PF 4.8 HV1 60.0 H.S. 100.2 250.0 5.6 120 FTG 7L PE 0.0 HV2 60.0 H.S. 105.0 250.0 0.015 TL 315.30 PV Pipe: 2 -500.0 6.357 PL 8.00 PF 0.1 HV2 60.0 H.S. 105.0 250.0 5.1 120 FTG L PE 0.5 A17 58.8 0.0 105.7 0.0 0.008 TL 19.32 PV Pipe: 3 -500.0 6.357 PL 362.00 PF 4.0 A17 58.8 0.0 105.7 0.0 5.1 120 FTG T9LB PE 15.8 A17A 22.3 0.0 125.5 0.0 0.008 TL 514.14 PV Pipe: 4 -500.0 6.357 PL 18.00 PF 0.5 A17A 22.3 0.0 125.5 0.0 5.1 120 FTG TB PE 7.5 A18 5.0 0.0 133.5 0.0 0.008 TL 68.29 PV Pipe: 5 -500.0 8.249 PL 12.58 PF 0.1 A18 5.0 0.0 133.5 0.0 3.0 120 FTG L PE 0.0 A19 5.0 0.0 133.6 0.0 0.002 TL 27.85 PV Pipe: 6 -500.0 10.370 PL 2.00 PF 0.0 A19 5.0 0.0 133.6 0.0 1.9 120 FTG ---- PE 0.0 BF1 5.0 0.0 133.6 0.0 0.001 TL 2.00 PV Pipe: 10 FIXED PRESSURE LOSS DEVICE BF2 5.0 0.0 136.6 0.0 3.0 psi, 500.2 gpm BF1 5.0 0.0 133.6 0.0 Pipe: 11 -500.0 10.518 PL 124.96 PF 0.1 BF2 5.0 0.0 136.6 0.0 1.8 140 FTG 4L PE 2.6 CITY -1.0 SRCE 139.3 (N/A) 0.001 TL 232.76 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 4906013211 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.046 gpm and a maximum imbalance at any node of 0.181 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.6 ft/sec at pipe 1. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 . DATE: 12/20/2007 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.249 21.14 41.11 15.27 52.85 14.09 4.70 36.41 36.41 41.11 10.370 26.00 59.10 18.91 65.01 22.46 5.91 43.73 43.73 59.10 10.518 27.86 63.32 20.26 69.65 24.06 6.33 46.86 46.86 63.32 NOTES (USER): DATE: 12/20/2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe WATER SUPPLY ANALYSIS a O . C] o z o o 0 m a 3 O W m a O • O 0 N 140.00 psi Resid: 0 O. a> to to sa u o W O 0 0 0 S•+ • a) o 0 4 o >, ti m o 0 C U)▪ min aro a•H R .� m o mco co a) + Q. -0 O. a) A a) N a) ro rn O rn a m N 0 >, ri • D • CO CO ro rn trrn D r) Ncn • Y/I Y// N 0 0 0 0 l0 C 0 O N O co �r.0Z) a- xEll Er) C4 Ell --am•�. O 0 CO O O O O N 0 O 0 co 0 O N N O 0 CO co 0 CD O 0 CO O 0 0 0 N f!) O O N O FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 , DATE: 12/20/2007 C:\HASS78\DATA\AMCO2D.SDF JOB TITLE: AMC Theates Standpipe WATER SUPPLY CURVE 144+ *\ X \\ I \ 132+ \\ I \\ I I 120+ I I I 108+ I I I P 96+ R I E I S I S 84+ U I R I E I 72+ ( I P S I 60+ ) I I I 48+ I I I 36+ I I I 24+ I I 12+ I I \ \\ \ \\ \\ \ \\ \\ \ \\ \ \\ \\ \ LEGEND X = Required Water Supply 139.29 psi @ 500.0 gpm \\ /11 PI \\ \ \\ \ \\ \\ \ \\ \\ \ \\ \ \\ \\ \ \\ \\ \ \\ \ 20.0 psi @ 8000 gpm-> * Flow Test Point 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 14402 RESTAURANT `IRE SUPPRESSION SYSTEM SimpiexGrinneii BE SAFE. I A business ung of Tyco Fie & Security Michael Rock Suppression Manager Direct: 206-291-1466 Cell: 206-730-7240 mrock@tycoint.com SimplexGrinnell LP 9520 Tenth Ave South, Suite 100 Seattle, WA 98108 Tele: 206-291-1400 Fax: 206-291-1500 24 Hour Emergency Service www. sirnplexgrinnell. com a ANSUL. JUL 14 2008 Tukwila Fire d/-24'(54 1 C Part No. 62760 Revised August 2006 POP CLEAN POPPER Instruction Manual Models #2975CED FLalftenn 5PINPVLINT SUPPA Cincinnati, OH 45241-4807 USA POP CLEAN MEDALLION Fire Suppression Piping Diagram o? 29 All Models CD •. o • a0o 0 CD � CD CD • 0 elI CA 0 • o' ▪ c VJ 0 ti A) • (D CD CD - CD O 5. y Baa o a �+ It. " o c 0 CD CDS • U• • Remote pull station @ a height of 48" in path of egress I 1 0 0 0 4. 0 °0. CD CD CA o CD ▪ CN 2 CD 0 0 0 0 0 POP CLEAN MEDALLION FIRE SUPPRESSION LIST Part No Description QTY 32013 CLOSE NIPPLE X 1" 6 48912 CONTACTOR IEC 50 AMP 1 48963 LINKAGE BRACKET 1 48987 TRIGGER MECH BRACKET 1 62000 QUICK SEAL ADAPTER 3 62001 1N NOZZLE (OVER B.I.B. OIL) 1 62002 SWIVEL NOZZLE ADAPTER 2 62004 METAL BLOW OFF CAP 5 62005 PULLEY ELBOW 14 62006 WIRE ROPE 16 FT. 62007 ELECTRIC SWITCH 1 62008 RELEASE MECHANISM 1 62009 REMOTE PULL STATION 1 62015 3/8 IN X 1 CHROME NIPPLE 3 62021 ALARM SWITCH 1 62028 PULL BOX 1 62033 LEFT DOOR ASSY 1 62064 FUSIBLE LINK 3 62258 SERIES DETECTOR 2 62259 TERMINAL DETECTOR 1 62513 3 GAL. TANK 1 62786 2W NOZZLE 4 62806 COVER PLATE 1 62934 FIRE DAMPER 1 26 All Models MODEL NUMBERS POP CLEAN MEDALLION Model Numbers I 120/208,120/240V 60Hz. i O N Deep Well single 52oz kettle I � 48 INCH CABINET 60 inch cabinet 72 inch cabinet 79 inch cabinet Pass Thru-Cont/Dump Hndl. Neon Salt/Sweet Switch Ansul Fire Suppression • a a N 11. Wiring Diagram Drawings 2975CED X X X X 2975CEDN X X X X X D -14037S26 2975CEDNF X X X X X X D -14037S25 2975CEDF X X X • X X D-14037525 2975CXED X X X X 2975CEDNZ X X X X X X D -14037S26 2975CEDSZ X X X X X X D -14037S26 2975CEDZ X X X X X D -14037S26 2975CEDNP X X X X X X D-14037526 2975CEDNPF X X X X X X X D -14037S25 2975CEDNPFZ X X X X X X X X D -14037S25 2975CEDP X X X X X D -14037S26 2975CEDPF X X X X X X D-14037525 2975CEDS X X X X X 2975CXEDN X X X X X 2948CED X X X X Domestic - 120/208V or 120/240V, 60 HZ, 8626 Watts Export - 240V, 50HZ Agency Approvals: NSF, ETL, cETL Note: Fire suppression components are in accordance with ANSUL R-102 specifications and tested and approved by ETL to U.L. Standard 7106. 3 All Models POP CLEAN MEDALLION OPERATING INSTRUCTIONS CONTROLS AND THEIR FUNCTIONS ON OFF POP CLEAN FILTER SYSTEM LOAD SELECTOR 0 32oz 52az PUSH ON 0 0 BAFFLE FILTER 0 BAG FILTER HEPA 'FILLER LIGHTS ON OFF CHANCE FILTERS 0 FIRE SUPPRESSION SYSTEM ARMED, ON OFF JI S4ii OIL SYSTEM MASTER WARMER ON ON OFF 0 CHECK FILTERS ON OFF BLUE -32 oz. CUP OFF (Lll GREEN -52 oz. CUP LJ LOAD/DUMP OIL PUMP KETTLE MOTOR LOAD INDICATOR KETTLE MEAT INDICATOR SALT / SWEET 0 POP CLEAN FILTER SYSTEM — Operates the exhaust blower and initializes a check of the filter interlocks and pressure switches. Note: Kettle Heat switch is inactive unless this switch is on and all filters are in place. BAFFLE FILTER LIGHT — Light is on if baffle filter is in place. Note: Kettle Heat switch is inactive unless this light is on. BAG FILTER LIGHT — Light is on if bag filter is in place. Note: Kettle Heat switch is inactive unless this light is on. HEPA FILTER LIGHT — Light is on if HEPA filter is in place. Note: Kettle Heat switch is inactive unless this light is on. CHANGE FILTERS LIGHT — Light is on when bag and HEPA filter efficiency is reduced to less than 75%. Note: Kettle Heat switch is inactive if this light is on. FIRE SUPPRESSION SYSTEM ARMED (IF EQUIPPED) — Light is on if fire suppression system is charged and activated. Note: Machine will not operate until the ANSUL system has been charged and activated by an ANSUL representative. CHECK FILTERS LIGHT — Light is on when bag and HEPA filter efficiency is reduced to less than 80%. The Bag and HEPA Filters should be checked and one or both should be changed as needed. 5 All Models THIS MACHINE WILL NOT FUNCTION UNTIL IT HAS BEEN ARMED BY A QUALIFIED ANSUL TECHNICIAN YOU MUST CONTACT YOUR LOCAL ANSUL DISTRIBUTOR FOR THE INITIAL CHARGING AND SERVICE OF THE FIRE SUPPRESSION SYSTEM. INITIAL CHARGING INCLUDES: FILLING THE CYLINDER WITH EXTINGUISHING AGENT INSTALLING A CO2 CARTRIDGE CHECK THE OVERALL CONDITION OF THE CABLES AND FUSIBLE LINKS COCKING THE RELEASE MECHANISM FOR NAMES OF LOCAL DISTRIBUTORS, CONTACT GOLD MEDAL PRODUCTS TECHNICAL SERVICE DEPARTMENT AT (513) 769-7676 ACCEPTED Without Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current Cit., standards. Acceptance is subiect to errors and omissions which do not authorize violations of adopted stanaaras and o5Tnances. The responsibility for the , adequacy of desi9n rests totally with the designer. 1 B Additions, deletions or revisions to these drawings after this date will void tris aC3eptariCe :ind wil; requ;re a i resubmittal of revised drawings for subvyquent approval. Final acceptance is 3ubject to fieandld testand inspection by The Tukwila Fire Prevention Bureau. [Date: 7- /-(-os By: 0 i fUKWILA FIRE DEPARTMEN11, Please call: 575-4407 and give this job No. 3? and exact address for shut., •)own or restoration aDDroval• 1'415 jyYjCiu pfe h‘i#1,14,40eee )104.01441°L+.; /-M 3(0,00 sc mc, ( FILE COPY I 1 bil' 2 5. 09 Pe 1002 Hot ol,Dx•PlolS A 146Nfdo0 •ysuuu S1 P IV. 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'2;n,�,��>FT 't�,y i1. ,.t ��0 N k f�utr �. ,,:,;auw.�,y �'�..;;�� �,y,;sa,.�xa �a s� �sr,��§r,,:, +w;»&? � y..;:.; a 7) u�.a�: ��s;;�'Mux"'x,"'a�:�., #r t s tk ;� "' Is, l.,a FIEL EN �ti a �g Ino ,�s ..,., � � =urs �' `����t. xsn� " +,r^�n�saetr��^ ��,�`#��.�, ��� �a4t�wka�uER MALLIRE ALARM SYSTEMTUKWILA, WASHINGTON SHEET INDEX SHEET NUMBER SHEET TITLE SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 LEVEL 3 EAST - FIRE ALARM PLAN FA -04 LEVEL 4 EAST - FIRE ALARM PLAN SHEET SCALE NOT TO SCALE NOT TO SCALE 1/8" = 1'-0" 1/8" = 1'-0" 0 Without CorrneOs Ta -As Noted i, Re;;;.! 0 Per The Attached fairer These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance wit current City standar s. Accer:aince i4 ,auhjec+ :i ?:.5"rocs and onll33lons which do not authorIz want it:ims of adopted standards ar 'i.'c {n:1oce:. The f °soLmsft.11lty for the adequacy of ; ,, ;'fwcl !' ..`;r':; totally with Ii.- ,designer. Additions, deIeiUoI I i or revisions to i he ae drawings after this date will voidt V..• :;txeptarncc ind bawiii require a re:ubrnitral of ,' n' ai :i'.,.wincs for subsequent approval. Final accepti32va is sui.yj':ci o field test and Inspection by The Tukwila Fire PI evennon Bureau. Date: , -1 By: J 'trW IInFIRE DEPARTMENT 2C'.5-5/5-1407 an m exact ; • . d:.,oss for shut - ‘own or e c:storat'I in approvai. WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION 0 E # OF DESCRIPTION SHOP DRAWINGS SYMBOL DESCRIPTI❑N CONDUCTORS SIZE TYPE COLOR CODE C.W. CABLE PART # A DATA LINE -ADDRESSABLE LOOP 2 -TWISTED W/SHIELD #16 FPL/FPLR +IED -BLK 0 H DOOR HOLDER POWER - 24VDC 2 -NO TWIST NO SHIELD #14 FPLR +RED -BLK z�a\a\ P DEVICE POWER - 24VDC 2 -NO TWIST NO SHIELD #16 FPLR +RED -BLK B STROBE CIRCUIT 2 -TWISTED W/SHIELD #14 FPLR +RED -BLK S STROBE CIRCUIT 2 -TWISTED W/SHIELD #12 FPLR +RED -BLK N ANNUNCIATOR 2 -TWISTED W/SHIELD #16 FPLR +RED -BLK D SPEAKER CIRCUIT 2 -TWISTED NO SHIELD #14 FPLR +RED -BLK I REMOTE INDICATION LIGHT TWISTED PAIR #18 FPLR +RED -BLK X LOW LEVEL AUDIO 2 -TWISTED W/SHIELD #16 FPLR +RED -BLK DNET TWISTED PAIR #14 FPLR HNET TWISTED PAIR #14 FPLR VNET TWISTED PAIR #14 FPLR FNET TWISTED PAIR W/ SHIELD #14 FPLR CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END GENERAL NOTES FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. 23. NEPA 72 2002 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTDRS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. NFPA 72 2002 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PRCVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED DEVICES FOR THIS T.I. SYMBOLS LEGEND QUANTITY SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT DUCT SMOKE FDBZ492-HR SIEMENS DUCT HOUSING 1 rimDETECTOR W/ HFP-11 DET. VERIFYIELD IN F 1 T -R INTERFACE MODULE HTRI-R SIEMENS 4S DEEP VERIFY WITH RELAY IN FIELD 5 (E) TSM DUCT DETECTOR TEST SWITCH MODULE TSM -1 SIEMENS 1G BOX VERIFY IN FIELD FIRE ALARM g SPEAKER STROBE (EXISTING -RELOCATED) SET -MC -W SIEMENS 4S DEEP BOX VERIFY IN FIELD W/ 1-1/2" EXT. SEE FLAGNOTES EXISTING EQUIPMENT/DEVICES SYMBOLS LEGEND QUANTITY 7 2 5 26 169 21 8 1 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP ANN FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F, TO TOP PS REMOTE BOOSTER POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP T -D INTERFACE MODULE DUAL INPUT HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD u SMOKE DETECTOR HFP-11 W/. SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING S SD DUCT SMOKE DETECTOR AD -HR W/ SIEMENS HFP-11 DET DUCT HOUSING VERIFY IN FIELD FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM ST -MC -W SIEMENS 4S BOX 80" A.F.F. TO BOTTOM U.O.N. F FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. WP FIRE ALARM HORN STROBE (WEATHERPROOF) SET -30 -CR SIEMENS -WP FWB-1 VERIFY 1-1/2" PIPE IN FIELD IFSI WATERFLOW SWITCH F.B.O. F.B.O. F.B.O. VERIFY IN FIELD GS TAMPER SWITCH F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FATC FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTION BOX F.B.O. F.B.❑, N/A VERIFY IN FIELD EX EXISTING N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A PAID F -12O1P TUKWILA FIRE ec 136U Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVIS REV. BY: 0 E DESCRIPTION SHOP DRAWINGS DATE 03 m N 0 z�a\a\ r i- 0 SCOMMENIII O_ o OopO Ia) �wocz 1-- 0 g2 0- co co ff Li 0 pc 1.1.1 ,TO- C (I) F- col ILI 0 (f) >Pi SCALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 01/29/18 BACKROUND PLAN PROVIDED BY: \OB NUMBER: 29135- 1.) SHEET FA-Ol HARD LID CEILING CEILI \ G VO \ T SPEA SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE CER/ST JUNCTIDN BOX MOUNTED ON CEILING FLEX 0.3E VOU\TI \G JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT ��///4O 0 / / / / / / / / ii O O TO NEXT DEVICE CADDY BAR FROM PACP? SMOKE DETECTOR S V0 2= <E 3ETECTOR \– SUSPENDED ILLUMINATED CEILING V OU\TI\G NOTE: WATER FLOW SWITCH (W/F) MUST BE ON CIRCUIT ONE OF HTRI-D. TO NEXT ADDRESSABLE DEVICE -l- FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE l FROM PREVIOUS DEVICE OR XLS LOOP DB -11 DETECTOR BASE USED WITH HFP-11 SMOKE DETECTOR, OR HFPT-11 THERMAL DETECTOR TO NEXT DEVICE OR STOP IF LAST DEVICE TYPICAL S V O<E A\3 HEAT DETECTOR WIRI\C HAD LID CEILI\C CEILING TILE VOL\ TED SPEA END OF LINE DEVICE SUPERVISED SWITCH GROUND 0 0 -0 0 0 HTRI-D 0 LED CO 0 0 NOT USED 0 TYPICAL WIRI\C FO SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE <E/STO3E TO NEXT ADDRESSABLE DEVICE -` FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE END OF LINE DEVICE SUPERVISED SWITCH HTI-3 V 0 WALL IV ALARM STROBE R E 80" A.F.F. MANUAL PULL C STATION 0 ©48" TO PULL 0 0 0 4S DEEP BOX W/ OPTIONAL 1G RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS PULL STATION — STROBE OU\TED COMBINATION SPEAKERSTROBE R E 80" A.F.F. MANUAL PULLET-16- STATION ULLE`STATION 0 848" TIO PULL 4S DEEP BOX W/ 1-1/2" EXT RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS PULL STATION — SPEAKER/STROBE FIRE ALAV DEVICE IVOU\TI\G ELEVATIO\S vIOU\TING (3oP CEILI\G) END OF LINE DEVICE SUPERVISED SWITCH 3ULE DOWEL SU DPLY 1 0 GND N AC a L 1 J T T T O DAD -3 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1— 1 2+ 2— 2 NC C NO + — + — + — + — + — B e m e e 24K POWER SUPPLY 2 0 0 GROUND —0 N I) 0 0 HTRI-R STATUS LED 0 00 0 0 Co 0 TYPICAL WIRI\ G FO 1 TO PRIMARY RECALL OR ALTERNATE RECALL HTRI- R V O3ULE 0 GND N AC a e e T T T T O AD -3 O 01. J 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1— 1 2+ 2— 2 NC C NO + — + — + — + — + — Q 0 B Q 24K ren ? S2 S1 S4 2 S3 t POWER SUPPLY 8 O GND N AC REP 1_7_ 1� T T -1- PAD-3 PAD -3 O 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1— 1 2+ 2— 2 NC C NO + — + — + — + — + — e m B B 0 0 ta e O 24K TYPICAL WIRING TO TRIP THE 8 0 S16 S15 AD -3 DOWER SUPPLIES TYPICAL V OUTLET SAMPLING TUBE INLET SAMPLING TUBE AT LEAST SIX DUCT WIDTHS FROM BEND OU\TI\G F(i) A3 -HR 3JCT 3 =T -CTOR FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE COMBINE ALL SHIELDS A ISOLATE FROM GROUNDING MC/ON24 D ,CTACTS A + TO NEXT DEVICE OR } STOP IF LAST DEVICE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OT USED TYDICAL AD -HR WIRI\C FROM PREVIOUS ADDRESSABLE 2 DEVICE TBI NO COM NC EOLR 470 SWITCH +B INPUT LED TSM -1 00 00 2 2 TO FAN 2 SHUTDOWN O TO NEXT . ADDRESSABLE DEVICE Mil 0 0 0 NOS COM HTRI-R NC e 0 TYPICAL DUCT DETECTOR/HTRI-R MODULE/TSM-1 SWITCH WIRING DETAIL Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 044 cc eztz 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: 0 M 0 DESCRIPTION SHOP DRAWINGS DATE 03 M N 0 00 z O O OCU Op 0 F- 00 LU OCF- 11.1 I F- CID0 �CALE: NOT TO SCALE w cc LLH cc CD wz °C w ..5„.t er cc (i9Cr) j co co 1- DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 01 /29/1 8 BACKROUND PLAN PROVIDED BY: \OB NUMBER: 29135-1} SHEET .Th FA -02 AUDI -r RIUr 10-1- S • AUDITORIUM 13 [77-;71 144 SLATS r \ • AUDITORIUM #14 aim 170 ::,EATS AUDITORIUM ##15 1/I/1 SE A TS AUDITORIUM /1E 104 SEATS .13 _!! g. !_f ci P 411LILi ate= 1.,,;5!.. I S --- -- — -- - -1- \,,\ a-2 ,2D I y /' 17r. Illi EN -1, s D • /- 1'35.� 1S8- 11 c=)--S,D''-',--, I ~i I _ I 11 S8 —Th CORRIDOR 4 TO FATC // S I OR I . 75...I ,551 I TO IFATC 1373 I / C- c> U: i% L S7-1:0 7 I 374 I 0--1 ' c`c I -_-i c .-1 , '' `- >. ;"";'.\ •` ' � ',. 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MATCHLI\E FA -03 ® ® =11 11111 INI 11111111111= ▪ IN MN= = El =II 11111 =1 101 El =1 ME 111 1111 =II= e 1111 NEEME11=1111 11111 11111=1115114 IVATCHLUNE FA -03A 0 v W FAX (206) 628-4990 a 1743 IST AVE RELEASE/REVISIONS REV. BY: 0 2 0 DESCRIPTION SHOP DRAWINGS DATE co a o) N O Zaa\a\ NaSUNIMMI w z 0 p CC 0 ' co —1 Q 0° co <co Li2 rn °C h < 0w �°-~ CO wzCC O CC W uj cc vJ„,., W 0 r (1) w co w w SCALE: 1/8'' =1'0” DRAWN BY: D. GARCIA DESIGNED BY: T. QUAALE DATE: 01/29/18 BACKROUND PLAN PROVIDED BY: \0B NUMBER: 29135-1} SHEET FA -03 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved S1 (S15B-4 4-1-' . - S1 S15B-5 S16A- AUDI OR UM #-I i371 1 104 SEATS r iii Ij 75 -L ;l_J� _. l_. S S1-4- S1 14 3- A PRO J L.._.RS -_CTION C _IT CI— 5 OL 1 16A FLAG NOTES: MOVE EXISTING SPREKAER/STROBE UP TO 80 INCHES TO CENTER. MOVE EXISTING SPEAKER/STROBE OVER 3 FEET TO THE DIRECTION OF THE SCREEN AND UP TO 80 INCHES TO CENTER. .30 514-5 JEC..),ION ,Or)TH OL 13 S13-14 Cl 168 11111.1 L1" S14A-5 030 . .... O 2 0 _ _ _ _ DATE 03 o, N __ ,....w..511 i O :II o�`�<« ,I )ao \.__------ -, -- --' -- I --•'• • %•l 1, �/ i • ...NNP, I . PINS ..., ! —} 4.5.! -, : • 7. / ( �t-'�/ ( (1') I, (.I : ' -117.751 } ())I �. _ 1 —, ..• I — • —_ —Id I \1 11 ` t II (til TO— _:• .. wI:• .. — • _- N1010_NIP• i \ I\ .. •. . _ _ :.. 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GARCIA DESIGNED BY: T. QUAALE DATE: 01/29/18 BACKROUND PLAN PROVIDED BY: �0B NUMBER: 29135-1} C SHEET � FA -04} r FIRE ALARM SYSTEM TUKWILA, WASHINGTON e E SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET NUMBER SHEET TITLE SHEET SCALE FA -01 SYSTEM INFORMATION NOT TO SCALE FA -02 TYPICAL DETAILS - WIRING AND MOUNTING NOT TO SCALE FA -02A PANEL SCHEDULE NOT TO SCALE FA -03 SYSTEM CALCULATIONS (BATTERY & VOLTAGE DROP CALCS) NOT TO SCALE FA -03A SYSTEM CALCULATIONS (VOLTAGE DROP CALCS) NOT TO SCALE FA -04 LEVEL 3 WEST - FIRE ALARM PLAN 1/8" = 1'-0" FA -05 LEVEL 3 EAST - FIRE ALARM PLAN 1 /8" = 1'-0" FA -06 LEVEL 4 WEST - FIRE ALARM PLAN 1/8" = 1'-0" FA -07 LEVEL 4 EAST - FIRE ALARM PLAN 1/8" = 1'-0" FA -08 RISER DIAGRAM NOT TO SCALE WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHAT WIRE DESIGNATI❑N REV. BY: 0 m 0 # OF BACKROUND PLAN PROVIDED BY: JOB NUMBER• 54418 SYMBOL DESCRIPTION CONDUCTORS SIZE TYPE COLOR CODE C,W. CABLE PART # A DATA LINE -ADDRESSABLE LOOP 2 -TWISTED W/SHIELD 4416 FPL/FPLR +RED -BLK H DOOR HOLDER POWER - 24VDC 2 -NO TWIST NO SHIELD #14 FPLR +RED -BLK P DEVICE POWER - 24VDC 2 -NO TWIST NO SHIELD #16 FPLR +RED -BLK 01/23/08 B STROBE CIRCUIT 2 -TWISTED W/SHIELD #14 FPLR +RED -BLK S STROBE CIRCUIT 2 -TWISTED W/SHIELD #12 FPLR +RED -BLK 2 <<<<<) N ANNUNCIATOR 2 -TWISTED W/SHIELD 4416 FPLR +RED -BLK D SPEAKER CIRCUIT 2 -TWISTED NO SHIELD #14 FPLR +RED -BLK I REMOTE INDICATI❑N LIGHT TWISTED PAIR 4418 FPLR +RED -BLK X LOW LEVEL AUDIO 2 -TWISTED W/SHIELD #16 FPLR +RED -BLK DNET TWISTED PAIR #14 FPLR HNET TWISTED PAIR #14 FPLR VNET TWISTED PAIR #14 FPLR FNET TWISTED PAIR W/ SHIELD #14 FPLR • CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPIVENT) ARE NOT SUPPLIED BY SIEvIENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, &. OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. g, FOR ADDITIONAL INSTALLATIO\ INSTRUCTIO\S, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COv1PLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE vIOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COv1PLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN ROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTI AND FREE OF SHORTS BETWEEN CONDUCTORS AND OT FINAL EQUIPMENT TRIM. \UOUS, FREE OF GROUND ER CIRCUITS PRIOR TO 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMA\ENT LABEL AT ALL DEVICES, JUNCTIO\ BOXES_ AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONvENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2002 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SANE CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2002 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAvIAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 1 1 7 5 26 1 69 21 1 SYMBOL DESCRIPTION MODEL MANUFACTURER BACK BOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP ANN FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP PS REMOTE BOOSTER POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP T -D INTERFACE MODULE HTRI-D DUAL INPUT SIEMENS 4S DEEP VERIFY IN FIELD S SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING S DUCT SMOKE SD DETECTOR AD -HR W/ SIEMENS HFP-11 DET DUCT HOUSING VERIFY IN FIELD FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM LTJ FIRE ALARM STROBE (WALL MOUNT) ST -MC -W SIEMENS 4S BOX 80" A.F.F. TO BOTTOM U.O.N. OF FIRE ALARM SPEAKER (CEILING MOUNT) SET SIEMENS 4S DEEP BOX CEILING W/ 1-1 /2" EXT. FIRE ALARM Y HORN STROBE WP (WEATHERPROOF) SET -30 -CR SIEMENS -WP FWB-1 1-1 /2" PIPE VERIFY IN FIELD FS WATER FLOW SWITCH F.B.O. F.B.O. F.B.O. VERIFY IN FIELD GS TAMPER SWITCH F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FATC FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD 0 JUNCTI❑N BOX F,B.O, F.B.❑, N/A VERIFY IN FIELD EX EXISTING N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A ACCEPTED p Wthout Cc rnmenti (� As Noted In Red Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is suhiect to errors and omis&ons which do not authorize violations of adopted stand,-: `os and ordinances. The responsibility for the adaq ; t of desi=gn rusts totally with the designer. Addition... deletions or revisions to these drawings after this .;.. :r this acceptance And will require a resin,: .�f : hI ed drawings for subsequent approval. Finalacctf..:77,,ce is subject to field test and inspection by The Tu1< i ::re Prevention Bureau. [Date:3 �`5_.0 By: s1( Copyright 2006 by Guardian Security Systems, 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. fUKWILA FIRE DEPARTMENt Please call: 575-440Z and give this job No. O ) and exact address for shut down or restoration approval] Inc. All Rights Reserved 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 c) z ) ) w tz W )J CJ :-.1 REV. BY: 0 m 0 DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER• 54418 DESCRIPTION SUBMITTED FOR APPROVAL W I- < Cf - 01/23/08 2 <<<<<) cr H J 41C :F. ,Y.L2 co w Z g �o ULu cc w= wQ � og Cn CD CO WU F._ E --a W 63: 0 0 W FE 'SCALE: NOT TO SCALE 1 DRAWN BY: V D.GARCIA n DESIGNED BY: R.VEZZANI k.c4, DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER• 54418 SHEET FA -01 HARD LID CEILING CEILI\G V 0 \T SOPA SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSI❑N CEILING MOUNTED SPEAKER/STROBE - /ST OBE you \TI\G DB -11 DETECTOR BASE USED WITH HFP-11 SMOKE DETECTOR, OR HFPT-11 THERMAL DETECTOR FROM PREVIOUS DEVICE TO NEXT DEVICE OR OR XLS LOOP F 1 h STOP IF LAST DEVICE TYPICAL SVO <E A\ .9 I I EAT 3ETPCTOW I\ G HAD LID 1 JUNCTION BOX MOUNTED ON CEILING FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT 0 TO NEXT DEVICE O O CADDY BAR SMOKE DETECTOR sv O<E of \— SUSPENDED ILLUMINATED CEILING 3ETECTOOJ \TING FROM EACP? C -1LI\G V CEILING TILE 0" \TED SEA SPEAKER SUPPORT BRIDGE 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION -CEILING MOUNTED SPEAKER/STROBE NOTE: WATER FLOW SWITCH (W/F) MUST BE ON CIRCUIT ONE OF HTRI-D, TO NEXT ADDRESSABLE DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE END OF LINE DEVICE SUPERVISED SWITCH 0 GROUND 0 -0 Cu c E 0 HTRI-D 0 LED CO 0 VOL\TI\G 0 -NOT USED 0 3 I0 ALARM STROBE R 80" A.F.F. MANUAL PULL STATION 0 0 @48" TO PULL 1 0 4S DEEP BOX W/ OPTIONAL 1G RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING COMBINATION SPEAKERSTROBE R 80" A.F.F. 0 —— MANUAL PULL cl STATION O @48" TO PULL 1 0 4S DEEP BOX W/ 1-1/2" EXT RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS HEIGHT REQUIREMENTS PULL STATION — STROBE PULL STATION — SPEAKER/STROBE WALL VO \TED EIDE ALAN 3 -VICE 0.\TI\G EL -VATI O\ S ID CEILI \G) TO NEXT ADDRESSABLE DEVICE -` FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE END OF LINE DEVICE SUPERVISED SWITCH TYPICAL WHi\C E0. HT �I- 3 END OF LINE DEVICE SUPERVISED SWITCH VO3JLE POWER SUPPLY 1 0 0 GND N AC 0 0 0 11 1L -1--i- 0 CO 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 0 0 0 0 0 0 0 24K POWER SUPPLY 2 0 GROUND 0 CN N) LO ® e 0 STATUS LED 0 00 0 0 0 TY� I C A L- WI EO 1 TO PRIMARY RECALL OR ALTERNATE RECALL V 03 „LE 0 GND N AC 1111 0 0 0 11 L1 T T TT 0 PAD -3 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 0 0 0 0 0 0 0 24K 2 32 2 S1 2 54 53 TYPICAL_ WRAC TO TH POWER SUPDLY 8 OUTLET SAMPLING TUBE INLET SAMPLING TUBE AT LEAST SIX DUCT WIDTHS FROM BEND i TYDICAL V0„\ TAG F0A3- 3}CT 3ETECTO FROM XLS CONTROL PANEL OR f PREVIOUS ADDRESSABLE DEVICE L COMBINE ALL SHIELDS A ISOLATE FROM GROUNDING 0 GND N AC 181 0 0 0 L 1 L -1-T T T 0 PAD -3 0 I- I 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24K 1112 8 PAD -3 POWER SL ID DLII- S 2 516 2 515 V C94TVDCS TO NEXT DEVICE OR ,J STOP IF LAST DEVICE TYDICAL A3— NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OT USED -I� WRI \G Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved , S. 1743 1ST AVE. FAX (206) 628-4990 TEL. (206) 622-6545 I / I \L V 15.11 NO DATE DESCRIPTION REV. BY: 0 DESIGNED BY: R.VEZZAN I DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: r, I(1R MI IAARFP• Sal A 1 R I SUBMITTED FOR APPROVAL 101/23/08 <<<<<1._} L.L.1 J Q Wco cc }� Z Y2LL �o W < � 0 U� pc-I z= F..w cc Z O0 W og Q 0 I WU ~ aF- � W J Q 'SCALL: NO1 10 SCALL DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZAN I DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: r, I(1R MI IAARFP• Sal A 1 R I • SHEET L—. O O 0 0 0 0 0 O • I �raemt • I.7 t ■•t t rt rtrt LL I ll vim pm A .44.474 • O u, O 0 O TO PSC -12 ill DMG DATE: 01/23/08 A MUM mmm DESCRIPTION SUBMITTED FOR APPROVAL BTX -3 17 VCLT - SOA 01/23/08 BTX -3 17 VOLT - 59A- 0 <<<<< 2 0 a • o O O ii 9ii— 91 Vs O 11.,,C -ICT Om O•r Ora Ora Ora Orin Orr Mama • MC -C Om Oar Ora Ora Ora Ora Ora Davao. am em r_ DIC Om Orr Ora Ora Omega Om O.rt = _ (pe.�.w o...o. 7A0 Om O•a Ora 0" Ora Omr• Omi Comma -4O 7AC-40 Om Or Ora Ora Ora Mom Oma O.trm _ 0#1011111111 tlMttltl o3 A IiisitN M N A N I M H gI 00000000000000 00000000 �_I IFSOr m •r ra MOWra OM Wit •mr NOR O -ter OOP ONIM•' °'2 Or d: 00020. O.... ar ❑ 00O r it O.a.w • O.r.rr O� OM r Or. Ora Or O m 0 00 .. Orr Ora Orr O m 0 00 a . 0 0 0 0 0 0 O be+asrtasti 3 cert! IS OSE _ _ W M is ION • O O 0 0 0 0 0 O • I �raemt • I.7 t ■•t t rt rtrt LL I ll vim pm A .44.474 • O u, O 0 O TO PSC -12 CAR-? CD\TOL A\EL- Bnn00UDDIMODIEDIEfUfDLU11fU001101:1110110U0d0000UUDBUDO0000U000 onounnounnuonnunnnnnnnnnurinnunnnnunnnnnomounooppoon ODDUUODDDUDOBDBDUDUBUDDODBBDUDDBDDUDDDUU0000001MDDDDODBD BUBBDDUUUDUUDODUDBDBBBDDOBBDDUBUBUDUDBUDDBBBBBDDUDBDODODOD DQRTEna000UDUUUDBUUUUQUBDEINIEUUDDDUUUDDUUBUDB00U01111:1aa00 O SIEVE\S FireFinder CO CAB -2 \\E / O„TF300� Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST FAX (206) 628-4990 TEL. (206) 622-6545 7 _) 5 J J )t J J J i2 REV. BY: DMG DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: t ICI SII IAAIn-p•' AA 1 S2 DESCRIPTION SUBMITTED FOR APPROVAL BTX -3 17 VCLT - SOA 01/23/08 BTX -3 17 VOLT - 59A- 0 CAR-? CD\TOL A\EL- Bnn00UDDIMODIEDIEfUfDLU11fU001101:1110110U0d0000UUDBUDO0000U000 onounnounnuonnunnnnnnnnnurinnunnnnunnnnnomounooppoon ODDUUODDDUDOBDBDUDUBUDDODBBDUDDBDDUDDDUU0000001MDDDDODBD BUBBDDUUUDUUDODUDBDBBBDDOBBDDUBUBUDUDBUDDBBBBBDDUDBDODODOD DQRTEna000UDUUUDBUUUUQUBDEINIEUUDDDUUUDDUUBUDB00U01111:1aa00 O SIEVE\S FireFinder CO CAB -2 \\E / O„TF300� Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST FAX (206) 628-4990 TEL. (206) 622-6545 7 _) 5 J J )t J J J i2 REV. BY: DMG DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: t ICI SII IAAIn-p•' AA 1 S2 DESCRIPTION SUBMITTED FOR APPROVAL DATE 01/23/08 <<<<< 2 UJ J J 0 J Q 2 w cf) _ CC c>,5 wc7) 2 m zgaz U W = _ ,W� U 0 W og VJ o�-c �� W U ~ �a W}J).„ 'SCALE: NOT TO SCALE DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: t ICI SII IAAIn-p•' AA 1 S2 • SHEET FA -02A2 SIEMENS XLS BATTERY SIZE CALCULATION FORM 'AB -2 FACP PANEL - AMC THEATRE Module Quantity Standby 24 vdc Module/Cara Load Current Per Circuit End Of Line Device Current Device Current Total Standby 24 vdc Module Current AIC 0.15 0 0 0 CRC -6 Card CRC -6 # of relays 0.051 0 0 0.0205 0 DAC -NET 1 0.23 0 0 0.23 DLC Cards 1 0.145 0 0.145 Total Addressable Devices 33 0 0.0018 0.0594 DLC Cards 0.145 0 0 0 Future Addressable Devices 0 0.0018 0 PBA -1191 0 0.003 0 0 FCM-6 Card 0.014 0 0 Total # of LEDS 0 0.001 0 FMT Card 0.15 0 0 Active Handsets 0 0.03 0 LCM-8 Card 0.014 0 0 Total # of LEDS 0 0.001 0 LPB 0.1 0 0 0 LVM 0.025 0 0 0 NIC -C 1 0.12 0 0 0.12 OCM-16 Card 0.014 0 0 0 'Total # of LEDS 0 0.01 0 PMI 0.23 0 0 0 PMI -REM 0.23 0 0 0 PSC -12 Active relays 1 0.15 0 0.15 0 0.02 0 PSX-12 1 0.17 0 0 0.17 RNI 0.075 0 0 0 RPM 0.15 0 0 0 SCM -8 Card 0.014 0 0 0 Total # of LEDS 0 0.001 0 SIM -16 Card Supervised inputs Active relays 0.02 0 0.0012 0 0.01 0 SSD/SSD-C 1 0.2 0 0 0.2 TZC-8B 0.28 0 0 0 Active Zones 0.035 0 ZAC-40 Cards 2 0.15 0 0 0.3 # of EOLS 0.001 0 0 ZAM-180 Card # of EOLS 0.28 0 0 0 0.001 0 0 ZIC-8B ........................... 1 0.105 0 0 0.105 0.004 0 0 Total Sys. Current 1.4794 Engine Driven Generator -Total AH x4 5.9176 7.69288 NFPA Loc (72 A), Proprieta ry (72 D), UL 1076 Total AH x 24 Municipal Tie (72B) Remote Stat.(72C)UL 1076 Total x 60 FM App.Deluge/PreAction--Total AH x 90 35.5056 46.15728 88.764 115.3932 133.146 173.0898 xxxx RECOMMENDED MINIMUM BATTERY SIZE = 55.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x BATTERY SIZING CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS1 ( 3RD FLOOR ) Date Performed: 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 3 S/S: SET -MC 110 8 S/S: SET -MC 15 8 S/S: SET -MC 30 3 S/S: SET -MC 75 8 STR: ST -MC 15 1 STR: ST -MC 30 0. 0300 0, 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0300 0. 6990 0, 5120 0. 7840 0. 5250 0. 5520 0. 1110 Totals = 0. 0300 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 Amp*Hrs Total = Stand -By + Alarm = 0.72 + 0. 27 = 0. 99 AmpxHrs 3. 2130 Alarm Load = 3.2130 Amps Alarm Time = 5/60 Hrs. Alarm = Multiply by De -Rating Factor of 1.25 ---> 0. 27 Amp*Hrs 0. 99 x 1. 25 = 1. 23 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x MINIMUM BATTERY SIZE = 1.23 AmperexHours x x x xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x BATTERY SIZING CALCULATI❑N * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS5 ( 4TH FLOOR ) Date Performed: 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 12 S/S: SET -MC 110 12 S/S: SET -MC 15 2 S/S: SET -MC 30 1 S/S: SET -MC 75 1 STR: ST -MC 15 0. 0300 0, 0000 0. 0000 0. 0000 0. 0000 0, 0000 0, 0300 2. 7960 0. 7680 0, 1960 0. 1750 0. 0690 Tota is = 0. 0300 4. 0340 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 AmpxHrs Total = Stand -By + Alarm 0.72 + 0.34 1. 06 AmpxHrs Alarm Load = 4.0340 Amps Alarm Time = 5/60 Hrs. Alarm = 0.34 AmpxHrs Multiply by De -Rating Factor of 1.25 ---> 1. 06 x 1. 25 = 1.32 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x MINIMUM BATTERY SIZE = 1.32 AmperexHours x * xx*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x BATTERY SIZING CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS2 ( 3RD FLOOR ) Date Performed: 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 2 S/S: SET -MC 110 13 S/S: SET -MC 15 5 S/S: SET -MC 30 1 S/S: SET -MC 75 1 S/S: SET30180CRWP 7 STR: ST -MC 15 1 STR: ST -MC 30 1 STR: ST -MC 75 0. 0300 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0300 0, 4660 0, 8320 0. 4900 0, 1750 0. 1460 0, 4830 0. 1110 0. 2000 Totals = 0. 0300 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 Amp*Hrs Total = Stand -By + Alarm = 0.72 + 0.24 = 0. 96 AmpxHrs Alarm Load = Alarm Time = 2. 9330 2. 9330 Amps 5/60 Hrs. Alarm = Multiply by De -Rating Factor of 1.25 ---> 0. 24 AmpxHrs 0. 96 x 1. 25 = 1. 21 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x MINIMUM BATTERY SIZE = 1.21 Ampere*Hours x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 Ampere*Hour xxxx xxxxXxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x BATTERY SIZING CALCULATION * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS6 ( 4TH FLOOR ) Date Performed: 02-22-2008 QTY. DEVICE NAME STD -BY( Amps) ALARM( Amps) 1 PAD -3: PAD -3 8 S/S: SET -MC 110 12 S/S: SET -MC 15 5 S/S: SET -MC 30 2 S/S: SET -MC 75 0. 0300 0. 0000 0. 0000 0. 0000 0. 0000 0. 0300 1, 8640 0. 7680 0. 4900 0. 3500 Totals = 0. 0300 3, 5020 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 AmpxHrs Total = Stand -By + Alarm 0. 72 + 0. 29 1. 01 Amp*Hrs Alarm Load = 3.5020 Amps Alarm Time = 5/60 Hrs. Alarm = 0.29 AmpxHrs Multiply by De -Rating Factor of 1.25 ---> 1. 01 x 1. 25 = 1. 26 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x. MINIMUM BATTERY SIZE = 1.26 Ampere*Hours NE X x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * x BATTERY SIZING CALCULATION x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Panel Location: Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. POWER SUPPLY PS3 ( 3RD FLOOR ) 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 2 S/S: SET -MC 110 8 S/S: SET -MC 15 3 S/S: SET -MC 30 6 STR: ST -MC 15 1 STR: ST -MC 75 0. 0300 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0300 0, 4660 0. 5120 0. 2940 0. 4140 0. 2000 Totals = 0. 0300 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Stand -By = 0.72 Amp*Hrs Total = Stand -By + Alarm = 0.72 + 0. 16 = 0. 88 AmpxHrs Alarm Load = Alarm Time = 1. 9160 1. 9160 Amps 5/60 Hrs. Alarm = 0.16 AmpxHrs Multiply by De -Rating Factor of 1. 25 ---> 0,88 x 1. 25 = 1. 10 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x x MINIMUM BATTERY SIZE = 1.10 Ampere*Hours x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 Ampere*Hour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x BATTERY SIZING CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Panel Location: Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. POWER SUPPLY PS7 ( 4TH FLOOR ) 02-22-2008 QTY. DEVICE NAME STD-BY(Amps) ALARM(Amps) 1 PAD -3: PAD -3 4 S/S: SET -MC 110 1 S/S: SET -MC 15 20 S/S: SET -MC 75 0. 0300 0, 0000 0. 0000 0. 0000 0, 0300 0. 9320 0. 0640 3. 5000 Totals = 0.0300 4. 5260 Stand -By Load = 0.0300 Amps Stand -By Time = 24 Hrs. Alarm Load = 4.5260 Amps Alarm Time = 5/60 Hrs. Stand -By = 0.72 AmpxHrs Alarm = 0.38 AmpxHrs Total = Stand -By + Alarm 0.72 + 0.38 1. 10 Amp*Hrs Multiply by De -Rating Factor of 1.25 ---> 1. 10 x 1.25 = 1.37 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x MINIMUM BATTERY SIZE = 1.37 AmperexHours x -x_ x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x BATTERY SIZING CALCULATION x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Panel Location: POWER SUPPLY PS4 ( 4TH FLOOR ) Date Performed: 02-22-2008 QTY, DEVICE NAME - ALARMCAms) STD BY C Am s) P P 1 PAD -3: PAD -3 3 S/S: SET -MC 15 4 S/S: SET -MC 30 23 S/S: SET -MC 75 0. 0300 0. 0000 0, 0000 0. 0000 0. 0300 0, 1920 0, 3920 4. 0250 Stand -By Load = Stand -By Time = Totals = 0. 0300 4.6390 0. 0300 Amps Alarm Load = 4. 6390 Amps 24 Hrs. Alarm Time = 5/60 Hrs. Stand -By = 0.72 AmpxHrs Alarm = 0.39 Amp*Hrs Total = Stand -By + Alarm = 0.72 + 0,39 = 1. 11 Amp*Hrs Multiply by De -Rating Factor of 1.25 ---> 1. 11 x 1.25 =. 1. 38 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x MINIMUM BATTERY SIZE = 1.38 AmperexHours x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.0 AmperexHour xxxx BATTERY CALCULATIONS xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x NE x WORST CASE VOLTAGE DROP CALCULATI❑N x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit:SIGNALING CIRCUIT S1 ( 3RD FLOOR ) Date Performed: 02-21-2008 1 S/S: 2 S/S: 2 S/S: 2 S/S: 2 STR: 1 STR: SET -MC 110 SET -MC 15 SET -MC 30 SET -MC 75 ST -MC 15 ST -MC 30 at at at at at at 0. 2330 0. 0640 0. 0980 0. 1750 0. 0690 0. 1110 Amps Amps Amps Amps Amps Amps each = each = each = each = each = each = 0. 2330 Amps 0. 1280 Amps 0, 1960 Amps 0. 3500 Amps 0. 1380 Amps 0, 1110 Amps Circuit Length = Circuit Load = Voltage Drop = Voltage Drop = Total = 1.1560 Amps 394 Ft to End Wire Size = #12 AWG 1. 1560 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 C (Circular Mils) x (Volts) 1. 1560 ) x ( 394 ) x 21. 6 C 6530 ) x ( 24. 0) Voltage Drop = 6.28% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 6.28% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx NE 100% x 100% xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x WORST CASE VOLTAGE DROP CALCULATION x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit: Date Performed: 5 2 3 S/S: S/S: STR: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. SIGNALING CIRCUIT S6 ( 3RD FLOOR ) 02-21-2008 SET -MC 15 SET -MC 30 ST -MC 15 at at at 0. 0640 Amps each = 0. 3200 Amps 0. 0980 Amps each = 0. 1960 Amps 0. 0690 Amps each = 0. 2070 Amps Circuit Length = 871 Ft to End Circuit Load = 0.7230 Amps Total = 0.7230 Amps Wire Size = #12 AWG Voltage = 24.0 Volts (Ckt Load) x (Ckt Length) x 21. 6 Voltage Drop = x 100% (Circular MI ls) x (Volts) ( 0.7230) x( 871 ) x21.6 Voltage Drop = x 100% C 6530 ) x ( 24.0) Voltage Drop = 8.68% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x VOLTAGE DROP = 8.68% x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxWxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x * x WORST CASE VOLTAGE DROP CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S2 ( 3RD FLOOR ) Date Performed: 02-21-2008 3 S/S: SET -MC 15 4 S/S: SET -MC 30 3 STR: ST -MC 15 at at at 0. 0640 Amps each = 0. 1920 Amps 0. 0980 Amps each = 0. 3920 Amps 0. 0690 Amps each = 0. 2070 Amps Total = 0. 7910 Amps Circuit Length = 821 Ft to End Wire Size = #12 AWG Circuit Load = 0.7910 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 7910 ) x ( 821 ) x 21. 6 Voltage Drop = x 100% C 6530 ) x ( 24.0) Voltage Drop = - 8.95% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 8.95% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD S❑UTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S7 ( 3RD FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 110 3 S/S: SET -MC 15 2 S/S: SET -MC 30 3 STR: ST -MC 15 at at at at 0. 2330 0, 0640 0. 0980 0. 0690 Amps each Amps each Amps each Amps each = 0. 4660 Amps = 0. 1920 Amps = 0. 1960 Amps = 0. 2070 Amps Total = 1.0610 Amps Circuit Length = 679 Ft to End . Wire Size = #12 AWG Circuit Load = 1.0610 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 0610 ) x ( 679 ) x 21. 6 Voltage Drop = x 100% ( 6530 ) x ( 24. 0) Voltage Drop = 9.93% xxxxxxxxxxxxxxxxxxxxxxxxxxx * x x VOLTAGE DROP = 9.93% x x * xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATI❑N x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S3 ( 3RD FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 15 2 S/S: SET -MC 30 2 STR: ST -MC 15 at at at 0. 0640 Amps each = 0. 1280 Amps 0. 0980 Amps each = 0. 1960 Amps 0. 0690 Amps each = 0. 1380 Amps Circuit Length = 459 Ft to End Circuit Load = 0.4620 Amps Total = 0.4620 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 4620 ) x ( 459 ) x 21. 6 Voltage Drop = x 100% C 4110 ) x ( 24.0) Voltage Drop = 4.64% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 4.64% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATI❑N x x * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S8 ( 3RD FLOOR ) Date Performed: 02-21-2008 5 S/S: SET -MC 15 1 S/S: SET -MC 30 3 STR: ST -MC 15 1 STR: ST -MC 75 at at at at 0. 0640 Amps 0. 0980 Amps 0. 0690 Amps 0. 2000 Amps each = each = each = each = 0. 3200 Amps 0. 0980 Amps 0. 2070 Amps 0. 2000 Amps Total = 0.8250 Amps Circuit Length = 749 Ft to End Wire Size = #12 AWG Circuit Load = 0.8250 Amps Voltage = 24. 0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 8250 ) x ( 749 ) x 21. 6 Voltage Drop = x 100% C 6530 ) x ( 24. 0) Voltage Drop = 8.52% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 8.52% x x * xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxx.xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S3A ( 3RD FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 110 1 S/S: SET -MC 15 2 S/S: SET -MC 75 1 STR: ST -MC 15 at at at at 0. 2330 Amps each 0. 0640 Amps each 0. 1750 Amps each 0. 0690 Amps each = 0. 4660 = 0. 0640 0. 3500 = 0. 0690 Amps Amps Amps Amps Total = 0.9490 Amps Circuit Length = 409 Ft to End Wire Size = #14 AWG Circuit Load = 0.9490 Amps Voltage = 24.0 Volts (Ckt, Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 9490 ) x ( 409 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 8,50% xxxxxxxxxxxxxxxxxxxxxxxxx** x * x VOLTAGE DROP = 8.50% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit: Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. SIGNALING CIRCUIT S9 ( 4TH FLLOR ) 02-21-2008 1 S/S: SET -MC 15 2 S/S: SET -MC 30 7 S/S: SET -MC 75 at at at 0.0640 Amps each = 0.0640 0.0980 Amps each = O. 1960 O. 1750 Amps each = L2250 Amps Amps Amps Total = L 4850 Amps Circuit Length = 305 Ft to End Wire Size = #14 AWG Circuit Load = L 4850 Amps Voltage = 24,0 Volts (Ckt, Load) x (Ckt Length) NE 21.6 Voltage Drop - NE 100% (Circular Mils) x (VOts) Voltage Drop - Voltage Drop = 9.92% XXXXXXXXXXXXXXXXXXWXXXXXXXX NE VOLTAGE DROP = 9.92% x * xxxxxxxxxxxxxxxxxxxxxxxxxxx WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWXXXXXXXXXX WORST CASE VOLTAGE DROP CALCULATION XXXXXXXXXXXXXXXXXXXWXXXXWWWXXXXXXXXXXXXXXXXXXXXXXXXWXXXXXXXXXW Job Namo WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. L Circuit SIGNALING CIRCUIT S4 ( 3RD FLOOR ) Date Performed: 02-21-2008 1 S/S1 SET -MC 30 3 STRI ST -MC 15 1 STR: ST -MC 75 at at at at 0. 0640 Amps 0. 0980 Amps 0. 0690 Amps 0, 2000 Amps each = each = each = each = a 3200 Amps a 0980 Amps a 2070 Amps a 2000 Amps Circuit Length = 662 Ft to End Circuit Load = 0,8250 Amps Wire Size = #12 AWG Voltage = 24. 0 Volts (Ckt Load) x (Ckt. Length) x 2L 6 Voltage Drop = w 100% (Circular Mils) NE (Volts) Voltage Drop = NE 100% Voltage Drop = 7.53% xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxx * WORST CASE VOLTAGE DROP CALCULATION xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. L Circuit: SIGNALING CIRCUIT S9A ( 4TH FLOOR ) Date Performed: 02-21-2008 1 S/S: SET -MC 30 at 0,0980 Amps each = 0,0980 Amps 6 S/S: SET -MC 75 at 0.1750 Amps each = L 0500 Amps Total = L 1480 Amps Circuit Length = 386 Ft to End Wire Size = #14 AWG Circuit Load = 1. 1480 Amps Voltage = 24.0 Volts (Ckt, Load) x (Ckt Length) x 21,6 Voltage Drop - NE 100% (Circular Mils) x (Volts) Voltage Drop = x 100% Voltage Drop = 9.70% xxxxxxxxxxxxxxxxxxxxxxxxxxx WORST CASE VOLTAGE DROP CALCULATION XXXXWXXXXXXXXWXXXXXXXXXXXXXXXXXXXXXWXXXWXXXXXXXXXXXXXXWXXXXXXW Job Name: Circuit Date Performeth WESTFIELD SOUTHCENTER MALL - AMC THEATRE SIGNALING CIRCUIT S5 ( 3RD FLOOR ) 02-22-2008 0.2330 Amps 0,0640 Amps 0. 0980 Amps 0, 1460 Amps each each each each = 0.4660 Amps = 0.0640 Amps = 0,0980 Amps Total = 0.7740 Amps Circuit Length = 433 Ft to End Wire Size = #14 AWG Circuit Load = O. 7740 Amps Voltage = 24.0 Volts Voltage Drop - Voltage Drop = Length) x 21.6 (Circular Mils) x (Volts) 4110 Voltage Drop = 7,34% xxxxxxxxxxxxxxxxxxxxxxxxxxx NE 100% x 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX WORST CASE VOLTAGE DROP CALCULATION XXXXXXXXXWWXXXXXWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE L L Circuit SIGNALING CIRCUIT S10 ( 4TH FLOOR ) Date Performeth 02-21-2008 1 S/a SET -MC 15 1 S/a SET -MC 30 at at at a 0640 Amps each = 0.0980 Amps each = 0.1750 Amps each = 0.0640 Amps 0.0980 Amps a 8750 Amps Total = L 0370 Amps Circuit Length = 266 Ft to End Wire Size = #14 AWG Circuit Load = L 0370 Amps Voltage = 24,0 Volts (Ckt. Load) x (Ckt. Length) x 21,6 Voltage Drop - NE 100% (Circular Mils) x (Volts) Voltage Drop - x 100% Voltage Drop = 6.04% XXXXXXXXXXXXXWXXXXXXXXXXXXX NE VOLTAGE DROP = 6.04% * WORST CASE VOLTAGE DROP CALCULATION XXWXXXXXXXXXXXXXWXXXXXXXXXXXXXXXXXXXXXXXXXXWWWWXXXXXXXXXXXXXXX Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE 1% L Circuit SIGNALING CIRCUIT S5A ( 3RD FLOOR ) Date Performed: 02-22-2008 2 S/S: 1 STR: 1 STR: SET -MC 15 SET -MC 30 SET -MC 75 ST -MC 15 ST -MC 30 at at at at at 0.0640 Amps each 0,0980 Amps each 0. 1750 Amps each 0.0690 Amps each O. 1110 Amps each = 0. 1280 = 0. 0980 = 0. 1750 Amps Amps Amps Amps Amps Total = 0.5810 Amps Circuit Length = 544 Ft to End Wire Size = #14 AWG Circuit Load = 0.5810 Amps Voltage = 24. 0 Volts (Ckt. Load) x (Ckt Length) x 21.6 Voltage Drop = x 100% (Circular Mils) x (Volts) Voltage Drop = x 100% Voltage Drop = 6.92% NE VOLTAGE DROP = 6.92% XXXXXXWWWWXWWWWWWXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXWXXXXXXXXXXXWXXXWXXXXXXXXXXXXXXXXXX * WORST CASE VOLTAGE DROP CALCULATION Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. L Circuit SIGNALING CIRCUIT SlOA ( 4TH FLOOR ) Date Performed( 02-21-2008 1 S/S: SET -MC 15 at 0.0640 Amps each = 0. 0640 Amps 5 S/S: SET -MC 75 at 0. 1750 Amps each = 0,8750 Amps Total = 09390 Amps Circuit Length = 307 Ft to End Wire Size = #14 AWG Circuit Load = 0.9390 Amps Voltage = 24. 0 Volts (Ckt. Load) NE (Ckt. Length) x 21,6 Voltage Drop - x 100% (Circular Mils) x (Volts) Voltage Drop = X 100% Voltage Drop = 6.31% XXXXXWWWWWWWXXXXXXXXXXXXXXX xxxxxxxxxxxxxxxxxxxxxxxxxxx LLI CO LLi cn FAX (206) 628-4990 TEL. (206) 622-6545 5 ] ) J J REV. BY: DMG DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: DESCRIPTION SUBMITTED FOR APPROVAL DATE 01/23/08 2 <<<<< • Liu Can LT. 0 co 03 ccz reco z= wcp., cc m>. 0 /SUALL: NOT TO SCALE 1 DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: VOLTAGE DROP CALCULATIONS (STROBE CIRCUITS) Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1 SHEET FA -03 ,,,/ xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x xxxxxxxxxx xxx xx xxxxxxxxxx xx xxx x x WORST CASE VOLTAGE DROP CALCULATI❑N x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER-AMC THEATRE T. I. MALL AM Circuit: SIGNALING CIRCUIT S11 ( 4TH FLOOR ) Date Performed: 02-21-2008 4 S/S; SET -MC 110 3 S/S; SET -MC 15 1 S/S; SET -MC 30 at at at 0. 2330 Amps each = 0. 9320 Amps s P 0. 0640 Amps each = 0. 1920 Amps 0. 0980 Amps each = 0. 0980 Amps Circuit Length = 288 Ft to End Circuit Load = 1.2220 Amps Total = 1, 2220 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) Voltage Drop = ( 1. 2220 ) x ( 288 ) x 21. 6 C 4110 ) x ( 24,0) Voltage Drop = 7.71% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 7. 71% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx WWWKWAXAAAXAMOKAAAAAWAXXXWAWAWAXAWAWAXXAWAXAWAXXXXXXXAWAXXXXXXX x x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit; Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. SIGNALING CIRCUIT S11A ( 4TH FLOOR ) 02-21-2008 /S: SET -MC 15 at 0. 0640 Amps each = 0. 5120 Amps 8 Sp 1 S/S: SET -MC 75 at 0, 1750 Amps each = 0, 1750 Amps Circuit Length = 188 Ft to End Circuit Load = 0,6870 Amps Total = 0. 6870 Amps Wire Size = #14 AWG Voltage = 24,0 Volts (Ckt. Load) x (Ckt. Length) x 21.6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 6870 ) x ( 188 ) x 21. 6 Voltage Drop = x 100% NE 100% ( 4110 ) x ( 24,0) Voltage Drop = 2.83% xxxxxxxxxxxxxxxxxxxxxxxxxxx x * x VOLTAGE DROP = 2.83% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx iExxxxxxxxxxxxxxxxxxxxxxxxxxxxxx3EiExx3Ex3ExxxXXWAxxxxxiEx3Exxxxxxx3Ex x x WORST CASE VOLTAGE DROP CALCULATION x x x x xxxxxxxxNNNENNNNNNNNNENNNNNNNNNNNExxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. 'Circuit: SIGNALING CIRCUIT S15 ( 4TH FLOOR ) Date Performed: 02-22-2008 4 S/S: SET -MC 110 at 0. 2330 Amps each = 0. 9320 Amps Total = 0.9320 Amps Circuit Length = 333 Ft to End Wire Size = #14 AWG Circuit Load = 0. 9320 Amps Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 9320 ) x ( 333 ) x 21,6 Voltage Drop = x 100% ( 4110 ) x ( 24,0) Voltage Drop = 6.80% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 6.80% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxiExxxxEx3E3Exxxxxxxxxxxxxxxxx3EN31E*xxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x X x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S15A ( 4TH FLOOR ) Date Performed: 02-22-2008 4 S/S: SET -MC 110 at 0,2330 Amps each = 0. 9320 Amps 2 S/S: SET -MC 75 at 0, 1750 Amps each = 0. 3500 Amps Circuit Length = 480 Ft to End Circuit Load = 1.2820 Amps Total = 1, 2820 Amps Wire Size = #12 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt. Length) x 21.6 Voltage Drop = x 100% (Circular Mils) x (Volts) Voltage Drop = ( 1. 2820 ) x ( 480 ) x 21. 6 C 6530 ) x ( 24.0) Voltage Drop = 8.48% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 8.48% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx XXXXXXWAXWAWAXXXXXXXXXXXXXXXXXXWAAAWAXXXXXXXXXWAXXXWAXXXXXXXXX X x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x 31E*xxxxxx3ExNNNE31E31Exxx31E*xxxxxx31E*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I, Circuit: SIGNALING CIRCUIT S12 ( 4TH FLOOR ) Date Performed: 02-21-2008 4 S/S; SET -MC 110 at 0. 2330 Amps each = 0, 9320 Amps 1 S/S: SET -MC 30 at 0.0980 Amps each = 0,0980 Amps Total = 1.0300 Amps Circuit Length = 214 Ft to End Wire Size = #14 AWG Circuit Load = 1.0300 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 0300 ) x ( 214 ) x 21,6 Voltage Drop = x 100% C 4110 ) x ( 24. 0) Voltage Drop = 4.83% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 4. 83% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx WAXAWAWAXXXXXXXAWAXWAAAAAAWAXXXXXWAWWWWAXAAAWAAAAWAXAAWAXXXXAA x x x WORST CASE VOLTAGE DROP CALCULATION x A x XWAXXXXXXXXXXXXXXXXXXXWAXWAAAAXXXXXXXXXXXWAXWAAAAWAWAAAAAXAWAX Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S153 ( 4TH FLOOR ) Date Performed: 02-22-2008 5 S/S: SET -MC 75 at 0.1750 Amps each = 0.8750 Amps Total = 0.8750 Amps Circuit Length = 463 Ft to End Wire Size = #14 AWG Circuit Load = 0. 8750 Amps Voltage = 24 0 Volts (Ckt, Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 8750 ) x ( 463 ) x 21. 6 Voltage Drop = x 100% x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 8.87% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x VOLTAGE DROP = 8. 87% x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx A x x WORST CASE VOLTAGE DROP CALCULATION x x *NENxxxx3ENxxxxxxxxxxxxxxxxxxxxxxxx3ENxxxxxxxxxxxxxxxxxxxxxxx3ENxx Job Name: Circuit; Date Performed: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I, SIGNALING CIRCUIT S12A ( 4TH FLOOR ) 02-21-2008 4 S/S: SET -MC 110 1 S/S: SET -MC 15 1 STR: ST -MC 15 at at at 0. 2330 Amps each = 0,0640 Amps each = 0. 0690 Amps each = 0. 9320 Amps 0. 0640 Amps 0. 0690 Amps Total = 1.0650 Amps Circuit Length = 304 Ft to End Wire Size = #14 AWG Circuit Load = 1.0650 Amps ;Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1, 0650 ) x ( 304 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24.0) Voltage Drop = 7.09% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 7.09% x x xxxxxxxxxxxxxxxxxxxxxxxxxxx x xxx xxxx 3E31Exxxx 3ENxx x 31ENE Ex NNNN NNNXX x3Ex xxxx3E3ENN xxxxxxxx xxx*NN NE Exxx x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxx3Exxxxx3Exxxxxx3EN31E;Exxxxxxx3E*N*xxxxxxxxxxxxxxx31 NENE E Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S16 ( 4TH FLOOR ) Date Performed: 02-22-2008 1 S/S: SET -MC 15 at 0.0640 Amps each = 0.0640 Amps 7 S/S: SET -MC 75 at 0.1750 Amps each = 1.2250 Amps Total = 1.2890 Amps Circuit Length = 502 Ft to End Wire Size = #12 AWG Circuit Load = 1.2890 Amps Voltage = 24.0 Volts (Ckt. Load) NE (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 2890 ) x ( 502 ) x 21. 6 Voltage Drop = x 100% C 6530 ) x ( 24. 0) Voltage Drop = 8.92% XXXXNNENNNNNNNNExxxxxxxxxxxx x x x VOLTAGE DROP = 8.92% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx AWANEXNENENENE*NENENENENENNEXXXWAXNENE*NE*NENE*NE**NENE*NE*NENE**NENENENENNNENENENENENENENENENENENENE X x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxNExxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER E MALL - AMC THEATRE T. I. Circuit: SIGNALING CIRCUIT S13 ( 4TH FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 110 10 S/S: SET -MC 15 1 S/S: SET -MC 30 1 S/S; SET -MC 75 at at at at 0, 2330 Amps 0. 0640 Amps 0. 0980 Amps 0. 1750 Amps each = each = each = each = 0. 4660 Amps 0. 6400 Amps 0. 0980 Amps 0. 1750 Amps Circuit Length = 505 Ft to End Circuit Load = 1.3790 Amps Total = 1.3790 Amps Wire Size = #12 AWG Voltage = 24,0 Volts (Ckt. Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 3790 ) x ( 505 ) x 21, 6 Voltage Drop = x 100% ( 6530 ) x ( 24. 0) Voltage Drop = 9.60% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 9.60% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxNNNNNNNNxxxxxxxxxxxxxxx3E31Exxxxxxxx31E31:xxxxxx3ENNxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION X x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*NNNNNNNNExx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S16A ( 4TH FLOOR ) Date Performed: 02-22-2008 6 S/S: SET -MC 75 at 0. 1750 Amps each = 1. 0500 Amps Total = 1,0500 Amps Circuit Length = 552 Ft to End Wire Size = #12 AWG Circuit Load = 1.0500 Amps Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 1. 0500 ) x ( 552 ) x 21. 6 Voltage Drop = x 100% ( 6530 ) x ( 24. 0) Voltage Drop = 7,99% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x NE VOLTAGE DROP = 7.99% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxNNNNNNNNNNNExxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x A x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: 'WESTFIELD SOUTHCENTER MALL - AMC THEATRE T.I. Circuit: SIGNALING CIRCUIT S14 ( 4TH FLOOR ) Date Performed: 02-21-2008 2 S/S: SET -MC 15 4 S/S: SET -MC 30 1 S/S: SET -MC 75 at at at 0. 0640 Amps each = 0. 1280 Amps 0. 0980 Amps each = 0. 3920 Amps 0, 1750 Amps each = 0. 1750 Amps Total = 0. 6950 Amps Circuit Length = 405 Ft to End Wire Size = #14 AWG Circuit Load = 0.6950 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular. Mils) x (Volts) Voltage Drop = ( 0. 6950 ) x ( 405 ) x 21. 6 ( 4110 ) x ( 24.0) Voltage Drop = 6. 16% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x A VOLTAGE DROP = 6,16% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit: Date Performed; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I. SIGNALING CIRCUIT S14A ( 4TH FLOOR ) 02-21-2008 2 S/S; SET -MC 110 at 0. 2330 Amps each = 0. 4660 Amps 4 S/S: SET -MC 30 at 0, 0980 Amps each = 0. 3920 Amps Total = 0. 8580 Amps Circuit Length = 500 Ft to End Wire Size = #14 AWG Circuit Load = 0. 8580 Amps Voltage = 24.0 Volts (Ckt. Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 8580 ) x ( 500 ) x 21. 6 Voltage Drop = x 100% x 100% ( 4110 ) x ( 24,0) Voltage Drop = 9,39% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 9.39% x x x xxxx**NExxxxxxxxxxxxxxxxxxxx VOLTAGE DROP CALCULATIONS (STROBE CIRCUITS xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x x WORST CASE VOLTAGE DROP CALCULATION x x NE xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I Circuit' SPEAKER CIRCUIT V1 Date Performed: 02-25-2008 16 SPK: 70. 7V 1/4W at 0. 0035 Amps each = 0. 0566 Amps Total = 0. 0566 Amps Circuit Length = 1,280 Ft to.End Wire Size = #14 AWG Circuit Load = 0,0566 Amps Voltage = 24.0 Volts Voltage Drop (Ckt. Load) x (Ckt. Length) NE 21,6 (Circular Mils) x (Volts) ( 0. 0566 ) x ( 1,280 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 1,59% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 1.59% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx x 100% xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx A x WORST CASE VOLTAGE DROP CALCULATI❑N x X x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit; Date Performed; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V5 02-25-2008 26 SPK: 70.7V 1/4W at 0. 0035 Amps each = 0. 0919 Amps Circuit Length = 846 Ft to End Circuit Load = 0,0919 Amps Total = 0. 0919 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt. Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0,0919 ) x ( 846 ) x 21. 6 Voltage Drop = x 100% 4110 ) x ( 24.0) Voltage Drop = 1.70% xxxxxxxxxxxxxxxxxxxxxxxxxxx x VOLTAGE DROP = 1.70% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x x WORST CASE VOLTAGE DROP CALCULATI❑N x NE x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit: Date Performed' WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V2 02-25-2008 15 SPK: 70. 7V 1/4W at 0, 0035 Amps each = 0. 0530 Amps Circuit Length = 816 Ft to End Circuit Load = 0.0530 Amps Total = 0.0530 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 0530 ) x ( 816 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 0, 95% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 0.95% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name: Circuit; Date Performed; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V6 02-25-2008 31 SPK: 70, 7V 1/4W at 0. 0035 Amps each = 0. 1096 Amps Circuit Length = 1,080 Ft to End Circuit Load = 0.1096 Amps Total = 0. 1096 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt. Length) x 21. 6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 1096 ) x ( 1,080 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24. 0) Voltage Drop = 2.59% xxxxxxxxxxxxxxxxxxxxxxxxxxx A x x VOLTAGE DROP = 2.59% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx)NNNNNExxxxxxxx x x x WORST CASE VOLTAGE DROP CALCULATION x A x NNNNxxxxxxxxxxxxxxxxxxxxxxxxxxxxx3lExxxxxxxxxxxxxxxxxxxxxxxxNEN31Ex Job Name; Circuit; Date Performed' WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V3 02-25-2008 14 SPK; 70, 7V 1/4W at 0. 0035 Amps each = 0,0495 Amps Circuit Length = 1,135 Ft to End Circuit Load = 0.0495 Amps Total = 0.0495 Amps Wire Size = #14 AWG Voltage = 24,0 Volts (Ckt, Load) x (Ckt. Length) x 21,6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 0495 ) x ( 1,135 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24.0) Voltage Drop = 1.23% xxxxxxxxxxxxxxxxxxxxxxxxxxx X x x VOLTAGE DROP = 1.23% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx NNNNENNNNENNENExxxxxxxxxxxxxxxxxxxxxxxxxxx*NNNNNNNNNExxxxxxxxxxxxxx A x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name; Circuit: Date Performed; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V7 02-25-2008 28 SPK; 70. 7V 1/4W at 0,0035 Amps each = 0. 0990 Amps Circuit Length = 1,186 Ft to End Circuit Load = 0.0990 Amps Total = 0. 0990 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt, Length) x 21.6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0,0990 ) x ( 1,186 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24.0) Voltage Drop = 2,57% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 2.57% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X x x WORST CASE VOLTAGE DROP CALCULATI❑N x x x NENMExxxxxxxxxxxxxxxxxxxxxxxxNNNNNNNNNNNExxxxxxxxxxxxxxxxxxxxxxxx Job Name; Circuit; Date Performed' WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I SPEAKER CIRCUIT V4 02-25-2008 20 SPK: 70, 7V 1/4W at 0. 0035 Amps each = 0. 0707 Amps Circuit Length = 1,156 Ft to End Circuit Load = 0,0707 Amps Voltage Drop Total = 0, 0707 Amps Wire Size = #14 AWG Voltage = 24.0 Volts (Ckt, Load) x (Ckt. Length) x 21. 6 x 100% (Circular Mils) x (Volts) ( 0. 0707 ) x ( 1,156 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24.0) Voltage Drop = 1. 79% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 1.79% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*NExxxxxxxxxxxxxxxx x WORST CASE VOLTAGE DROP CALCULATI❑N x x xxxxxxxxxxxxxxxxxxxNXNNNExExxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Job Name; WESTFIELD SOUTHCENTER MALL - AMC THEATRE T. I Circuit: SPEAKER CIRCUIT V8 Date Performed; 02-25-2008 29 SPK; 70. 7V 1/4W at 0,0035 Amps each = 0. 1025 Amps Circuit Length = 1,124 Ft to End Circuit Load = 0.1025 Amps Total = Wire Size Voltage 0. 1025 Amps = #14 AWG = 24,0 Volts (Ckt, Load) x (Ckt. Length) x 21,6 Voltage Drop = x 100% (Circular Mils) x (Volts) ( 0. 1025 ) x ( 1,124 ) x 21. 6 Voltage Drop = x 100% ( 4110 ) x ( 24 0) Voltage Drop = 2. 52% xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x VOLTAGE DROP = 2.52% x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx I•r) CO CS FAX (206) 628-4990 TEL. (206) 622-6545 7 _5 7 J 47.J ) J J J REV. BY: (0 M 0 DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: Inn RII IAAIOrg• CA A IQ DESCRIPTION SUBMITTED FOR APPROVAL DATE 01/23/08 z <<<<<) F IUMENI Q 2 2 W- u) co Co Cr c>,-) LU T F-1" cr cc T < cr0 I z5 i- w ; Q T cc ODw O_ C� - CO M WU Q F- C,) co a) 'SUALL: NOT TO SCALE DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: Inn RII IAAIOrg• CA A IQ VOLTAGE DROP CALCULATIONS (SPEAKER CIRCUITS) Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved SHEET FA -03A} {.; 8,213-' S3A-5 f�l A. #2 EXI i 5331 F \ '\ ` \\ . \ \ \\ \\ \ t\ \ \-- \ ; \\ \y c , \ \\1 \\ ` \ \�, i \�, s\ \-(''s'�\�\ \\1 \ 1y ,, ?\ ,\ i , i ...„..2,7?„, i, ' �; ; `l 2, , , li \i1 it, ;\\Ti r\i {\' ''''''..:(7:-:::*--- te' \\, ',`) t� 1 ' it i i ` 11 1 ) is i l' r1 Li I. . :I -" I ii, .+' `"^^'. ! jj j !) t \• '1 - ;1 1,, i I I i 15 B,2D S3A-4 ---- AUDITORIUM 02 338; 299 SEATS I\ r 110 CONC STOR Oil• 342 B,2D A. #3 EXI 15 ? 332 S3— A. 3— F $,2D 15 \ . \ may, `\\ S:' AUDITORIUM 03 1 331; 220 SEATS ter\ i/i / /J /' ` /� 1 /; ;/ / / / ; / / % / / ;/ ,/ /' i / / // l / / .4 / / F B,2D 1.0 F Q B,2D B,2D —B,2D V 0 6" 0 C7 0 C-3 A S3 D,2D A 110 S3A-1 110 A 2B,D A J JAN ) 340 J B,2D 0 \. 3s A. s2 ENT. HALL 1-3415131 PASS ELEV. 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BY: DMG DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: DESCRIPTION SUBMITTED FOR APPROVAL DATE 01/23/08 2<<<<< 2 [LI cr) co c>,3 ie -c co ,111 2 "1-g- < crit F-- "Pc 1.7c' FS 0 F wcy) , Cf) F— (/) LLJ LLI SHEET FA -04,} DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: SHEET FA -04,} co st 4 e • AUDITORIUM #12 356, 104 SEATS \ f'^ XlY ‘,'ZCYSC2X'{CX-LRY'l-C;[ YY_CY9YX- CXCS.:' •SC .\'X2XZ X FGA Pya?a w 10 to, ZSXICXICYT-CXR X,C.,XXRXXRX7(t?, C>"L..X•I_:XF,Xl_CXRXXRXX..XYi :".4 E0-1 y - SB AUDITORIUM #13 359! 144 SEATS --- f 1,0 S8- 30 6 2S,2D a • -01 S8 3 ,' 3r --J I -- S8-8 /--\ 15 F �1- A. #12 ENT. 355 S;D 15 A. all ENT. 352'; S,D 15 \ \\ ` `\ _. \% t r' AUDITORIUM #11 351 220 SEATS \` . I '; A EO1 S7-1:0 A. #11 EXIT 350, S,2D 15 F S7-9_ AUDITORIUM #10 299 SEATS cr— /11 S,2D 67L- 2S,2D 5 2S, S8- 15 ;o --2S, \. 15 AUDITORIUM #14 1363' 170 SEATS if -- ----,4 f -- 6-5 1 ',\ _ a .,. i ;__ - ; _` -x- y'}i \I \ n '1 \5v I\ fih -ti' I` •\ $,2D i' - D '\.' \\ \\ A 1441 4.. 0 / 58-8 = — ���' —25;2D . .../'------ ' /. / S8 ;2 i / VENDING I 361 0 30 75 TO FATC ROTUNDA TO FATC OL S5A 15 15 F S6— AUDITORIUM #15 [367 144 SEATS Ar AUDITORIUM #16 104 SEATS / 15 Eat V4 I- LLB 2D SiD CD crt 30 S5A-4 15 ric 0 STOR. i 375 FS T -D 5 30 Icsj los] TO SW2 F/0 SW2C /S FATC MENS 373 I WOMENS 363 347 I S7- S7-5 15 .24 (!) S7-2 342 SECURE STORAGE I 344 STOR cD S,D 110 1 10 1 MI "Ils cl 0 TO FATC 1 1 375 1 .60 5A-3 A-2 B,2D I 377 I S5-4 15 CORRIDOR S.D S6-6 15 ri 3 ARCADE CO 2 1 - ES as • • 11= ME La 3 CO s- ett 0 all lila IR ifI ARM F 1112 =1 LE all =01 5 EOL S5 .457 WP MATO! !LINE FA -OS Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RFI FACF/RF1/ICInKIC LU FAX (206) 628-4990 TEL. (206) 622-6545 I .L1-1-/'1VLA, I \L. V IVI VI IV NO DATE DESCRIPTION REV. BY: o a DESIGNED BY: R.VEZZANI DATE: 01 /23/08 BACKROUND PLAN PROVIDED BY: SUBMITTED FOR APPROVAL 01/23/08 ««< 1-11 Cf) co c>ii LU 2 cc z CC CC EE z I— ' 1-6-1 g't) PEI 0 1.— I- 0 Cc?) co cf) UM= egl co • SHEET FA -05 DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01 /23/08 BACKROUND PLAN PROVIDED BY: • SHEET FA -05 S S15 I • S14 ( AUDITORIUM #12 3561 104 SEATS PROJECTION BOOTH I B,2D TO Pyr B-2 S15B— B,D S15B-4 75 AUDITORIUM #13 353 144 B --- - - t 4 f)^1 _•� r ---- .14 S15B-5 Eat, 5158 K • 4i_ A 11 1'A , C_ S14 6 30 :4iU B,2D r" -,-i__ Jr- FPB S,D AUDITORIUM g114 363 170 SEATS • 7T fir /911 B `__• �r ..14-- - o / = -- --it� ' -00 -15 S,D \ ' [\\ 1\\\7 ,41 L. Jdam.. S,D-1 • {} A PROJECTION DC n„ ,P— 30 S14-5 431 cht y __,��! L. 30 S14-4 A �I) 11 b 1 t1 1� \) \. 0I I ti / 140 / N S RD TO 1-33- PS" a (RTU VOL 13 S13-13 S13-14 15 1,1 0 al CC 5 =MI El OE 0 ge cm • • ,444,444 4 ‘1,"'4::,.,/7.12''fi....!7'././ J. Itii=t 441 Ill • —11 444 -441 TELE COM 11 0 (x2zr 10 FILM PREP 1-321 1-30 A PAR SD r 13 isTAIR JECTION 00TH 432 :1 1 30 S,D p 7 EOL 7� S16 In.:: __-r..,v,�v_-.a_v-_-v�-,_vv�wv-=v..��rq�q:sv..-..vay..vv_xv,-..v_-r_v_�,-�_wssq ;v AUDITOR UM n15 j S16A-2 S AUDITORIUM #16 371 104 SEATS .6A-4 s /\ _ --- D S16 k. D-S,D ft JL 9 • : S,D-a 15 Te— ----S-±:aAjl1 S16A— SD PS7 PROJECTION EOL BOOTH V7 EOL S1 A 2B 2D 2B ri 144.4 if S CD A RTU 15 446-71 Fb S13 8 0 Lo Ohs Igt Eh hh= • CLOSET COUNTING 5 \e/ FPB 21 4 110 04) 0 4 433 30 OL 8 EOL El El =2 Ell E2 MATO' LINE —A-01 MATCHI INE /4-0& Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved *At CO 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 < 2 1-1"! CD co Er (>7A- c° L___11-1 VoB- < cLcri-CD cr Igt- 0 F.- , Cf) LU 11.1 LJJ Lll LLI REV. BY: 0 DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: 0 7.1 ) I DESCRIPTION SUBMITTED FOR APPROVAL DATE CO 0 2 <<<<< < 2 1-1"! CD co Er (>7A- c° L___11-1 VoB- < cLcri-CD cr Igt- 0 F.- , Cf) LU 11.1 LJJ Lll LLI 1 SHEET FA -07 DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: 1 SHEET FA -07 DN TO MAIN XLSV CONTROL PANEL (CONTROL ROOM FLOOR 1 ROOM 147) LEVEL 4 DATA LOOP #1 SPEAKER CIRCUIT V8 S 9 SPEAKER CIRCUIT V7 S SPEAKER CIRCUIT V6 S SPEAKER CIRCUIT V5 S ANNUNCIATOR SIEMENS SSD N.P DNET,HNET,VNET,FNET D SIEMENS XLSV NETWORK NODE SEE SHEET FA -02A FOR PANEL CONFIGURATION SIGNALING CIRCUIT S1 6A 2 SIGNALING CIRCUIT S16 SIGNALING CIRCUIT S1 5B SIGNALING CIRCUIT S15A SIGNALING CIRCUIT S15 SIGNALING CIRCUIT S14A SIGNALING CIRCUIT S14 SIGNALING CIRCUIT S13 2 S B s 2 B B B S SIGNALING CIRCUIT S1 2A SIGNALING CIRCUIT S12 2 SIGNALING CIRCUIT S11A SIGNALING CIRCUIT S1 ? SIGNALING CIRCUIT S10A SIGNALING CIRCUIT S10 SIGNALING CIRCUIT S9A SIGNALING CIRCUIT S9 B S B B B 2 2 2 B B B PSi DATA LOOP #1 LEVEL 3 P82 PS3 SPEAKER CIRCUIT V1 SPEAKER CIRCUIT V2 SPEAKER CIRCUIT V3 SPEAKER CIRCUIT V4 SIGNALING CIRCUIT S1 SIGNALING CIRCUIT S2 SIGNALING CIRCUIT S3 SIGNALING CIRCUIT S3A SIGNALING CIRCUIT S4 SIGNALING CIRCUIT S5 SIGNALING CIRCUIT S5A SIGNALING CIRCUIT S6 SIGNALING CIRCUIT S7 SIGNALING CIRCUIT S8 PS4 0 PS5 0 PS6 PS7 0 FLAGNOTES 110 VAC POWER, DEDICATED (BY OTHERS). Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved C/ 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 J J Q 2 1-1' CD co W� � Z gao W °' W z I " z5 0 tc- 0 , co coD CO WU LL H W 0 N 'Y.;ALL: NUI 10 SCALL DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: FATC (LOCATED IN BOX OFFICE ROOM 303) SPEAKER CIRCUIT V1 SPEAKER CIRCUIT V2 SPEAKER CIRCUIT V3 SPEAKER CIRCUIT V4 SIGNALING CIRCUIT S1 SIGNALING CIRCUIT S2 SIGNALING CIRCUIT S3 SIGNALING CIRCUIT S3A SIGNALING CIRCUIT S4 SIGNALING CIRCUIT S5 SIGNALING CIRCUIT S5A SIGNALING CIRCUIT S6 SIGNALING CIRCUIT S7 SIGNALING CIRCUIT S8 PS4 0 PS5 0 PS6 PS7 0 FLAGNOTES 110 VAC POWER, DEDICATED (BY OTHERS). Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved C/ 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 J Q 2 1-1' CD co W� � Z gao W °' W z I " z5 0 tc- 0 , co coD CO WU LL H W 0 N 'Y.;ALL: NUI 10 SCALL DRAWN BY: D.GARCIA DESIGNED BY: R.VEZZANI DATE: 01/23/08 BACKROUND PLAN PROVIDED BY: ICP MIIAAPFP• cAAt 1 R ) ( ) f W W U — zaa ,, • SHEET FA -08 1 C D E F e I 2 I 3 I 4 I 6 I $ I 7 IIS Fire p rink/ er I 8 I 9 I JJV I \JJV ystem: Equipment Supplied By ecurit z 10 CCEPT E 0 Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is sub fact 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. Additics, deletions or revisions to these drawings atter this will void this acceptance and will require a resubmi of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: -11- - cO7 By: TUKWILA FIRE DEPARTMENTS Please call: 575.4407 and give this job Flo 07--a7( • _ F and exact address for shut' down or restoration approval; ' Because of increased demand our inspec'tors' schedules are hooked 3-7 days ahead. Therefore, you will f:4. -':I to call 206-575-4407 or email fir?insor equest(nci-tukwila.wa.�is to schedule your inspections a minimum of 48 hours in 'advance of the date you want an inspection. NOTECE Weld ,t mpS must be is! Lsp ed before pipe is hung. Do not paint piping prior to hydrostatic test approval. 11 I IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. • This drawing and the information and design application herein contained is the property of TYCO FiRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request all information herein contained shall be treated as secret. and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell . 'All rights reserved'. Copyright by SimplexGrinneil 2005 1 CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS ITEM SimplexGrinnelV Y OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVA11ONS BACKFILL WIRING PAINTING I I Hydraulic Reference Point rn Une Designation A 1 Maki Designation now switch (Fs) -14-Gate Valve - N.R.S. (GV) -1>t1-OS&&Y Gate Valve (OS&Y) B Monitor Switch .--..4. Earthquake Bracing �- Hanger -4— !kion —3 Screwed Cap *13- ¢ of Pipe Below Bottom of Deck —ID Grooved Cap ---Q Screwed Plug -p- Grooved Coupikn -I-12'-e g of Pfe Above Ref. Plane .. 4. Butterfly Valve . * Alarm Valve (ALV) azi.Electric Bell .„gl,„, Water Motor Gong (WMG) -01 Wafer Check Valve Swing Check Valve Acts Fire Dept.Conn.(FDC) .4_ Post Indicator Valve (PIV) Fie Hydrant (3 Way) —1, Thrust Block Key Gate Sectional Valve with Roadway Box o® Fire Hose Assembly - Inspectors Test -3- Globe Valve g (taw} 0100 Elevation Ch in Pi -B-- Flanged Connection Fire Dept.Conn (StandordXFDC) -pe '(not thru floor ® System Riser ' fie DeptConn.(FIush) (FDC) Angle Valve Dry Pipe Valve MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. REM. AREA NAMyNo. HYDRAULIC DESIGN DATA HAZARD CLASSIFICA11ON DENSITY GPM/SQ.FT. AREA OF APPUC. HOSE ALLOW. SQ. FT. /HD. TOTAL SYSTEM REQUIREMENTS GPM PSI AT 2 4 5 WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE PSI PSI. WITH GPM FLOIMNG TEST LOCATION: - TOTAL THIS SHEET - 0 BY: TEST DATE: ABBREVIATIONS AC - Above Finished Ce61ng AFF - Above Finished Floor BC - Below Finished Ceiling BOB - Bottom of Bean BOD - Bottom of Deck BOJ - Bottom of Joist BOP - Bottom of Puffin HV Noes Valve NiC - Not in Contract NTS - Not to Scale OBJ - Open Bar Joist SP - StandpOe TOB - Top of Bean TOP - Top of Purloin TOS - Top of Steel UON - Uniess Otherwise Noted MET DRY SYSTEM TYPE — ❑ DELUGE _❑ —❑PREACTION —❑ APPROVALS ❑air ❑0MTM ❑FU 0 OUT OUT OUT OUT iN IN IN IN SPECIAL REQUIREMENTS ❑ DOMESTIC PIPE ❑ SCHEDULE 40 ❑ SCHEDULE 8o ❑ GALVANIZED PIPE ❑ GALVANIZED FITTINGS ❑ GALVANIZED MATERIALS ❑ SPECIAL FITTINGS ❑ F.M. MATERIAL ❑ OTHER 2 3 I 4 I 6 6 I 7 I 8 I 9 I 10 i 11 >• 12 "44 em CI is 0 as 0 1 &&§ i" is <4; gay W ei RE REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLATION: COW m M (1) Z 0 0 C9 Q kn• U) • W cc SIMPLL*988BG 8 0 SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/13/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -1 SHEET 1 OF 7 12 ERANING L IST SHEET NAME DRAWING NAME INCLUDED IN THIS PROJECT FPI TITLE SHEET X FP2 NOTES * UTILITY PLAN X FP3 DETAILS, RISER, CROSS SECTION X FP4 LEVEL 3 NEST HALF X FP5 LEVEL 3 EAST HALF X FPG LEVEL 4 NEST HALF X FP7 LEVEL 4 EAST HALF X I IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. • This drawing and the information and design application herein contained is the property of TYCO FiRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request all information herein contained shall be treated as secret. and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell . 'All rights reserved'. Copyright by SimplexGrinneil 2005 1 CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS ITEM SimplexGrinnelV Y OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVA11ONS BACKFILL WIRING PAINTING I I Hydraulic Reference Point rn Une Designation A 1 Maki Designation now switch (Fs) -14-Gate Valve - N.R.S. (GV) -1>t1-OS&&Y Gate Valve (OS&Y) B Monitor Switch .--..4. Earthquake Bracing �- Hanger -4— !kion —3 Screwed Cap *13- ¢ of Pipe Below Bottom of Deck —ID Grooved Cap ---Q Screwed Plug -p- Grooved Coupikn -I-12'-e g of Pfe Above Ref. Plane .. 4. Butterfly Valve . * Alarm Valve (ALV) azi.Electric Bell .„gl,„, Water Motor Gong (WMG) -01 Wafer Check Valve Swing Check Valve Acts Fire Dept.Conn.(FDC) .4_ Post Indicator Valve (PIV) Fie Hydrant (3 Way) —1, Thrust Block Key Gate Sectional Valve with Roadway Box o® Fire Hose Assembly - Inspectors Test -3- Globe Valve g (taw} 0100 Elevation Ch in Pi -B-- Flanged Connection Fire Dept.Conn (StandordXFDC) -pe '(not thru floor ® System Riser ' fie DeptConn.(FIush) (FDC) Angle Valve Dry Pipe Valve MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. REM. AREA NAMyNo. HYDRAULIC DESIGN DATA HAZARD CLASSIFICA11ON DENSITY GPM/SQ.FT. AREA OF APPUC. HOSE ALLOW. SQ. FT. /HD. TOTAL SYSTEM REQUIREMENTS GPM PSI AT 2 4 5 WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE PSI PSI. WITH GPM FLOIMNG TEST LOCATION: - TOTAL THIS SHEET - 0 BY: TEST DATE: ABBREVIATIONS AC - Above Finished Ce61ng AFF - Above Finished Floor BC - Below Finished Ceiling BOB - Bottom of Bean BOD - Bottom of Deck BOJ - Bottom of Joist BOP - Bottom of Puffin HV Noes Valve NiC - Not in Contract NTS - Not to Scale OBJ - Open Bar Joist SP - StandpOe TOB - Top of Bean TOP - Top of Purloin TOS - Top of Steel UON - Uniess Otherwise Noted MET DRY SYSTEM TYPE — ❑ DELUGE _❑ —❑PREACTION —❑ APPROVALS ❑air ❑0MTM ❑FU 0 OUT OUT OUT OUT iN IN IN IN SPECIAL REQUIREMENTS ❑ DOMESTIC PIPE ❑ SCHEDULE 40 ❑ SCHEDULE 8o ❑ GALVANIZED PIPE ❑ GALVANIZED FITTINGS ❑ GALVANIZED MATERIALS ❑ SPECIAL FITTINGS ❑ F.M. MATERIAL ❑ OTHER 2 3 I 4 I 6 6 I 7 I 8 I 9 I 10 i 11 >• 12 "44 em CI is 0 as 0 1 &&§ i" is <4; gay W ei RE REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLATION: COW m M (1) Z 0 0 C9 Q kn• U) • W cc SIMPLL*988BG 8 0 SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/13/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -1 SHEET 1 OF 7 12 A 6 C D E F e 1 2 3 4 U 6 7 8 10 11 EXISTING FIFE ROUTE (ZONE T11) EXISTING FIFE ROUTE (ZONE T10) SOUTI-ICENTER PARKWAY OWNER i TUKUJ I L IA PARKWAY UJESTFIELD SI- 0PINC:TOUJN SOUTI-ICENTE AREA OF UJORK STR4NDER 5OULEVARD TBAKER 33OULEV4RD VICINITY MAP N.T. . AMC REALTY, INC. g20 MAIN STREET KANSAS CITY, MO 64105 CONTACT: KERRY STANLEY 816-480-2584 CONTRACT WITH BAYLEY CONSTRUCTION 8005 S.E. 28TH ST P.O. BOX 8004 MERCER ISLAND, WA 88040 SITE CONTACT: IAN DAVIS 206-62I-8884 SCOPE DESIGN, FURNISH MATERIALS AND INSTALL NEW FIRE SPRINKLER SYSTEM(S) INCUDING WET AND DRY TYPES. ALL NEW SPRINKLERS TO BE QUICK RESPONSE TYPE. ALL NEN FIRE SPRINKLER MATERIALS WORK TO BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 (2007) AND THE REQUIREMENTS OF THE CITY OF TUKNILIA FIRE DEPARTMENT. SIMPLEXGRINNELL CONTRACT P.O.C. START POINT IS FROM EXISTING 6" SUPPLY INSIDE THE BUILDING. GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 (2007) AND THE CITY OF TUKWILA 2 ALL MATERIALS Sl -TALL BE NEN AND UL AND OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE NET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY SIMPLEXGRINNELL TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS SHALL BE INSTALLED AT LEAST 411 FROM EDGE OF CEILING TILES 8 i" — 2" PIPING TO SCH 40 WITH THREADED AND/OR GROOVED FITTINGS Cl 2 1/2" — 4" PIPING TO BE SCH 10 WITH GROOVED FITTINGS 10 ALL SPRINKLERS DIMENSIONS SHOWN ARE +/— AND ARE NOT NECESSARILY CENTER LINE OF TILE 11 END SPRINKLER ON A LINE SHALL BE RESTRAINED AGAINST EXCESSIVE VERTICAL AND LATERAL MOVEMENT 12 BRANCH LINES SHALL BE LATERALLY RESTRAINED AT INTERVALS. NOT EXCEEDING THOSE SPECIFIED IN SPLAY WIRE DETAIL ON SHEET FP3. 13 SIMPLEXGRINNELL ASSUMES NO RESPONSIBILITY / EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY SIMPLEXGRINNELL UNDER THE SPECIFIC SCOPE OF THIS CONTRACT. ♦ IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrfnnell , 'All rights reserved'. `Copyright by SimplexGrinnell 2005 SPRINKLERS 1 CONTRACT RESPONSIBILITIES SYMBOLS MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. HYDRAULIC DESIGN DATA ITEM SknplexGrinnelVBY OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATIONS BACKF1LL WIRING PAINTING 2 I 1 I Hydraulic Reference Point Une Designation g Flow Switch (FS) B Monitor Switch 4-0. + Earthquake Bracing -s'- Hanger ^ 1 Main Designation -de- Union — Screwed Cap e13" et of Pipe Below Bottom of Deck —ID Grooved Coll —4 Screwed Plug 1± of POO Above Ref. Plane -a- Grooved Coupling C Elevation Changein Pipe -II- Flanged Connection (not thru floor) ® System Riser 3 -Do- Gate Valve - N.R.S. (GV) -- OS&Y Gate Valve (OS&Y) -i-�+- Bu tterfly Valve 41 Alarm Valve (ALV) Electric Bell Water Motor Gong (WIG) --Of Wafer Check Valve - J- Swing Check Valve $ Fie Dept.Conn.(Standard)(FDC)-pc Fire Dept.Conn.(Flueh) (FDC) Act '44 —L 4— o222 4 Fie Dept.Conn.(FDC) Poet Indicator Valve (Ply) Fire Hydrant (3 Way) Thrust Block Key GateRoadway SectioBoxnal Valve with Fire Hose Assembly Inspectors Test Globe Valve Angle Valve Dry Pipe Valve TYCO TYCO PENDENT PENDENT TY -FRB TY -FRB TY3231 TY3231 1/2 / 5.6 1/2 / 5.6 155' 155' WHITE BRASS STYLE 20 WHITE STYLE 20 BRASS REM. A aRE NAMEINO. HAZARD CLASSIF1CA11ON DENSITY GPM/SQ.FT. AREA OF APPUC. HOSE ALLOW. SQ. Fr. /HD. TOTAL SYS1EM REQUIREMENTS GPM PSI AT TYCO EC PENDENT EC11 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK TYCO TYCO CON PENDENT CON PENDENT RFII RFII TY3531 TY3531 1/2 / 5.6 1/2 / 5.6 155' 155' BRASS BRASS CONCEALED BLACK szeN 2 CONCEALED WHITE TYCO TYCO TYCO TYCO PENDENT PENDENT PENDENT UPRIGHT EMI TY -FRB TY -FRB TY -FRB TY5237 TY3231 TY3231 TY3131 3/4 / 11.2 1/2 / 5.6 1/2 / 5.6 1/2 / 5.6 155' 155' 155' 1551 CHROME BRASS BRASS BRASS STYLE 30 CHROME STYLE 20 WHITE STYLE 20 BLACK c04 WIT© CHRO 4 5 WATER SUPPLY INFORMATION: STATIC PRESSURE RESIDUAL PRESSURE 140 PSI 20 PSI. WITH 8000 GPM FLOWING TYCO SIDEWALL TY—FRB TY3331 1/2 / 5.6 155' BRASS TEST LOCATION: BAKER & ANDOVER PARKWAY W 6 I 6 I 7 — TOTAL THIS SHEET — 0 I BY: 8 I 9 TEST DATE: 2005 I ABBREVIATIONS AC - Above Finished Caning AFF - Above Finished Floor BC - Below Finished Ceding BOB - Bottom of Beam BOO - Bottom of Deck BOJ - Bottom of Joist BOP - Bottom of Purth HV - Hose Valve • - Not in Contract NTS - Not to Scale OBJ - Open Bar Joist SP - Stcnc e TOB - Top of Bean TOP - Tap of Puffin TOS - Tap of Steel UON - Unless Otherwise Noted SYSTEM TYPE vEr 0 COME _p DRY ❑ PREACTI0N _❑ pow DFM 0 APPROVALS our IN OUT IN OUT eI I OUT IN 11 SPECIAL REQUIREMENTS ❑ DOMESTIC PIPE ❑ SCHEDULE 40 ❑ SCHEDULE 80 ❑ GALVANIZED PIPE ❑ GALVANIZED FITTINGS ❑ GALVANIZED MATERIALS ❑ SPECIAL FITTINGS ❑ F.M. MATERIAL ❑ OTHER I 1 12 REVISIONS - SEE FLAGGED AREA ON PLAN 03 NSTALLATION: ISSUED FOR A W Q j Z O 0 a z _� �U) w cc SIMPLL*988BG cc g W + _J co O Z z CC z 0— O W C LL w a W rg U t Q gP SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -2 SHEET 2 OF 7 12 SEISMIC 5fRACING CALCULATIONS BRACE INFOiit1ATION SEISMIC BRACE ATTACHMENTS LENGTH ()F BRACE: 7'_0• titRUCTURE ATTACHISM ATTIC CR TBN9QN C LY BRM:NG SYSIEit MAKE: TOLCO MODEL 980 DIAMETER OF BRACE: 1' LISTED LOAD RATING 2765 TYPE OF BRACE: SCH. 40 ADJUSTED LOAD RAW PER 9.3.5.10.3: 1955 SWAY BRACE (PIPE ATTAC NI) RT1911 MAKE: TOLCO MODEL: 1000 ANGLE OF BRACE 45 TO 59* LEAST RADIUS OF GYRATION: 0.42 USTED LOAD RATING 2015 L/R VALUE: 200 ADJUSTED LOAD RAMC PER 9.3.5.10.3 1425 MAXIMUM HORIZONTAL LOAD: 2500 TY -FRB TORO FIGURE 626 1/2 / 5.6 WA JasT eMAT ATTAGI•E61T * TOLCOFiG. - MAY BRACE WAGE pre_ BRACE � FITTING woo' ____.-no. ;WA BRACE i, . ATTACHI67NT / I FASTENER ItfORMATION ORIENTATION OF CONNECTING SURFACE B FASTENER: TYPE: TOLCO 1825 DIAMETER: NA/ LENGTH N/A MAXIMUM LOAD: 2015 1I identification no. (on pians): ® LATERA. BRACE I LONCITUDNIAL BRACE SPRINKLER SYSTEM LOAD CALCULATION DiAI"ETER TYPE LENGIT4 (FT) TOTAL (FT) ILEiGNT PER (Ft) WP TOTAL MIGHT 4 SCH 10 36' 36' 11.78 b/ft .68 288.37 b 1/ SCH 10 90' 90' 3.04 blit .68 186.04 b 1 SCH 40 250' 250' 2.05 blit .68 348.5 b 11/4 $CH 40 43' 43' 2.93 b/ft .68 85.67 b 1/ SCH 40 53' 53' 3.61 b/ft .68 130.1 b TOTAL HEIGHT 1038.68 b FP X LS 1194.48 b SEiSMiC 15R4CINCS CALCULJ4TiONS BRACE INFORMATION SEISMIC BRACE ATTACI tIENTS LENGTH BRACE: 7_0• S1RACIlBi ATTAAINE NT MC CR 1EN51C N QLY BRA= SYSTEM: MAKE: TOLCO MODEL: 980 DIAMETER OF BRACE: 1' USTED LOAD RATING 2765 TYPE OF BRACE: SCH. 40 ADJUSiED LOAD RATING PER 8.3.5.10.3 1955 SWAY EIRACE (PPE ATTAGHBN1) FiTTM MAKE: TOLCO MODEL: 41. ANGLE OF BRACE: 45 TO 59* LEAST RADIUS OF GYRATION: 0.42 USTED LOAD RATING 2015 L/R VALUE: 200 ADJUSTED LOAD RATING PER 935.10.3: 1425 MAXIMUM HORIZONTAL LOAD: 2500 TY -FRB TOLOO FIGURE 026 1/2 / 5.6 FASTENER I OR1ATION . T WAY ATTACN!®NT t TO= WEVEL MAY BRACE MACE PM MACE•; FIG. 90 FI TE42 ORIENTATION OF COINECTING SURFACE: B FASTENER: TYPE: TOLCO 1825 DIAMETER: N/A LENGTH (IN WOOD) N/A DENSITY GPM/SQ.FT. 1I HOSESQ. ALLOW. FT. /HD. MAXIMUM LOAD: 2015 PIPE CLAMP FOR SWAY BRACE - STREET WATER CONNECTION identification no. (on plat I I Hydraulic Reference Point -Flow -IX- OSdeY Gate Valve (OSdcY) �. Post Indicator Valve (PLV) ■ LATERAL BRACE £1 LONGTUDN AL BRACE SPRINKLER SYSTEM LOAD CALCULATION DIAPETER TYPE 143•41i4(F11 TOTAL (FT) UEIGHT' PER (FT) WP TOTAL ILEIGi4T 4 SCH 10 •: 66' 66' 11.78 b/ft .68 528.68 b EC PENDENT EC11 TY5237 3/4 / 11.2 b/ft BRASS b I, b/ft b blit - Bottom Dedc b 1 Line Designation Butterfly Valve Blod: of APPROVALS ❑ qn. ■ SCHEDULE 6G. ■GALVANIZED PIPE ❑ GALVANIZED FITTINGS ■ GALVANIZED MATERIALS ■ SPECIAL FITTINGS 0 F.M. MATERIAL •IN ■ OTHER b/ft b TOTAL ILEIGHT 528.68 b Fp X U5 607.98 b 16' FIG. 69 RETAINING STRAP LOCK NUT REQ'D ".-1A _JA .1IN- FIG. 66 VIEW A -A BEAM CLAMP HANGER #1 ALL THREAD ROD ADJUSTABLE RING HANGER TOP SEAM CLAMP, ROD, AND RING FIG. 69 RETAINING STRAP MAXIMUM SPACING OF BRANCH LINE RESTRAINTS SB - 1.425 C,. .71 PIPE SIZE MAXIMUM SPACING 1" 38'-0 1 1/4" 40'.-0" 1 1/2" 43L-0" 2" 46'-0" 1fr 4/AAZ J. Ltifi'�:`�'..J - 1' w7yr j� .•y .w Nr LOCK NUT REQ'D FI4. 66 SEAM CLAMP 5/8 ALL THREAD ROD FENDER WASHER FENDER WASHER HANGER #2 17290 PIPE 5/5' ALL THREAD ROD PER NFPA 15 PER NEPA 13 ADJ. HANGER RING TOP BEAM CLAMP, ROD, AND 'RING HANGER *5 CEILING PLATE, ROD AND RING FOUR TIGHT TURNS TYP. it12 SPLAYED SEISMIC RESTRAINT WIRE TYP. SPLAY WIRE DETAIL WIRE ATTACHMENT TO OPEN WEB BAR JOIST FLOW TEST INFO: STATIC 140 PSi RESIDUAL 20 PSi FLOW 8000 GPM LOCATION: BAKER 4 ANDOVER PARKWAY W DATE: 2005 SYSTEM AREA #1 3rd FLOOR 4th FLOOR 0 44900s- ft SYSTEM AREA #2 3rd FLOOR 4th FLOOR 24300sc{ ft 25600scq ft TWO TIGHT TURNS AROUND BRANCH LINE 6' SUPPLY MAiN FROM EXISTING SYSTEM ZONE (T-11) SPARE HD. SOX (CAPACITY:12) (400) Ill■ LII 4' HOSE STATIONS (Al 5)/ 4' OUT TO SYSTEM 12'-2' AFF FLEXISLE COUPL iNG FLEXISLE COUPLING (TYPx2) 4 x S-91/2 GxG 4' 5UTTERFLY VALVE MOD. SFV -N 4x0-6GxG GRVD CAP PIPE STAND TYPx2 RISER ROOM I/21 11-01 ' I l i i I GRAPHIC SCAI..E 4' ' d 4 4 1 .4:. • ' •4 ••. •• 44 ,144 •A.: •' . A... a e . .. .• .: • '• ' 4 7. - , . • •• • HANGER *4 HILT! HDI -P ANCHOR ALL THREAD ROD ADJUSTABLE RING HANGER HILTI HDI -P ANCHOR, ROD AND RING TOLCO FIG. 25 SURGE RESTRAINER FIGURE 25 SURGE RESTRAINER SPRINKLERS IMPORTANT localities subject to freezing conditions, it is the owner's respoisibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained CONTRACT RESPONSIBILITIES ITEM StnplexGrinnd�Y OTHERS SYMBOLS Switch (FS) -po- Gate Valve - N.R.S. (GV) Fire Dept.Conn.(FDC) HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Above Finished ConingIn SYSTEM TYPE rIET DEUu;E SPECIAL REQUIREMENTS 1 ❑ DOMESTIC PIPE ❑ '�"� ''O MAKE TYPE MODEL_ SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL_ QTY TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 WHITE © AREA HAZARD CLASSIFlCA11ON DENSITY GPM/SQ.FT. AREA APPUC. HOSESQ. ALLOW. FT. /HD. TOTAL SYSTEM REQUIREMENTS ' -_ BeloAbove w in FloorBC ished Wing 808 -Bottom Beorn _❑ DRY 0 PREACTION -❑ STREET WATER CONNECTION W I I Hydraulic Reference Point -Flow -IX- OSdeY Gate Valve (OSdcY) �. Post Indicator Valve (PLV) TYCO PENDENT TY -FRB TY3231 1 2 5.6 / / 155' BRASS SME 20 BRASS DATE: 12/11/07 CONTRACT NU516501MBER: 931 SHEET NUMBER: FP NAME O. GPM PSI AT UNDERGROUND WATER MAINS ` SHEET 3 OF 7 J B Mo1it°r Fire Hydrant (3 Way) TYCO EC PENDENT EC11 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK I, - Bottom Dedc - 1 Line Designation Butterfly Valve Blod: of APPROVALS ❑ qn. ■ SCHEDULE 6G. ■GALVANIZED PIPE ❑ GALVANIZED FITTINGS ■ GALVANIZED MATERIALS ■ SPECIAL FITTINGS 0 F.M. MATERIAL •IN ■ OTHER EXCAVATIONS ._. Earthquaice Bracing - A- -1, Thrust TYCO CON PENDENT RFlI : TY3531 1 2 5.6 / / 155' BRASS CONCEALED BLACK "' '' O Z BOJ - Bottom of Joist BOP - Bottom p�h is the property of TYCO ARE & SECURITY / SimplexGrinnell and/or its BACKFILL f Hanger Harm Valve AL Ksy Gate Sectional Valve (ALV) 4_ TYCO CON PENDENT RFlI TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE T ® 3 HV - Hose Valve Matt Designation with Roadway Box subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this WIRING -0-- Union Bell TYCO PENDENT EC11 TY5237 3/4 / 11.2 155' CHROME STYLE 30 CHROME 4 -Not in co" tract OUT IN ❑ ��p -g Soewed Fie Hose A, Assembly PAINTING �. Water Motor Gang (WIdG) *t 3•¢ of Pipe Below Bottom of Deck --ID Grooved CCP In Test Inspectors TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 WHITE alza/Ix I r ®Q 5 NTS - Not to Scale OBJ - Open Bar Joist OUT IN OFR drawing or any part thereof shall be made without written consent of Screwed Plug -a tea' Valve TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK ` ..' O WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE SP - star, Standpipe SimplexGrinnell. +12'-4' of Pie Above Ref. Plane -fl- Gowan; swtlg Check veva �- dobe veva TYCO UPRIGHT TY -FRB TY3131 1 /2 / 5.6 155' BRASS O 40 PSI 20 PSI. WITH $000 (;I'fi! F10fI NG T� -TOP sun OUT iN ❑ Created by the SimplexGrinnell `All rights reserved`. Fie t.Cann.(StandardXFDC) Angle ValveTDP Change n Pipe -ill- Flogged Connection �' TYCO SIDEWALL TY -FRB TY3331 1 /2 / 5.6 155'BRASS a TEST LOCATION: BAKER 8c ANDOVER PARKWAY W - Top of Puffin TOS - Tay of Steel (Law) C p `Copyright by SimplexGrinnell 2005 (notDevotion (not thru floor ® System Rifler _. Fire Dept.Cann.(Flush) (FDC) Dry Pipe Valve -TOTAL THIS SHEET - 0 BY: TEST DATE: 2005 - - uoN - Unless Otherwise Noted a� - cO 11 12 titian Fire Security 9520 10th Avenue Smith Suite 100 Seethe, We. 98108 SALES: 208-291-1400 SERVICE: 208-291-1400 Q 2002 9Iii1'LEXGRINNF•LL LP FAX: Z�-291-15 ALL RIGHTS RESERVED • REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLA11ON: agmixeriwormi >- m Q O Z I. WASHINGTON STATE REGISTRATION NUMBER SIMPLL*988BG DESCRIPTION: DETAILS, SPRINKLER RISER + CROSS SECTION AMC THEATRES 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 W cr IL SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NU516501MBER: 931 SHEET NUMBER: FP 3 ` SHEET 3 OF 7 J 12 3 I 4 I 6 6 1 7 I 8 I 9 I i0 1 11 £ 0 a M M in L. Remote Area 2 Flowirw Heade 21 Stat Head PS g30 Start Head GPM 14.4 SQFr per Head 125 Wet / Dry MET Hazard OH Group 1 Construction NFPA 13 Density 0.150 Area 1500 Ratio 1.20 LanMax Velocity �18.5 Elev-Ild to Ritter 0 724 PS -Hal to Riser 26.1 Source Name or Location DRA PS Avg at Source 139 PS Req'd at Source 73.8 Safety PS 65.6 I tNG REFERENCE 'W GPM Req'd at Source 453 'Inside Hose 1000 Duration of Source 0.000 Outside Hose 250 Raid Source Volume 0.000 Pressure Summary I Avafable Pressure of 139.4 psi Exceeds Required Pressure of 73.8 psi This is a safety margin of 65.6 psi or 47 X of Supply Advanced I Max Density Avaloble 0.206 PSI loss - Source 000 Smvnary GPM at Max Avalabie Density 623 (Rack Donetsk & DD ..M 0 lJ 0 M a 1 N • Mill MGM O c I xawR- uI l) I U1 lit U1 iI I . me 01 !I' 11 !I _ pi UI) `i I I it :fp MI - �I It lit ,I I111 11- ill 4I !I . I tot I it Ex..wrw f'flMllt rillMlt» :s' [w t f I «fw» ■I ■I UI: at on wof 0111 x!I' ■ 11I tfrwi. 111.11 imusmet 11.111.1111 1111111111.I!U !U! immummortamommummormmismommimmtoutummo NMI 11111111111111111111911111191119111411 mai Remote Area 1 Flowba Heads 28 Start Head PS 577 tort Head GPM 14.5 S per Head 130 Hoard OH WET 1 Code NEPA 13 Construction Density Area 15000 Len/Mtd Ratio 1.20 Max Velocity 24.4 to Riser (") 724 -Hd to Riser 26.1 Source Name or Location DRAWING PS Avail at Soiree 139 PS Reid at Source 98.5 Safety PS 40.4 REFEREVCE 'W' GPM Req'd at Source 625 Duration of Source 0.000 Req'd Source Volume 0.000 'Inside Hose 0.000 Outside Hose 250 Pressure Summary Available Pressure of 138.9 pat Exceeds Respired This b a eafsty margin of 40.4 psi or 29 S of Pressure of 98.5 psi Supply AdvmcedNal Density Abato£le . 0.178 I lose - TOR to Source 0.000 Surmnary 43 Rads Daniand 0.000 a 1111 111111111111 1111.111 1111 11111111111.111! 111111111114111111 'I�il�[ 1,iltte Bf1�ilAti�tt1�#i�t� VI IF Fir C� C 0 N 2,43 of dr O ! 402 dr, 40 ,07,17k Niro ia2r VrOINZOI 7 J O LEVEL 3 WEST I-4r4LF C A\140.11 FIRE SPRINKLER PiPING PLAN SCALE 1/S1 = 1-0 ®I I' 1 !' 8' lt' C SCALE SPRINKLERS LEVEL 3 'LEST HALF KEY PLAN N.T.S. 0 I IN IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein containedWater shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created bythe SimplexGrinnell , 'All rights` Copyright y SimplexGrinnell 2005 reserved. CONTRACT RESPONSIBILITIES ITEM StrnpiexGrinnell/BY OTHERS SYMBOLS -0Q-Gate Valve -N.R.S. (GV) Fire Dept.Caun.(FDC) _t_ Post Indicator Valve (Ply) 'Dra.OS&Y Gate Valve (OS&Y}/ .Qr Fire Hydrant (3 Way) Butterfly Valve -I, Thrust Block HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Above Finished Celikig SYSTEM TYPE ■ SPECIAL REQUIREMENTS ■ c PIPE ■SCHEDULE 40 MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 WHITE QQ 68 HAZARD CLASSIFlCATION DENSITY GPM/SQ,FT. AREA APPUC. HOSESQ. ALLOW. FT. /HD.GPM TOTAL SYSTEM REQUIREMENTS BC -_ Above FinishedDELUGE BOB - of Mailed Below Caking STREET WATER CONNECTION 1 I Hydraulic Reference Point -� Bow switch ( ) TYCO PENDENT TY -FRB TY3231 1 2 5.6 / 155' BRASS STYLE 20 BRASS 1 o. PSI AT DRY ❑ PREAcnoN • UNDERGROUND WATER MAINS a Monitor Switch Line Designation TYCO EC PENDENT EC11 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK ^ c n 0 1 BOD - Bottom of Deck -Joist ❑crnr Dam APPROVALS ❑ SCHEDULE 80 GALVANIZED PIPE flGALVANIZED FITIINGS ■ GALVANIZED MATERIALS ■ SPECIAL FITTINGS U F.M. MATERIAL OTHER EXCAVATIONS 1 .--.+Earthquake Bracing TYCO CON PENDENT RFI' TY3531 1/2 / 5.6 155 BRASS CONCEALED BLACK :• - O 32 2 BOJ - Bottom of BOP -Bottom of Alarm Valve AL Key Gate Sectional Valve (ALV) -I- with Roadway Box �Electrlc BallEt o® Fire Hose Assembly BACKFILL -,` Hanger TYCO CON PENDENT RFI' TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE car win❑ Q 64 3 HV - Hose Valve . Main Designation WIRING TYCO PENDENT EC11 TY5237 3/4 / 11.2 155 CHROME STYLE 30 CHROME 0 4 NIC - Not in Contract OUT IN Screwed PAINTING e13'¢ of Pipe Below Bottom of Deck -a) Grooved Motor Gang (WMG) TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 WHITE srliwEr QQ o 5 NTS -Not to scale' OBJ - Open Bar Joist -DI Wafer Check Valve �. Inspectors Teat OUT IN Screwed Plug TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK _; O 0 SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE SP - Stank>par -4 +12'-4' c of Pipe Above Ref. PlaneGrooved Goopikw -NJ- Swing Check valve poise valve TYCO UPRIGHT TY -FRB TY3131 1/2 / 5.6 155' BRASS 0 2 WATER 140 PSI 20 PSI. WITH 8000 GPM FLOWING TOB - Tap of Bean UF14our ❑ IN ha oe Pipe ---Flanged Connection Elevation ammo in li (raw)C � e Dept.Cann.(StandardXFDC) -qk Anpe Valve TYCO SIDEWALL TY -FRB TY3331 2 / 5.6 1/2 155' BRASS Q 0 TEST LOCATION: BAKER & ANDOVER PARKWAY W TOP- Tap of Pullin TOS - Top of Steel uoN - Unless Otherwise Noted - (not thru floor) ® System Riser Fie Dept.Conn.(Fl* uah) (FDC) Dry Pie Valve- 'f TOTAL THIS SHEET - 183 BY: TEST DATE: 2005 our• IN 10 11 12 41) 1 cair: 613a o�0 pa 0 NAA �� 11 5. rnrnw A REVISIONS - SEE FLAGGED AREA ON PLAN } NSTALLATION: SSUED FOR SIMPLL*988BG CD W J CC CCZ W IL DESCRIPTION: w H>- uJ cc2FE-•iN‹8§ Q §10 F SCALE: AS NOTED DRAWN BY: DON COATS s CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -4 SHEET 4 OF 7 12 O 11 30'-0" 27'-3" 16'-3" 30'-0" 30'-0" 61'-4" NOTE: THIS AREA iS COVERED FROM ABOVE co.) AUDITORIUM *14 170 SEATS AUDITORIUM .13 E=?aa 144 SEATS a i M AUDITORIUM .12 104 SEATS AUDITORIUM 615 144 SEATS 1111 a���� i:«, HT 1 04- a I N) Ara ITUTI SII tlrI--I-illi-ll 11 i -l -i -i -1 -tom �NTSITTSN ISS 1111111111110111 S i (TI T _ ti�ili[71�[iiIli1T{iirill�[itll�i -WOW 'LWMr NWAININNIIIIIIIMIN11111111011111111111111•1111N �IMIR'- rAiriri rrF"9IMMIletirrrerer rw�rrrr rr*Imr..,rr.m,var.! ..�-..erre------ • rrurw..r.... •r f3-81=? SEE FLOOR AUDITORIUM e11 220 SEATS • 1.11 tY-t III .di _ . _I UDITORiUM 010 299 SEATS LEVEL 3 EAST I-1,4LF FIRE SFIRNKLEIR PIPING PLAN SCALE i/S' = 1-0 GRAPHIC SCALE LEVEL 3 EAST HALF KEY FLAN N.T.S - - _i � - i -gym imi mi im t� r ■ 3 • .. Ma! -1E MO 111111111•111111110111111111111111111•111•11•1111.11i11111,.1.1=1”1=1=1“1=1=1=1=1=1“1=1=1=1=1111111111111111=11111111.“111111111111111111=11111111111111111111101111111111111•111•11.•11.1 -We } H .01 IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures dryfor pipe deluge and other types of valves controlling1 P P 9 YP water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of TYCO ARE & SECURITY / SimplexGrinnell and/or its CONTRACT RESPONSIBILITIES ITEM SGnpiexGrinndi/bY OTHERS HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Above Finished Ceiling SYSTEM TYPE T DELUGE • SPECIAL REQUIREMENTS • DOMEsnc-PIPE • SCHEDULE 40 SYMBOLS MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. Flow -p4- Gate Valve - N.R.S. (GV) 40 Fre Dept.Conn.(FDC) TYCO PENDENT .. TY -FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 WHITE QA 54 ► HAZARD CLASSIFlCATI�1 DENSITY GpM/Sq,FT. AREA of Appuc. HOSE AI10yy, SQ. F r: /Hp,GPM TOTAL SYSTEM REQUIREMENTSBC AFF '_ Above FinishedFloor - Beam Celina Bdow Finished DRY 0 PCI ❑ STREET WATER CONNECTION 1 Hydraulic Reference Point —Q— + (Fs) Post Indicator valve (RV) Monitor Switch OS&Y Gate Valve (OS&Y) -t.•-/ TYCO PENDENT TY—FRB TY3231 1/2 5.6 / 155' BRASS STYLE 20 BRASS �,0. 'ml" PSI AT UNDERGROUND WATER MAiNS a , Fire Hydrant (3 Way) ,Q TYCO EC PENDENT EC11 TY5237 3/4 11.2 / / 155' BRASS STYLE 30 BLACK tai a BOD - Bottom of Deck APPROVALS El=OUT • SCHEDULE so Line Designation EXCAVATIONS 1 ......#.Earthquake Bracing 4 Butterfly Valve -I. Thrust Block TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED BLACK cAr - O28 2BOP BOJ - Bottom of Joiit - Bottomopaw ■ GALVANIZED PIPE ■ GALVANIZED FlrnNGS ■GALVANIZED MATERIALS ■ SPECIAL MDRGS F.M.❑MKiERIAL ❑ OTHER BACKFILL Hangs Alarm Valve ALKey Gate Sectional Volve ( TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE kl NHi Q 3 - Hose Valve _t_ with Roadwa Box Main Designation y subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained P P of shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinndl. Created b the Sim IexGrinneil , "All rights reserved'. `Copyright by SimplexGrinnell 2005 WIRING . A fir- Union �p�c Bei TYCO PENDENT EC11 TY5237 3/4 / 11.2 155' CHROME STYLE 30 CHROME Et �„ 4- MC - Not Daffy IN —a Screwed Cap Fire Hose Assembly PAINTING -p" Water Motor Gong (WMG) .13'1 of Pipe Below Bottom of Deck --ID Grooved Inspectors Test tors TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 WHITE eit;/rwr � 5 NTS - Not to Scats OBJ - Open Bor Joist OUT IN —4 screwed Plug -DI Wafer check V°h'e a TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK EptiBuo 0 WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE SP - standpipe ■F'' +12'-4' C of Pipe Above Ref. Plane -a-GroovedCoupmg -ht- Swig Check Valve -a- Globe Ydve TYCO UPRIGHT TY -FRB TY3131 1/2 / 5.6 155' BRASS 0 2 140 PSI 20 PSI. WITH 8000 GPM FLUNG TOB - Tap of Beam OUT ❑ IN Elevationa'�'�e Pipe Fire Dept.Conn.(standard)(F C) Angie valve Flanged connection �' TYCO SIDEWALL TY -FRB TY3331 1 /2 / 5.6 155' BRASS 4 0 TEST LOCATION: BAKER & ANDOVER PARKWAY W TOP -Tap of Puffin TOS - T of steel °P ( 1 t -�- C (not thru floor ® System Riser ...v..Fire Dept.t.ann.(Fluah) (FDC) pry Pipe Ydvs - TOTAL THIS SHEET — 174 - BY: TEST DATE: 2005 UON - Wiese otherwise Noted OUT IN 1 2 3 4 6 Q 7 8 9 i1 12 149 cei it y REVISIONS - SEE FLAGGED AREA ON PLAN >- m O z ISSUED FOR INSTALLATION: A B 4J W m Z 00 z V) in 3 w Ix SIMPLL*988BG cn W W U- DESCRIPTION: CO w fr a W� H 0 §10 SCALE: AS NOTED DRAWN BY: DON COATS s CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP -5 SHEET 5 OF 7 12 H 1 2 i 3 I 4 i 6 6 i 7 i 8 i 9 i 10 i 11 A B c D E f 6 H •;"*"*".,- fa risi$Intoolont=1“,misinimilinolml=1=1•El=1“1=110111MIIMR11•111=11•11.1•10111•1111•111•111.1111=1=1•1111MINOI imetolonineim - 1111111/1 - 12-0 80 0 M 16-0 112 0-6 154 54 104 8-6 a a a 1 PA ELEV. Remote Area 5 Flowing Heads a start Head PSI 25.4 Start Head GPM 49.0 SCFT per Head 327 Wet / Dry INET Hazard OH Group 1 Code *PA 13 Construction 0.150 1500 /Ed Ratio 1.20 ax Velocity 30.9 Dev-Hd to Riser (") 994 PS -Hd to Riser 35.9 'WP Source Name or Location DRAWING PS Awl at Source 139 PS Req'd at Source 123 Safety PS 16.6 R GPM Req'd at Source 424'friskier Hose 0.000 Duration of Source 0.000 Outside Hose 250 Req'd Source Volume 0.000 1 Proascre Summary I A I6abie Pressure of 139.5 psi Exceeds Required Pressure of 122.9 psi This is a safety margin of 18.6 psi or 12 % of Supply Avale 0.160 PSI loss - TOR to Source 0.000 AdvancedMax Densityii� Summary I GPM at Max Awlable Density 451 (Rock Demand 0.000 a lo N a 0 1 a 1 J ,.::..,.,__..........18 -0.....i.._ ............:.._:_.........::. ;. _. 1...... ..14.4 1-6 Z01`1E.=CT=iO) a 0 N a_ N Remote Area 6 FlowIa Heads 9 Stat Head PSI 22.9 Stat Head GPM 49.0 SOFT per Head 327 Wet / Drys Hazard WET OH Group 1 Density 0.150 Area 1500 rade Construction NEPA 13 Len/WId Ratio 1.20 Max Velocity 23.9 Bev-Hd to Riser 994 PS -Hd to Riser 35.9 Source Name or Location i RAWV4G PS Avg at Source 139 PS Req'd at Source 109 Safety PSV 30.6 REFERENCE 'W' GPM Req'd at Source 468 'inside Hose 0.000 ! Duration of Source 0.000 Outside Hose 250 Req'd Source Vokune 0.000 Pressure Awiable Pressure of 139.4 psi Exceeds Required Pressure of 108.8 pet lea safety mercer of 30.8 psi or 22 % of Supply Density Available 0.170 at Max Avg ble Density 527 loos - TOR to Source 0.000 ac k Demand 0.000 LEVEL 4 WEST HALF FiRE SPRiNKLER PiPiNG FLAN SCALE 1/8' = 1-0 0 2' 4' 11 8' 1 1 I GRAPHIC SCALE LEVEL 4 t[E:BT HALF KY PL4N N.T.S. SPRINKLERS l I IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in endosures for dr pipe deluge and other types of valves controllingSTREET water supplies to sprinklerpsystems. This drawing and the information and design application herein contained is the property of TYCO FIRE 8c SECURITY / SimpiexGrinnell and/or its subsidiaries and is loaned upon e rens conditions that the same be returned to Sim IexGrinnell on request; all information herein contained P PPAINTINGA. shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimpiexGrinneil , 'Ail rights reserved". Copyright bySim IexGrinnell 2005 p# CONTRACT RESPONSIBILITIES ITEM 5kruplex(Yinnel Y OTHERS SYMBOLS Flow Switch - 4 -Gate valve - N.R.S. (GV) 'Sal Fye DeptConn.(FDC) HYDRAULIC DESIGN DATA I I I I I I 1 I( I I I I I I W CO i!!!!!!!!!!!!" i I ill! aO ifiz MET SYSTEM TYPE DELUGE _� p SPECIAL REQUIREMENTS ■ DOMESTIC PIPE - ■ SCHEDULE 40 MAKE TYPE MODEL SIN NPT / K–FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. TYCO PENDENT TY–FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 WHITE Q 0 HAZARD CLASSIFICAIION DENSITY GPM/SIFT. AREA OF APPUC. HOSE ALLOW. so. FT. /HD. TOTAL SYSTEM REQUIREMENTS WATER CINdNECTiaN i I Hydraulic Reference Point -O- ( ) poet Indicator valve (RV) -1i4- OS&Y Gate Valve (os&Y) – TYCO PENDENT TY -FRB TY3231 1/2 / / 5.6 155' BRASS STYLE 20 BRASS ) 0 NAAME O. GPM PSI AT DRY PREACtioN UNDERGRWND WATER MAINS Monitor Switch 8 .Q Fie Hydrant (3 Way) tine Destgruattan TYCO EC PENDENT EC11 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK 0 106 r ■a1Y ❑CN Y EN APPROVALS ■ SCHEDULE so • EXCAVATIONS 1 .__. Earthquake Bracing Butterfiy Valve Thrust Elodk TYCO CON PENDENT RFI' TY3531 1/2 / 5.6 155' BRASS CONCEALED BLACK cdr = O 0 2 ■GALVANIZED PIPE U GALVANIZED FIT„NGS ■ GALVANIZED MATERIALS ❑ SPECIAL FITIINas al FM. MATERIAL gACICFlLL� t Hanger Alarm Valve (ALV) Key Gate Sectional Valve TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE cog MT® QQ 0 3 Main Designation -*— Union with Roadway t3ox WIRING I a�Oactric Bell TYCO PENDENT EC11 TY5237 3/4 / 11.2 155' CHROME STYLE 30 CHROME cr+ RO 8 4 �T IN Screwed Cap Fye Hose Away Water Motor Gong (WMG)e�/venr TYCO PENDENT TY–FRB TY3231 1/2 / 5.6 155'BRASS STYLE 20 WHITE Q 23 5 *13'¢ of Pipe Below Bottom of Deck —IDl. In Test —4 Screwed Plug –DI W° Chic Valve � TYCO PENDENT TY–FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK e'' ` 61 SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE OUT IN +12'-4° ¢ of Pipe Above Ref. PyneCIV- Swing Check Valve -5- Gobe Vdve -fl-Grooved P1�9 TYCO UPRIGHT TY -FRB TY3131 1 /2 / 5.6 155 BRASS O 23140 WATER PSI 20 PSI. WiTH 8000 GPM FLOV�NG OUT ear t oisq Elevation Change h Pipe -10- Flanged CaonectionFIrO DeptConn.(Standard)(FDC) -7' Angie Valve TYCO SIDEWALL TY -FRB TY3331 1/2 / 5.6 155' BRASS a 0 TEST LOCATION: BAKER & ANDOVER PARKWAY W ■ OTHER •pi (not thru floor)0 System Riser � Fire DeptCann.(Fiush) (FDC) Dry Pipe Valve - TOTAL THIS SHEET - 221 BY: TEST DATE: 2005 our 1 2 3 4 6 8 7 8 9 10 11 I 12 Lt 613 0 0 REVISIONS - SEE FLAGGED AREA ON PLAN >- co 0 z ISSUED FOR INSTALLATION: O✓ w m 1nz 00 �Q 1n w SIMPLL*988BG 0 cc a SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/11/07 CONTRACT NUMBER: 931515501 SHEET NUMBER: FP -6 SHEET 6 OF 7 12 Remote Area 4 Flowina Heads a Head PS 25.4 Head GPM 49.0 per Head 327 Wet / Dry YET Hazard OH Group 1 Code NEPA 13 Construction Density 0,150 Area 1500 Len/Wid Ratio 1.20 Max Velocity 30.1 ev-Hd to Riser (') 994 -Hd to Riser 35.9 Source Name or Location DRAMS PSI Avail at Source 140 PSI Req'd at Source 105 Safety PS 34.4 REFERENCE 'W GPM Req'd at Source 412 Inside Hose 0.000 , Duration of Source 0.000 (Outside Hose 250 Req'd Source Vakene 0.000 Pressure Sianmary Available Pressure of 139.5 psi Exceeds Required Pressure of 105.1 psi I This is a safety margin of 34.4 psi or 25 % of Supply Advanced I Max Density Available 0.173loss - TOR to Source 0.000 &snma y GPM at Max Avalable Density 474 Rod* Demand 0.000 as " O M o) I N Remote Area 7 FlowkEa Heads 7 Start Head PSI 22.0 Stat Head GPM 48.6 SIFT per Head 327 Wet / Dry WET Hazed OH Group 1 Code NEPA 13 Construction Density 0.150 Area 1500 Len/ Id Ratio 1.20 Max Velocity 19.9 EIev-Hd to Riser (') 994 PSI -Hd to Riser 35.9 Source Name or Location I RAW9lG PS Avdl at Source 140 PSI Req'd at Source 106 Safety PS 33.6 REFERENCE 'W' GPM Req'd at Source 353 'Inside Hose 0.000 Duration of Source 0.000 Outside Hose 250 Req'd Source Winne 0.000 Pressure 'Available Presets* of 139.6 psi Exceeds Required Preserve of 106.1 psi Summary This is a safety main of 33.8 psi or 24 % of Supply Advanced I Max Density Availabie 0.172 Summery GPM at Max Avalable Density 405 PSI loss - TOR to Source 0.000 Rack Demand 0.000 Ls 3 Remote Area 3 Flowkna Heads 7 Start Head PS 21.5 Start Head GPM 49.0 SOFT per Head 327 Wet / Dry WET (Density 0.150 Hazard off Group 1 Urea NF1500 13 'Area Code Ratio 1.20 Eloy -Hsi to Riser (") 1000 e PS -Hd to Riser 36.1 ConstructionConstructionPA Max Velocity 21.4 Source Name or Location DRAW4i6 REFERENCE 'W' PS Avail at Source 140 (GPM Req'd at Source 355 'Inside Hose 0.000 PS Req'd at Source 128 Duration of Source 0.000 Outside Hose 250 Safety PS 13.2 Req'd Source Vokune 0.000 Pressure Summary I kiddie Pressure of 139.6 psi Exceeds Required Pressure of 126.4 psi This is a safety margin of 13.2 psi or 9 % of Simply Advanced t�le 0.158 Summary I Max Density AvGPM at Max Available Density 373 las - TOR to Source 0.000 ack Demand 0.000 0) N " r` I M I MI 30'-0" 30'-0" 61'-4" 304 XXSZCZA 1 1. 1 3 #3 7-1012 et 7-712 et Ulf' h 2 N ,M1 3433-, .1 • -7 till t \ g• 112 8-10 4-5 7-72 .1. 04�� 12-2 -2 etc 3-=712 1-3 7-2 PROMOTION ROOM 6-0 14-6 4-6 AUDITORIUM i EMU 220 SEATS 85) 112 112 7F641101,s 3:37. UMW ilimumwm.nvilivimemeNa r"..,437.21iii71;40- 7 -Ills 4312 2-1112 4-9 M 114.0. zottzcsa AUDITORIUM el E III-riI f W4 SEATS 434, .110 1 I ,k VTR #3 7 3 3<J'-3• BOD...V 11-3 ES eFi .15-.0 54.:....: 10: .74 104. 5-6... 16-0 • •,15-0 112 712 1 .104 54. 7-1012 ro 3-1112 1411s 2-812".. 15-6. tug SIC BRS 2 2 lwas MI I MI MI All I IA NM MI I I MN 11. 1111.0 H LEVEL 4 EAST HALF F IRE SPRINKLER Fl fz*G FL AN 0 2' 4' 8' 11111 GRAPHIC SCALE •eot KEY FLAN IMPORTANT in localities subject to freezing conditions, It is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in CONTRACT RESPONSIBILITIES 17DA - SimplexGrinnelVBY OTHERS HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Alms Finished Coning MT SYSTEM TYPE M DELUGE SPECIAL REQUIREMENTS SYMBOLS MAKE 'TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. Flow Switch (Fs) -1)"*.Gde Vcd" - NAS• PO "04 Fin3 DePtcc'n"-(FDc)' TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' WHITE STYLE 20 VVHITE 0 0 mt. HAZARD CLASSIFICATION DENSITY AREA Cf HOSE SQ. FT. TOTAL SYSTBA REQUIRBAENTS AFF - Above Finished Floor BC - Below Finished Coning BOB - Bottom of Beam • DomEs-nc PIPE • SCHEDULE 40 DRY REACTION enclosures for dry pipe deluge and other types of valves controlling STREET WATER CMINECTION 0 Hydraulic Reference Point -1.- -011-0S8eY Gate Valve (OS&Y) -4- Post Indicator Valve (P1Y) TYCO PENDENT TY -FRB r(3231 1/2 / 5.6 155* BRASS STYLE 20 BRASS 0 0 AREA Nitmro. GPM PSI AT water supplies to sprinkler systems. . This drawing and the information and design application herein contained UNDERGROUND WATER MAINS B Monitor Switch Fke Hydrant (3 Way) TYCO EC PENDENT ECT 1 TY5237 3/4 / 11.2 155' BRASS STYLE 30 BLACK BOO - Bottom of Deck 91 Une Designation 'thrust ._ • APPROVALS . SCHEDULE SO EXCAVATIC94S 1 41--1. +Earthquake Brackrg _,.4_ Butterfly Vdve --1, Bic& TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED BLACK .:: . 0 2 IMXI - Bottom of Joist BaP - Bottom of Puriln M GALVANIZED PIPE is the property of TYCO ARE & SECURITY / SimplexGrinnell and/or its SACKFUL -71- Hanger 0 Alarm Valve (ALV) .4_ m GRaot: Se;tional Valve 4Erri Main Designation -10- union TYCO CON PENDENT RF1I TY3531 1/2 / 5.6 155' BRASS CONCEALED WHITE casnwrro o 3 FIV - Hose Vcdve • arm OM DM • GALVANIZED flTnNOS subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of WIRING .4;1„,,Elecbic Bell - ...- Screwed Cap owg Fire Hose Assembly TYCO PENDENT ECT 1 TY5237 3/4 / 11.2 155' CHROME , STYLE 30 CHRME E aiRo 6 4 MC - Not in Contract OUT 114 0 GALVANIZED MATERIALS 0 SPECIAL FITTINGS F.M. MATERIAL • OTHER PAINTING *Irt of Pipe Below Bottom of Deck -III Grooved CIN3 .ai. water motor Gan (wmo inspectors Test TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 WHITE BR6/wiTO 21 5 Pas - Not to Scale OBJ - Open Bar Joist CUT IN -.4 Screvied Plug -01 Wafer Check Valve -1, TYCO PENDENT TY -FRB TY3231 1/2 / 5.6 155' BRASS STYLE 20 BLACK .1 59 WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE SP - Start4ipe SimplexGrinnell. +12'-e c of Pipe Above Ref. Plane _o_. Grooved Goulding -NJ- Swing Check Valve -5- Globe Valve TYCO UPRIGHT TY -FRB TY3131 1/2 / 5.6 155' BRASS 0 22 140 PSI 20 PSI. WITH 8000 GPM FLOIMNG Me - Top of Beam our IN Created by the SimplexGrinnell *All rights reserved.. Ink glow rntvtatlogi Dflhanr ki Pipe -5- Flanged Connection ....tFb-e Dept.Conn.(StandardXFDC)-sw Ansde Valve TYCO SIDEWALL TY -FRB TY3331 1/2 / 5.6 155' BRASS <I 0 TEST LOCATION: BAKER & ANDOVER PARKWAY W TOP - Top of Purlin TOS - Top Steel , Copyright by SimplexGrinnell 2005 % 6 System Riser .41"..Fire Dept.Conn.(Flush) (FDC) * Dry PVe Valve - TOTAL THIS SHEET - 214 BY: TEST DATE: 2005 of UON - Unless Otherwise Noted OJT 11 12 t 11 a hp/ 1 im 121 ik 4 § -..„...„ a b a n§ omit 1 ii ; li Lt 613 I§ AlA -,„. is <0; a It 4 *4 id ii RE REVISIONS - SEE FLAGGED AREA ON PLAN IX SIMPLL*988BG ISSUED FOR INSTALLATION: cn cn CC CC cc 0 co cc Icc 0 (94 < § SCALE: AS NOTED DRAWN BY: DON COATS CHECKED BY: ALAN MAHAFFIE DATE: 12/13/07 CONTRACT NUMBER: 931516501 SHEET NUMBER: FP 7 SHEET 7 OF 7 12 ft pc) 2 I 3 "' MUM OWN r 4 1 I ......,,___ .... 4.-------4--- 1% :?.. 6 6 •Mga11/011011110111111•IMML00,01111110”0011011111/101•1 ft Remote Area 2 Flowing Heads 22 Start Head PSI 7.30 Steel Head GPM 0..300 SOFT per Head 1411,0 Wet / Dry VET Hazard OH Group 1 Code NFPA 13 Construction Density 0.150 Area 1500 Len/Vild Ratio 1.20 Max Velocity 18.5 ev-Hd to Riser (1" 724 PSI -Hd to Riser bo26.1 CA Source Name or Location DRAVANG REFERENCE Y PSI Avail at Source 139 lOPS Reid at Source 652 'Inside Hose 1000 PS Req'd at Source 79.5 Iouratlon of Source 0.000 Outside Hose 1000 Safety PSI 59.3 IRecid Source Volume 0.000 i Pressure Available Pressure of 138.8 psi Exceeds Required Pressure of 79.5 psi Sunvnary This is a safety margin of 59.3 psi or 43 % of Supply Advanced I Max Density Avdcthle 0.198 PSI lose - TOR to Source 0.000 Summary GPM at Max Avcdable Density 882 Rack Demand 0.000 0 ft r%) ft I •011001,•011/111 sg• 015 ./1 I MI I IN I= I 010 , . 111110,1Miti 0., 8 9 I to ',=10011=1110,10010•$11011111111/0g=timily,101111101 g OM. Min, /111*,2011/g1/10/11/1M,M111.,1101101,0111,M11;=11•0;10111,=;=100,11011•11,M111110111010111g/01.01110111100taigag ap,a,a,agagagagagagaggagalaginll$01011/01/01=$=1=1=1=1.1••$=$/ig/1$10111/11/g11011011111/gag agaraga,a, at aim, a• Millagallta lag agg.,agagagagagagaga$agaga,a, a, • • • 5-7 , 04 - CON BIM OcIti EifJi LIM • • lilnT MAXI IMO ......... . 1 ..... 104 .14,11 somis vol ,00,* *500* 0 0 /0liii 01001000 iii11111111111111111111111 1111 111111111111111MMNI • A7 A6 • 111 ........ . ......... ........ Remote Area 1 no Heads 29 Start Head PSI 5.77 Start Head GPM 14.5 SOFT Per Head 130 Wet / Dry VET Hazard OH Grow 1 Code NFPA 13 Construction Density 0.150 Area 1500 Lon/V6d Ratio 1.20 Max Velocity 24.4 Elev-Hd to Riser 0 724 PSI -Hd to Riser 26.1 0 Source None or Location DRANO PSI Aval at Source 138 PSI Req'd at Source 107 Safety PS 30.8 REFERENCE "Vr GPM Req'd at Source 867 Duration of Source 0.000 Req'd Source Volume 0.000 held. Hose 0.000 Outside Hose 0.000 Pressure Available Pressure of 138.0 psi Exceeds Required Pressure of 107.4 psi Stenmary This le a safety mar& of 30.8 psi 011211...._ AdvSunvix; Max Density IA vddlio 9.170 113s Ion - TOR to Source 0.000 I GPM at Max Avcdable Density $82 Rack Derrivid 0.000 I . CON rtImehiMifimmitommosuad rm. 1=1•11111111111.11 OZNCSIIT A C